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1021 ATLANTIC BLVD COMM18-0017 Interior Renovation - Jumpin Jax r xa:... r s��(----- CITY OF ATLANTIC BEACH � ''" x 800 SEMINOLE ROAD �� ATLANTIC BEACH, FL 32233 <40;ii9% INSPECTION PHONE LINE 247-5814 COMMERCIAL - ALTERATION COMMERCIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: COMM18-0017 Description: Renovation-Jumpin Jax Estimated Value: 95000 Issue Date: 9/13/2018 Expiration Date: 3/12/2019 PROPERTY ADDRESS: Address: 1021 ATLANTIC BLVD 953-975 RE Number: 177602 0040 PROPERTY OWNER: Name: EQUITY ONE ATLANTIC VILLAGE INC Address: 1600 NE MIAMI GARDENS DRATTN: TREASURY DEPT NORTH MIAMI BEACH, FL 33179 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: Mesic Construction Services, Inc. Address: 9046 Kentisch Cy Jacksonville, FL 32257 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. , ,?:iyvprie. City of Atlantic Beach APPLICATION NUMBER so Department (To be assigned by the Building Department.) tis ; 800 eaRoad ') Atlantic Beach, Florida 32233-5445 eoinivie-ool7 Phone (904)247-5826 • Fax(904)247-5845 /Q p 42 JR19E-mail: building-dept@coab.us Date routed: 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (021 Q,��c.• d953 _ !7J"epartment review required Yes No ng Couildi Applicant: I "e s( G Co n s LIco y Planning &Zoning Tree Administrator vr Project: (Rep,0 Q Rt Public Works 1 1 Public Utilities ekt) 1oec.onl V u l v P • ety `F _e Service Review fee$ 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 vv Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. i Denied. ❑Not applicable (Circle one.) Comments: ra1F) BUILDING LSE /Q PLANNING &ZONING 1/1g .6. -./ /Z?/0 Reviewed by: .aQ•7Gorr Date: 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 fr'. Building Permit Application Updated 12/8/17` City of Atlantic Beach ottLe31, 800 Seminole Road,Atlantic Beach,FL 32233 ,n Phon (9 )247-5826 Fax:(904)247-5845 Job Address: j poi !� )c �/�J Permit Number: --`'r��„{ 6 lJ v U(7 I r Legal Description '15, 000 , RE# Valuation of Work(Replacement Cost)$_ seated/Cooled SF s i .90 Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s) (Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Desicribe in detail the type of work to b j performed: Lt./1C e?(Ke 9,p,,-, re,7 o v 0 le Florida Product Approval# for multiple products use p(oduct approval . Property Owner Information t G — :n.J da.4.1a ro4 /n� Name: {..�,,,;VAt�• IC5,5c. CM LLC— • � Address: /013 Sc,N re5e U/vI City IIII'' C kS 4/10.i/e— (State E L Zip 3) 37 Phone goy A 3 j 3'.'7•4155 E-Mail hGLJLit{/`Q°�.),L►N‘p�t►•1Ne hu F. LGwA Owner or Agent(If Agent,'Power of Attorney or Agency Letter Required) It d t41.44 S A.SSell Jr, Contractor Information Name of Company: 1 G ' °UG r ,;:, alifying Age t: ,,....ie, C.— Address rico. j e, is r"1 dir/ City _ - `. 2kate F£. Zip 3'22 S 7 Office Phone /6 g-sf ` ;e.� . l..�c Job Site/Contact Number Gi tt L7/ "// State Certifica ' n Re i ration# r3C ( ) c.707E-Mail Architect Name&Phone# �n y� T • r 1/�t Engineer's Name&Phone# ! 1\ c.... 73 S( 73 e TT ` /' Workers Compensation �L' Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS,POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,,4(.... , CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU N TICE F COMMENCEMENT. xQ� „ , ,461, (Signature of Owner orent (Signature of g ) ( g Contractor) (including contractor) Signed and sworn to(or affirmed)before me this lb day ofI ned nd sworn to(or affirmed) before me this 22�`7Jay of ID,rjrN , \$ ,by 00u*lnd Shah; Russell,Ir I wat , 201 , by • KI. 'UO 6 e3 G StLaele— (Signature of Notary) -- . . 4,5: REFIK •BALKPersonally Known OR CHARLENE MARIE BENNETT [ ]Personally Known OR YCOMMISION#FF 970610 EXPIRES:March 13,2020 [ ]Produced Identification ' ,•, Commission#FF949741 [ ]Produced Identification ��''OfI,w _i •r 1 - [ p.: Type of Identification: �=��dc -.ices March 21,2020 Type of Identification: _ __—_---,---,_11Y----, ,.:?,P::11°`‘. Bonded Thru Troy Fun Insurance 8003857019 V • i '"")ibs\ rrt 444 *4'SC E 13 Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 June 27, 2018 Jumpin Jax 1021 Atlantic Blvd COMM 18-0017 The Drawings submitted for permitting have been reviewed and Returned for Corrections. Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written 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. The Drawings Indicate a Dining Area With an Occupant Load of 76. Additional Seating Has Been Submitted For an Occupant Load Increase of 100. 1.) Please Address the Seating that Abuts the Aisle. The Required Distances are not in Accordance with the 6th Edition FFPC, 12.2.5.8 "Aisles Serving Seating at Table" Aisle -An unenclosed exit access component that defines and provides a path of egress travel. In the case of banquet seating, it can be expressed as the portion of the exit access that leads to a cross aisle or a marked exit door. 1.) • The 36 inches minimum between two adjacent tables without any chair backs facing each other. 2.) • 55 inches minimum between two adjacent tables when one has a chair back facing the other. 3.) • 74 inches minimum between two adjacent tables with chairs "back-to-back." AL VERMEY ARCHITECT 19 F--,-,(77,4,1,erer/ -,i6.5)C June 28, 2018 City of Atlantic Beach Building Department 800 Seminole Road Atlantic Beach, FL 32233 RE: Comm #18-0017 Project Name:Jumpin Jax Design Professional: Vermey Architect Revision #: 1 Comment response letter#1 To whom this may concern: The intent of this letter is in response to comments received on June 2018. Below is an itemized narrative of the changes made due to comments received. G-1 Title Sheet • Revised Occupant Load / Egress information due to corrections made to Life Safety Plan A-4 Life Safety • Revised Seating Layout to comply w/ 6th Edition FFPC 12.2.5.8 "Aisles Serving Seating at Table" • Revised Occupant Load breakdown schedule due to seating layout revision • Revised Egress Width information due to Occupant Load breakdown schedule revision • Revised information in Life Safety code summary due to above revisions This concludes our responses to above issued review comments and it is to the best of the architect's knowledge, the plans and specifications comply with the applicable minimum building codes and the applicable fire-safety standards as determined by local authority in accordance with 2017 FBC 6th edition 110.8.4.4 and chapter 633, Florida statutes. Please at your earliest convenience notify us if additional information required. Sincerely, Sincer ly, _...,_._ Getad ermey 1/4"6.54A Architect AR-4630 420 South Third Street Jacksonville,Florida 32250 Telephone (904)246-1150 Fax (904)242-9995 r j ; . s,\ CITY OF ATLANTIC BEACH , , _ 800 Seminole Road ',,, ,s___________.2 Atlantic Beach,Florida 32233 r r REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date b 7-f7 /(57 Revision to Issued Permit '< Corrections to Comments ;s Permit# COP frl 11—O0 Project Address /0 2_ 1 4-72-1avi-J giv d Contractor/Contact Name (//) C S l ( CC0,4 c T (G C4 (-2/) Phone l 0 - 7 // 2 Email ✓? C S ( c 7 3 ► 44 e Ci- 71-4.-/ 'l ,-f-4.-/ 'lel, Description of Proposed Revision /Corrections: Permit Fee Due $ Ci,0)m (Y1e ,L4 3 ?le_S G 0 Additional Increase in Building Value $ Ai By signing below,I affirm th ( ` 5 (printed me) t Signature of Contractor/Agent(Contractor must sign if increase in valuation) (Office Use Only) Approved Denied Not Revision/Plan Review Comments De artment Review Required: �� Building =--�J it arming & Zoning Reviewed By Tree Administrator te5 Public Works 4 6 tbPublic Utilities [� P • ' Safe Dat S t\i`\. f.-_)- � , CITY OF ATLANTIC BEACH e " - _ 800 SEMINOLE ROAD v ________} ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING DEPARTMENT REVIEW COMMENTS Date: 7/17/18 Permit#: COMM18-0017 _ Applicant: Mesic Construction Site Address: 1021 Atlantic Blvd. Address: 9046 Kentish Ct. Review: 1 Phone: 904-300-3265 RE#: Email: howdyr@jumpinjaxhofcom 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. Application Form is not complete. Completely and neatly complete every line item of the form, including project and contractor information and Workers Compensation. 2. Please submit a copy of the recorded Notice Of Commencement(NOC). 3. The existing Type 1 hood is old and has been modified and penetrated in the past. Please submit a report, signed by a State Licensed Sheet Metal or Mechanical Contractor,verifying that the hood, grease duct, and make-up air system are safe and comply with the current Florida Building Code- Mechanical, Chapter 5. Hood and grease duct may have to be replaced. 4. Please submit Florida Product Approval information for new windows and doors. Florida Numbers must include decimal places to identify specific products. 5. Please submit all information for spray foam insulation and the ESR Report for the specific spray foam and thermal barrier used. 6. See attached Fire Marshal's comments, for corrections. 7. Revised submittals may generate additional comments. Plan Notes: 1. Minimum clearances, of 10-feet, between exhaust and intake openings must be met on roof-top units. 2. MEP, Gas, and Type 1 hood systems require separate permits. 3. 1-Hour rated interior wall must be repaired and labeled, per FBC-B, Section 703.7. Dan Arlington (904)247-5813 1 Qc,%%S0?1 '/ 0s Fire Plans Review Fire Prevention Division 214 N. Hogan Street, Room 281 Jacksonville, Florida 32202 June 27, 2018 Jumpin Jax 1021 Atlantic Blvd COMM 18-0017 The Drawings submitted for permitting have been reviewed and Returned for Corrections. Please correct or provide the proceeding requested information to obtain plans approval. When resubmitting corrected sheets, please provide a written 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. The Drawings Indicate a Dining Area With an Occupant Load of 76. Additional Seating Has Been Submitted For an Occupant Load Increase of 100. 1.) Please Address the Seating that Abuts the Aisle. The Required Distances are not in Accordance with the 6th Edition FFPC, 12.2.5.8 "Aisles Serving Seating at Table" Aisle -An unenclosed exit access component that defines and provides a path of egress travel. In the case of banquet seating, it can be expressed as the portion of the exit access that leads to a cross aisle or a marked exit door. 1.) • The 36 inches minimum between two adjacent tables without any chair backs facing each other. 2.) • 55 inches minimum between two adjacent tables when one has a chair back facing the other. 3.) • 74 inches minimum between two adjacent tables with chairs "back-to-back." y ;i�. City of Atlantic Beach APPLICATION NUMBER j' J? SS Building Department (To be assigned by the Building Department.) z 800 Seminole Road e/0,A„ ,^n / / 7 ;, '`r. Atlantic Beach, Florida 32233-5445 U�r(�J/( Phone(904)247-5826 • Fax(904)247-5845 pillt`"40itip E-mail: building-dept@coab.us Date routed: 4 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (021 A ci(i l cr j5'3 �,�Department review required Yes No //^' Building Applicant: ff\es I G COINSiructole\ Planning &Zoning Tree Administrator Re4\oJakProject: RV21flf Public Works Public Utilities kt6 become J V J t 0 Ps1 ety (.....F_Le 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 Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department I First Review: I lApproved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING S � C/ 6— �, ~^ ~T^5 PLANNING &ZONING Date: 7 (►1 %c> Reviewed by: TREE ADMIN. Second Review: Approved as revised. ❑Denied. Not applicable PUBLIC WORKS i Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: nApproved as revised. ❑Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 ,91 lettat, Building Permit Application Updated 12/8/177(__ °- ' City of Atlantic Beach V 800 Seminole Road,Atlantic Beach,FL 32233 IPhone C- b)(9°�)247-5826 Fax:(904)247-5845 '`Job Address: '0 i IAPO 114-) v(" Permit Number: C6/flit/ l i'-/��v v(7 I , Legal Description G� RE# Valuation of Work(Replacement Cost)$, +5 , O0c .seated/Cooled SF l 0 K) Non-Heated/Cooled • Class of Work(Circle one): New Add tion Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal De ribe in detail the type of work to b• performed: j,u O p G)-1:d'/vl c,� /'P•'7 1/ 074. Florida Product Approval# for multiple products use p(oduct approval form Property Owner Information it c., U 1 p,,n.J i4o NS"1 ("44 Name: 1 ,(:)A t - 0.59,X C/YI i-1--'- - Address: 1013 2 ShN Vd 5 t Q/v City �" etc.CkS'40•I e. !State j%1^ Zip S3j,�t5-7 Phone goyA335"a-tir E-Mail h c;AJ d /`Q,1 itwy+�•i'Ue h b F. t w\ Owner or Agent(If Agent, ower of Attorney or Agency Letter Required) 4 O 4IRod S 4 550 Jam. Contractor Information . Name of Compan : i C A .'UG f ``4. alifying Age t: .,.�" • A` . • Address goo " el) /S h City - - i 1/tate Zip 3 22 S"7 Office Phone0r30 3 ac Job Site/Contact Number CI ti." -1--y 4i S//2_ State Certifica /Registration#/3c I/_6-75•07E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS,FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOU N TICE F COMMENCEMENT. 14tiri6r,l� (Signature of Owner or gent) (Signature of Contractor) (including contractor) Signed and sworn to(or affirmed) before me this 1b day of I ned and sworn to(or affirmed) before me this c.L Ai of 40,4- , , �ci$ ,by 'rluuw M Shag; Russel I,7( L/C , 201e , by a 'UD d7Es G elvikslibn9 YY`aJ.>ii_` - � > U (Signature of Notary) e . - 'P''g.,k- REFIK •-• IC �(]Personal! Known OR y , , ;mss MY COMMISSION N FF 970810 Y ,o,,r; CHARLENE MARIE BENNETT [ ]Personal! Known OR a [ ]Produced Identification :r. l'"1, `)- EXPIRES:March 13,2020 ,., .: Commission#FF 949741 [ ]Produced Identification ':+•tom o - • tic ten Type of Identification: h 21 2020 Type of Identification: _,•'4 ' -r'-.- . - --.—__:= - -'1 '.8e,0'' Bonded Pro Troy Fein Insurance W0.385-7019 Vi ' sr CITY OF ATLANTIC BEACH r ` ''.' 800 Seminole Road Y Atlantic Beach,Florida 32233 J r REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS S Date b- --/7-/S? Revision to Issued Permit Corrections to Comments Permit# 1 O j4/i1,I—O. Project Address / Olav,0 2_1 'T J 3lv Contractor/Contact Name (//) C S r ( CD-4 c T((CC,/7 Phone '70 1e. '9 --.5-7 1 2 Email ✓ 2 f-S I c 736_;,04 € Description of Proposed Revision/Corrections: Permit Fee Due $ OA M e 1l 3 Q..0e(es (`-CCt) I -} k - 4- Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed e) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved 7 Denied Not Applicable to Department PP P Revision/Plan Review Comments De•artment Review Required: Building10 • arming &Zoning Reviewed By Tree Administrator Public Works q Public Utilities </ (`t to P P . ' Safe D CITY OF ATLANTIC BEACH 800 Seminole Road T.54 '` J +r Atlantic Beach,Florida 32233 vi REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date f 7-- /� Revision to Issued Permit_ Corrections to Comments Permit( Of P7/n N-047 Project Address I b2 ( f ( I S 3 575 Contractor/Contact Name iyA es v....... Cor\'ST 0 CT (ON) — �+ Phone L(g— S[ 1z Email in ES( Gfrrn I130 [ NE 1 Description of Proposed Revision /Corrections: Permit Fee Due $ fi Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities ?) /7 Pus . - . ate Fire Services MINOR INTERIOR ALTERATIONS OF AN�EXISTING RESTAURANT FOR: � M � DD G� A�� I�OM�C� OGS FOOD 1021 ATLANTIC BLVD. SLE LOCATION MAP PARCEL MAP;4- ATLA NTIC BEACH, FLA. 32233 1 1 % V V L_ V I LOCATION SEE PLANS KEY MAP THE CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR ANY DOCUMENTATION NECESSARY To VERIFY THAT ALL PRODUCTS REQUIRING PRODUCT APPROVAL PER FS 553.842 ARE IN COMPLIANCE PROJECT/CODE SUMMARY PROJECT NAME: PROJECT ADDRESS: LOCAL JURISDICTION ZONING: JUMPIN JAX 1021 ATLANTIC BLVD ATLANTIC BEACH, FLA. 32233 JACKSONVILLE BUILDING & SAFETY ACG BUILDING CODES: 2017 FLORIDA BUILDING CODE (6th EDITION) 2017 FLORIDA EXISTING BUILDING CODE (6th EDITION) •• WORK AREA COMPLIANCE METHOD (CHAPTERS 5-13) THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 & 8, 2017 EXISTING BUILDING CODE (6th EDITION) ••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT 2017 FLORIDA MECHANICAL CODE (6th EDITION) 2017 FLORIDA PLUMBING CODE (6th EDITION) 2012 FIRE PREVENTION CODE (6th EDITION) • NFPA 1 • NFPA 101 2011 NATIONAL ELECTRICAL CODE OCCUPANCY TYPE: NO CHANGE GROUP A-2 (ASSEMBLY) CHAPTER 3 FIRE RESISTANCE: NO CHANGE UNPROTECTED, NON—SPRINKLED CHAPTER 4 & 7 SQUARE FOOTAGE: NO CHANGE ±3057 S.F. CHAPTER 5 • STORIES: CONSTRUCTION TYPE: NO CHANGE 111—B CHAPTER 6 OCCUPANT LOAD/EGRESS: 125 OCCUPANTS CHAPTER 10 • TABLE 1004.1.2 SEE BREAKDOWN SHEET A-4 • EGRESS WIDTH •• DOORS A(�2 x 125=�25"REQ. (186" PROVIDED) •• S AIRS • MAX. TRAVEL DIST. 95'-0" • MIN. EGRESS WIDTH 36" • TOTAL EXITS 3 PROVIDED (2 REQUIRED) 2012 FLORIDA ACCESSIBILITY: 100% ADA COMPLIANT: YES VERTICAL ACCESSIBILITY: N/A IDENTIFY 20% HANDICAP UPGRADES: N/A AN ACCESSIBLE ENTRANCE: YES AN ACCESSIBLE ROUTE TO ALTERED AREA: YES ACCESSIBLE RESTROOM: YES ACCESSIBLE FOUNTAIN: N/A FPC 410.3 ADDITIONAL ACCESSIBLE ELEMENTS: PLUMBING REQUIREMENTS- OCCUPANCY USE (A-2) C125 / 2 = 63 MEN 63 WOMEN W R oS R UIR EN per (MEN & WOMEN) LAVATORY REQJIREMENTS 1per200 (MEN & WOMEN) PER FPC 403.1(1) p FOR CODE COMPLIAN REQUIRED PROVIDED GENERAL NOTES: 1 3 11. All construction must comply with all governing codes 2. ADA issues will comply to the Accessibility Codes as established by the local govern ng codes. 3 3. All contractors & sub—contractors will thoroughly familiarize themselves with theseonstruction documents & will verify existing site & building condition prior to Sulmitting a bid. 4. Sub—contractors before starting their work will check & verify their particular relate requiremen.s for compliance along with measurements, surface levels, & surfa e conditions near & about their work. It will be concluded that each bidder understands & knows what will be 1 required. W. F. N/A 5. This Architect & his professional consultants will not have control of & will not be responsible -or construction means, methods, sequences, or safety precautions in connection with the work on the project or for the acts or omissions of the contractor, sub—contractor, or any 1 other persons performing any of the work on this site. 6. All contractors will provide adequate bracing and/or shoring to insure structural Sta ility of the building & all related building components, (i.e.) Structural Walls, Interior Wail Assemblies etc. during the construction phase of this project. 7. All work will be coordinated with other trades in order to avoid interference & preserve maximun headroom & avoid omissions. Each contractor will include all miscellaneous items required by code & needs to complete this work. 8. All material used will be new & bear UL labels where required & meet appropriate NEMA standa'ds. 9. Layout all partitions before beginning construction to prevent errors by discrepancy. All drywall partitions will be installed as noted on the drawings. DO NOT SCALE THE DRAWINGS. 10. Verify all dimensions in the field prior to ordering, cutting and/or installing material product or equipment. In the event of any discrepancies, contact the Architect before preceding with that work. 11. All sub—contractors will provide a certificate of insurance to the owner prior to sta ting any war( on this project. Certificate of insurance cannot be terminated or canceled without 10 days prior written notice to the owner. 12. No substitutions of any kind for materials specified on these construction documents is allowed. No "Equivalent" substitutions will be made, unless approved in writhing by the Architect & approved by the owner due to the lack of availability of original. 13. Each contractor is responsible for the first class workmanship & will assume all re ponsibility fcr the care & protections of his own work & material from damage. He will make good any damage to his own or other work cause by himself or workman employed by him. 14. Each contractor will abide by local area standard & related OSHA standards for the safety of their employees on site. This Architect & his professional consultants will be held harmless by the owner, GC, and related awarded trades, on this project for accidents of injuries caused or accrued on this property during construction phases of this project. 15. Should Fire Alarm & sprinkler drawings become a requirement, it will be the responsibility of the sub—contractor and to be submitted as separate permit issue. COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, F L. #4630 DESIGNER, EXPRLSSLY K� THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THF-XPRESS WRITTL - THEY TO BE ASSIGNED TO AN PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. PROJECT/CODE SUMMARY PROJECT NAME: PROJECT ADDRESS: LOCAL JURISDICTION ZONING: JUMPIN JAX 1021 ATLANTIC BLVD ATLANTIC BEACH, FLA. 32233 JACKSONVILLE BUILDING & SAFETY ACG BUILDING CODES: 2017 FLORIDA BUILDING CODE (6th EDITION) 2017 FLORIDA EXISTING BUILDING CODE (6th EDITION) •• WORK AREA COMPLIANCE METHOD (CHAPTERS 5-13) THE RENOVATIONS OF THE EXISTING SPACE CONSTITUTES A LEVEL 2 ALTERATION AND SHALL COMPLY WITH THE PROVISIONS OF CHAPTER 7 & 8, 2017 EXISTING BUILDING CODE (6th EDITION) ••• LEVEL 2: LEVEL 2 ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELIMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITIONAL EQUIPMENT 2017 FLORIDA MECHANICAL CODE (6th EDITION) 2017 FLORIDA PLUMBING CODE (6th EDITION) 2012 FIRE PREVENTION CODE (6th EDITION) • NFPA 1 • NFPA 101 2011 NATIONAL ELECTRICAL CODE OCCUPANCY TYPE: NO CHANGE GROUP A-2 (ASSEMBLY) CHAPTER 3 FIRE RESISTANCE: NO CHANGE UNPROTECTED, NON—SPRINKLED CHAPTER 4 & 7 SQUARE FOOTAGE: NO CHANGE ±3057 S.F. CHAPTER 5 • STORIES: CONSTRUCTION TYPE: NO CHANGE 111—B CHAPTER 6 OCCUPANT LOAD/EGRESS: 125 OCCUPANTS CHAPTER 10 • TABLE 1004.1.2 SEE BREAKDOWN SHEET A-4 • EGRESS WIDTH •• DOORS A(�2 x 125=�25"REQ. (186" PROVIDED) •• S AIRS • MAX. TRAVEL DIST. 95'-0" • MIN. EGRESS WIDTH 36" • TOTAL EXITS 3 PROVIDED (2 REQUIRED) 2012 FLORIDA ACCESSIBILITY: 100% ADA COMPLIANT: YES VERTICAL ACCESSIBILITY: N/A IDENTIFY 20% HANDICAP UPGRADES: N/A AN ACCESSIBLE ENTRANCE: YES AN ACCESSIBLE ROUTE TO ALTERED AREA: YES ACCESSIBLE RESTROOM: YES ACCESSIBLE FOUNTAIN: N/A FPC 410.3 ADDITIONAL ACCESSIBLE ELEMENTS: PLUMBING REQUIREMENTS- OCCUPANCY USE (A-2) C125 / 2 = 63 MEN 63 WOMEN W R oS R UIR EN per (MEN & WOMEN) LAVATORY REQJIREMENTS 1per200 (MEN & WOMEN) PER FPC 403.1(1) p FOR CODE COMPLIAN DRAWING INDEX: REViEWE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITTJONS REVIEWED BY: ;2— DATE: { ARCHITECTURAL MECHANICAL G-1 COVER/CODE SUMMARY/PROJECT INFO M D-1 DEMOLITION PLAN —1 MECHANICAL PLAN A-1 FLOOR PLAN A-2 ENLARGED PLAN A-3 EQUIPMENT PLAN A-4 LIFE SAFETY PLAN A-5 REFLECTED CEILING PLAN ELECTRICAL E-1 POWER PLAN E-2 LIGHTING PLAN PLUMBING P-1 PLUMBING PLAN P-2 PLUMBING ISOMETRIC P-3 NATURAL GAS ISO TITLE 0 CSA JUt 1 7 7f?18 SCALE N.T.S. w z 0 a_ Cn w Df I- z w 0 U w wcif nul too V�E H0 N Z a H, Q J_ LU S > Z I -0 N c. H 9 > a e � c. a Q 0 M O M CV (V Cl) REQUIRED PROVIDED W. C. 1 3 z LAV. 1 3 Z W.0 1 4 LAV. 1 3 W. F. N/A FPC 410.3 0 SERVICE 1 1 DRAWING INDEX: REViEWE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITTJONS REVIEWED BY: ;2— DATE: { ARCHITECTURAL MECHANICAL G-1 COVER/CODE SUMMARY/PROJECT INFO M D-1 DEMOLITION PLAN —1 MECHANICAL PLAN A-1 FLOOR PLAN A-2 ENLARGED PLAN A-3 EQUIPMENT PLAN A-4 LIFE SAFETY PLAN A-5 REFLECTED CEILING PLAN ELECTRICAL E-1 POWER PLAN E-2 LIGHTING PLAN PLUMBING P-1 PLUMBING PLAN P-2 PLUMBING ISOMETRIC P-3 NATURAL GAS ISO TITLE 0 CSA JUt 1 7 7f?18 SCALE N.T.S. w z 0 a_ Cn w Df I- z w 0 U w wcif nul too V�E H0 N Z a H, Q J_ LU S > Z I -0 N c. H 9 > a e � c. a Q 0 M O M CV (V Cl) 0 O O w n CD z X w ±5l'-7" WALT GOC I , , I I I I I I I I II I I I I II I II I 11 I II I II , I L_J , F --I L_J J I I I I I I I REPLACE ALL RECEPTACLES WITHIN KITCHEN AREA TO GFI TYPE RECEPTACLES FOOD SII' STRG. I EXISTING E— PAN ELS TO REMAIN HAND SINK TO REMAIN COLUMN TO --- COLUMN TO REMAIN EXISTING CONC. WALK COLUMN TO REMAIN COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLi 1 ERVES HIS COPYRIGHT AND OTHEN PR()PERTi RK'Hi A THESE PLANS. THESE PL \NS AND DRAWINGS ARE NOT TO BE REPRODUCED, c HANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE E °' ��' " [ _ �'1 nr-i ��'T �_)F GERARD VERMEY, ARCHiTECi. I i"=+F -",RE THEY TO BE ASSIGNED TC ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. � I 'I I I L I 'I I i I I AREA OF EXISTING RESTROOMS ' PREVIOUSLY DEMO'd, REFER TO PROPOSED FLOOR PLAN FOR I RE -BUILD ' I I ■ I 'I ■ I ' I I I 'I I ■ I 'I L--- —------------ 1 COLUMN TO f REMAIN I I THIS TENANT WALL TO BE PATCHED AND ' REPAIRED DUE TO DEMOLITION & ■ CONSTRUCTION SO TO MAINTAIN ' ORIGINAL DESIGNED RATING. ALL PENETRATIONS SHALL BE CAULKED WITH RATED CAULK EQUAL TO WALL RATING. I ■ I i' i ■ II' • u EXISTING FLOOR PLAN z z Q a- z :D ~ U� U I- n O WD U) Q w Q Z_ Q � m Cn J z �O U a J J � Q j i- p Q W Z� LJ I- O � O U Q Of Z F— Z V) C) X U LiJ I Ln DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PARTITION I FC7F-M DEMO PLANSY4SCALEO„ ya v -Q I-C4U. N rc 3 V a � m Q N j Q _J Lu > Z 21-0 ccN 9 � a 49 0 o � a a a a Q O CO • M N (� n N LL a u_o F = Iul U I"q W z (J�1 00 ml J�U U X W F Q @ Z Q OJ z Q Z O H ujF Q d m m � 0 U Ir W Z z Q 0 o ZaQ N O 1/2 WALLSTUD BLOCKING 0 6'-0" O.C. 3-2x4 STUDS 0 ea. HOLD DOWN MTL. STUD 0 SEE SECTION METAL STUDS Yz" G.W.B. ALL END OF WALL FOR HOLD 0 24" O.C. SIDES DOWN TYPE SECTION A -A IN LIEU OF WOOD lx CAP, G.W.B. WILL BE ACCEPTABLE, COORDINATE w/ TENANT 3' LIGHT SEAL w/ MASTIC BETWEEN TOP PLATE & WOOD CAP DBL. 2x4 TOP PLATE Yz" G.W.B. ALL SIDES AT TA PLUMB WALL & SECURE Ln RIGIDLY TO HOLDOWN 20ga METAL STUD FRAMING 0 24" O.C. SIMPSON HDU2-SDS2.5 HOLDOWN 0 6'-0" O.C. OR APPROVED EQUAL HUS -H 16.5 160/50ho HILTI SCREW ANCHOR OR APPROVED EQUAL. @ CORRAL WALL 3/„-1,-0„ 4 6” CUSTOMER FRP COVERING 72 r• L T YVU. ea. SIDE LEGS: PLASTIC LAMINATE OVER SEE CORRAL PLYWD. CORE 0 48" WALL ABOVE O.C. TEN) Q0 CUSTOMER SIDE 3' 2'-1 " Y2" PLYWD. ea. SIDE FRP COVERING SEE CORRAL WALL ABOVE COUNTER 'A' COUNTER 'B' @ P.O.S AREA ANTI—BACTERIAL LAY—IN CLG. TILE IN SUSPENDED METAL GRID 0 KITCHEN SIDE ONLY A.F.F. SOFFIT HEIGHT TO ALIGN w/ EXISTING Oga METAL STUD RAMING 0 24" O.C. G.W.B. ALL SIDES EXISTING WALL HEADED OFF 0 TENANTS REQUIRED HEIGHT COORDINATE w/ TENANT (FIELD ADJUST AS REQ'd) PLASTIC LAMINATE 1 ' - 4" FINISH OVER PLYWD CORE, or EQUAL 7" )WER SHOT SEE CORRAL kSTENER 0 WALL ABOVE ?" O.C. F.11 DBL. 2x4 TOP PLATE Q0 A 1 REFER TO SHEET E-2 (ROOF PLAN) FOR FURTHER INFORMATION IN THIS AREA m x CA Z 0 0 O z EXISTING JYPE I HOOD / EXISTING ANSUL 3c MAKE—UPI AIR WALK-IN COOLER 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 II I II I I I I I I I II L_J � � I I I I I II I I I I I I I I I I I I I I I I II I II I I I I I I I II I II I I I L_J J I I I I I I I I K i O 3I6 " A. -.F. P.O.S. OUNTER 'B' 34" A.F.F. COU N 3' H I _1 o• 12,-6„ SERVICE FLOW L EXISTING 3'-6 3'-107�g" 12)-18 COLUMN EXISTING F.D. WALK-IN�z, , COOLER:.. UTI LITY I ER 6" PLUMBING WALL I ie, 0q �I IEXISTING 0 ■ STRG. ,( F. D. I ;z MEN A 'rEXISTING N �I ®LiI 5'-4/2„ • o � I WOMEN M E N SCJ 1 I _ - --- N I I O i I I f i6" PLUMBING WALL SEE SHEET A-2 U FZ Q a - DINING w � - O n 17'- 2Y2„ Z ED Ucn - . ■ Q W Z 111 m 10'-2" DINING 10'-gyg„ 11'x2'-0" BASE w/ COUNTER TOP N '34" 1. F. F. BEVERAGE G N DINING 36,-3„ 5'-2" ■ EXISTING CONC. WALK WALL TYPE ❑ WAL TYPE - F—A] © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RE RUES HIS COPYRIGHT AND OTHEP PROPERT r PIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTE CONSENT OF GERARD VERMEY, ARCHITECT, f1 =1R ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXPOSED CEILING ALL STRUCTURAL STEEL, CEILING COMPONENTS, SUSPENDED FROM STRUCTURE OR AFFIXED TO STRUCTURE, CONDUIT/PIPING SHALL BE PAINTED ALL BLACK. FIRE PERFORMANCE & SMOKE DEVELOPMENT FOR ALL NEW CONSTRUCTION DRAWN HEREIN SHALL COMPLY w/ THE FOLLOWING FLAME SPREAD INDEX & SMOKE DEVELOPMENT INDEX per FBC 803.1.1 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE DEVELOPMENT INDEX 0-450 EXISTING HOODS HOOD IN THIS RESTAURANT IS EXISTING w/ AN EXISTING ANSUL SYSTEM THAT IS FULLY FUNCTIONAL, NO CHANGES OR ALTERATIONS REQUIRED FOR THIS PROJECT NEW INSTALLATION and/or ALTERATIONS TO AN EXISTING HOOD SUPPRESSION SYSTEM REQUIRE SEPARATE PERMIT & PLANS REVIEW DOR 8c HARDWARE DOOR TYPE DOOR SIZE yGl HARDWARE TYPE ABBREVIATIONS HARDWARE TYPE EXIST= EXISTING CLSR — CLOSER (ADA) (HC) = HOLLOW CORE E(P) — EGRESS (PANIC) (MTL)= METAL KP — KICK PLATE (SC) = SOLID CORE P/P — PUSH/PULL (SF) = STOREFRONT PSG — PASSAGE PVT.— PRIVATE 1 STRG.— STORAGE A-2 HARDWARE NOTE: 1. CLOSER'S ON DOORS MUST MEET 2018 FBC, ACCESSIBILITY 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1.1 INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 1.2 SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 1.3 EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 POUNDS (37.8 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 2. PRIVACY LEVERS 0 RESTROOMS TO HAVE PUSH LOCK TYPE DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 20176th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA qq ES PARTITION LEGEND C L- - EXISTING CMU EXTERIOR WALL KNEE WALL BELOW COUNTER vxlxxxx EXISTING INTERIOR WALL WALK—IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL FLOOR PLAN Y4SGALEo �a f � T Wao N LL V � Q � m ayLa Q J Z H O iii 0 9 >a� n o 0 It Ic a Q ■ O M .I :� (V 'JZ ::)O 0 ■ U LL d Z Q J Q ' 6,-3Y2„ J > 4 = cnU �o ■ ZJ nnnnnn I _I Q LLJ Z E W • I— O =m R0 '—0 Lu ., Z Q O Q uz Z � J � Z O 'In x U ■ LiJ ■ !1 ■ L■ �I 36,-3„ 5'-2" ■ EXISTING CONC. WALK WALL TYPE ❑ WAL TYPE - F—A] © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RE RUES HIS COPYRIGHT AND OTHEP PROPERT r PIGHT IN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTE CONSENT OF GERARD VERMEY, ARCHITECT, f1 =1R ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXPOSED CEILING ALL STRUCTURAL STEEL, CEILING COMPONENTS, SUSPENDED FROM STRUCTURE OR AFFIXED TO STRUCTURE, CONDUIT/PIPING SHALL BE PAINTED ALL BLACK. FIRE PERFORMANCE & SMOKE DEVELOPMENT FOR ALL NEW CONSTRUCTION DRAWN HEREIN SHALL COMPLY w/ THE FOLLOWING FLAME SPREAD INDEX & SMOKE DEVELOPMENT INDEX per FBC 803.1.1 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE DEVELOPMENT INDEX 0-450 EXISTING HOODS HOOD IN THIS RESTAURANT IS EXISTING w/ AN EXISTING ANSUL SYSTEM THAT IS FULLY FUNCTIONAL, NO CHANGES OR ALTERATIONS REQUIRED FOR THIS PROJECT NEW INSTALLATION and/or ALTERATIONS TO AN EXISTING HOOD SUPPRESSION SYSTEM REQUIRE SEPARATE PERMIT & PLANS REVIEW DOR 8c HARDWARE DOOR TYPE DOOR SIZE yGl HARDWARE TYPE ABBREVIATIONS HARDWARE TYPE EXIST= EXISTING CLSR — CLOSER (ADA) (HC) = HOLLOW CORE E(P) — EGRESS (PANIC) (MTL)= METAL KP — KICK PLATE (SC) = SOLID CORE P/P — PUSH/PULL (SF) = STOREFRONT PSG — PASSAGE PVT.— PRIVATE 1 STRG.— STORAGE A-2 HARDWARE NOTE: 1. CLOSER'S ON DOORS MUST MEET 2018 FBC, ACCESSIBILITY 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1.1 INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 1.2 SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 1.3 EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 POUNDS (37.8 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 2. PRIVACY LEVERS 0 RESTROOMS TO HAVE PUSH LOCK TYPE DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 20176th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA qq ES PARTITION LEGEND C L- - EXISTING CMU EXTERIOR WALL KNEE WALL BELOW COUNTER vxlxxxx EXISTING INTERIOR WALL WALK—IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL FLOOR PLAN Y4SGALEo �a f � T Wao N LL V � Q � m ayLa Q J Z H O iii 0 9 >a� n o 0 It Ic a Q cm W ODs C4 O M O O °' (V jJ n N 0 LL Z Q J Q LL H = cnU ul nnnnnn I _I W R0 Lu Z a O Q uz J O W Q Z O H w ci 4 J m o U w w Z z Q 0J za< CD 0 r - cm W ODs C4 HEIGHT VARIES FIELD VERIFY WALL TYPE D HEIGHI VARI FIELD VERI EXISTING STRUCTURE ACOUSTICAL CEILING TILE IN METAL GRID SUSPENDED FROM EXISTING STRUCTURE ABOVE ® 10'-0" A.F.F. Y2" G.W.B. ea. SIDE FULL HEIGHT 3%" or 6" 25ga. MTL STUD ® 24" O.C., SEE PLAN 3%"or 6" 25ga MTL STUD FIRE BLOCKING ® 48" A.F.F. VERT. 3518" 25ga METAL BOT. TRACK FASTENED TO - FINISH FLOOR w/ POWER SHOT ® 32" O.C. (min) F.F. ACOUSTICAL CEILING TILE IN METAL GRID SUSPENDED FROM EXISTING STRUCTURE ABOVE ® 10'-0" A.F.F. Y2" G.W.B. ® 48" A.F.F. to FULL HEIGHT ® NET WALLS PROVIDE (1) LAYER OF Y2" MOISTURE RESISTA T (M.R.) G.W.B.w/ NON ABSORBENT FINISH FROM F.F. UP TO 8" A.F.F. OF RESTROOM SIDE; PROVIDE 'Y4' PLYWD BA KING ® WALL MOUNTED WALL TYPE ❑ HIS COPYRIGHT AND OTHER I F Ji -LI r lI rl l J THESE PLANS. THESE PLANS CONSENT OF (=ERARD VERMEY, ARCHITECT. f,'K)R ARE THEY TO BE ASSIGNED TO FIXTURES © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN 3%"or 6" 25ga. MTL O STUD ® 24" O.C. TIGHT AGAINST fl n I EXISTING, SEE PLAN 25ga METAL BOT. TRACK FASTENED TO FINISH O LOOR w/ POWER SHOT U)nnnnnn ® 32" O.C. (min), SEE U PLAN FOR SIZE WALL TYPE [—] METAL STUD/TRACK BRACE ATTACHED TO EXISTING 32" O.C. (min) — 48" O.C. (max) Y2" G.W.B. TFT SIDE,— — FUL'L HEIGHT — EXISTING EXTERIOR CMU WALL ACOUSTICAL CEILING TILE / IN METAL GRID SUSPENDED FROM EXISTING STRUCTURE ABOVE ® 10'—O" A.F.F. 3%" 25ga MTL STUD FIRE BLOCKING ® 48" A.F.F. VERT. ® WET WALLS PROVIDE (1) LAYER OF Y2" MOISTURE RESISTANT (M.R.) G.W.B.w/ NON ABSORBENT FINISH FROM F.F. UP TO 48" A.F.F. OF RESTROOM SIDE; PROVIDE -Y4' PLYWD BACKING ® WALL MOUNTED FIXTURES 3%" or 6" 25ga. MTL STUD ® 24" O.C., SEE PLAN 3%" 25ga METAL BOT. TRACK FASTENED TO FINISH FLOOR w/ POWER / SHOT ® 32" O.C. (min) F. F. _WALL TYPE E EXISTING STRUCTURE ®10'-0" A.F.F. ACOUSTICAL CEILING TILE IN METAL GRID SUSPENDED FROM EXISTING STRUCTURE CTURE �— 3%" 25ga MTL STUD Y2, G.W.B. THIS SIDE, - FULL HEIGHT FIRE BLOCKING ® 48 A.F.F. VERT. ® WET WALLS PROVIDE (1) LAYER OF )�" MOISTURE RESISTANT (M.R.) G.W.B.w/ NON ABSORBENT FINISH FROM F.F. UP TO 48" A.F.F. OF RESTROOM SIDE; PROVIDE -Y4" PLYWD BACKING ® WALL MOUNTED FIXTURES - 3%' or 6" 25ga. MTL STUD ® 24" O.C., SEE PLAN 3%" 25ga METAL BOT. TRACK FASTENED TO FINISH FLOOR w/ POWER SHOT ® 32" O.C. (min) EXISTING E- PAN ELS URINALS MIRROR MAX BOWL 17" MIN DEPTH 6X2" 19" MAX INSIDE OF FRAME REFLECTIVE SURFACE x Z INSUL.-,,,,., EPDXY PAINT rte) N TO 48" A.F.F. LAVATORY COUNTER SOAP DISPENSER 54" (MIN) L: 42" 12" GRAB BAR MAX PLYWD BACKING � z WK EPDXY PAINT AROUND RESTROOM PERIMETER UP TO 48" A.F.F. 7"MIN 9"MAX 12" CTR. OF tM�A> GRAB BAR CTR. OF ROLL Z 0 m 00�� \l 0 d ^ UNS LOln�= Q PAPER TOWEL TOILET STALL DISPENSER FIXTURE MOUNTING HEIGHTS & DISTANCES DINING ENLARGED FLOOR PLAN SCALE Y2"=1 '-0" Z Z �o c U W X �a PLYWD BACKING = w V) o� I-- < V O O EXPOSED CEILING ALL STRUCTURAL STEEL, CEILING COMPONENTS, SUSPENDED FROM STRUCTURE OR AFFIXED TO STRUCTURE, CONDUIT/PIPING SHALL BE PAINTED ALL BLACK. REFER TO SUPPRESSION DRAWINGS FOR NEW DESIGN OF THIS AREA. FIRE PERFORMANCE & SMOKE DEVELOPMENT FOR ALL NEW CONSTRUCTION DRAWN HEREIN SHALL COMPLY w/ THE FOLLOWING FLAME SPREAD INDEX & SMOKE DEVELOPMENT INDEX per FBC 803.1.1 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE DEVELOPMENT INDEX 0-450 DOOR HARDWARE DOOR TYPE DOOR SIZE `5G1 HARDWARE TYPE ABBREVIATIONS HARDWARE TYPE EXIST= EXISTING CLSR - CLOSER (ADA) (HC) = HOLLOW CORE E(P) - EGRESS (PANIC) (MTL)= METAL KP - KICK PLATE (SC) = SOLID CORE P/P - PUSH/PULL (SF) = STOREFRONT PSG - PASSAGE PVT.- PRIVATE STRG.- STORAGE HARDWARE NOTE: 1. CLOSER'S ON DOORS MUST MEET 2018 FBC, ACCESSIBILITY 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1.1 INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 1.2 SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 1.3 EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 POUNDS (37.8 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 2. PRIVACY LEVERS ® RESTROOMS TO HAVE PUSH LOCK TYPE TACTILE SIGN R16 RESTROOM SIGN MOUNTING HEIGHTS DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE–SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PARTITION LEGEND r-- - - - - - - - - - - - - - - - , L - - -------- -- - -- -- � EXISTING CMU EXTERIOR WALL KNEE WALL BELOW COUNTER EXISTING INTERIOR WALL WALK-IN COOLER STING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL lr1 DENOTES WET WALL FLOOR PLAN SCALE: AS NOTED NOT DRAWN FOR CLARITY BUT SHALL BE PROVIDED. FILL O RESTROOM WALL CAVITIES ONLY w/ R11 FRICTION FIT 0O` FIBERGLASS BATT INSULATION UP TO SUSPENDED CEILING WALL TYPE❑ WALL TYPE ❑ HIS COPYRIGHT AND OTHER I F Ji -LI r lI rl l J THESE PLANS. THESE PLANS CONSENT OF (=ERARD VERMEY, ARCHITECT. f,'K)R ARE THEY TO BE ASSIGNED TO HEIGHT AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN 4NY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN N c'7 O URINALS MIRROR MAX BOWL 17" MIN DEPTH 6X2" 19" MAX INSIDE OF FRAME REFLECTIVE SURFACE x Z INSUL.-,,,,., EPDXY PAINT rte) N TO 48" A.F.F. LAVATORY COUNTER SOAP DISPENSER 54" (MIN) L: 42" 12" GRAB BAR MAX PLYWD BACKING � z WK EPDXY PAINT AROUND RESTROOM PERIMETER UP TO 48" A.F.F. 7"MIN 9"MAX 12" CTR. OF tM�A> GRAB BAR CTR. OF ROLL Z 0 m 00�� \l 0 d ^ UNS LOln�= Q PAPER TOWEL TOILET STALL DISPENSER FIXTURE MOUNTING HEIGHTS & DISTANCES DINING ENLARGED FLOOR PLAN SCALE Y2"=1 '-0" Z Z �o c U W X �a PLYWD BACKING = w V) o� I-- < V O O EXPOSED CEILING ALL STRUCTURAL STEEL, CEILING COMPONENTS, SUSPENDED FROM STRUCTURE OR AFFIXED TO STRUCTURE, CONDUIT/PIPING SHALL BE PAINTED ALL BLACK. REFER TO SUPPRESSION DRAWINGS FOR NEW DESIGN OF THIS AREA. FIRE PERFORMANCE & SMOKE DEVELOPMENT FOR ALL NEW CONSTRUCTION DRAWN HEREIN SHALL COMPLY w/ THE FOLLOWING FLAME SPREAD INDEX & SMOKE DEVELOPMENT INDEX per FBC 803.1.1 CLASS C = FLAME SPREAD INDEX 76-200; SMOKE DEVELOPMENT INDEX 0-450 DOOR HARDWARE DOOR TYPE DOOR SIZE `5G1 HARDWARE TYPE ABBREVIATIONS HARDWARE TYPE EXIST= EXISTING CLSR - CLOSER (ADA) (HC) = HOLLOW CORE E(P) - EGRESS (PANIC) (MTL)= METAL KP - KICK PLATE (SC) = SOLID CORE P/P - PUSH/PULL (SF) = STOREFRONT PSG - PASSAGE PVT.- PRIVATE STRG.- STORAGE HARDWARE NOTE: 1. CLOSER'S ON DOORS MUST MEET 2018 FBC, ACCESSIBILITY 404.2.9 DOOR AND GATE OPENING FORCE. FIRE DOORS SHALL HAVE A MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS SHALL BE AS FOLLOWS: 1.1 INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 1.2 SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 1.3 EXTERIOR HINGED DOORS SHALL BE DESIGNED SO THAT SUCH DOORS CAN BE PUSHED OR PULLED OPEN WITH A FORCE NOT EXCEEDING 8.5 POUNDS (37.8 N). THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 2. PRIVACY LEVERS ® RESTROOMS TO HAVE PUSH LOCK TYPE TACTILE SIGN R16 RESTROOM SIGN MOUNTING HEIGHTS DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE–SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PARTITION LEGEND r-- - - - - - - - - - - - - - - - , L - - -------- -- - -- -- � EXISTING CMU EXTERIOR WALL KNEE WALL BELOW COUNTER EXISTING INTERIOR WALL WALK-IN COOLER STING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL lr1 DENOTES WET WALL FLOOR PLAN SCALE: AS NOTED �Q04 I W °p S O 0O` ) °' N i�� N c'7 O z Z fl n I Q J D af H O = U)nnnnnn U w W W za m X U X � W Z Z Q O 0 U) U) iaJ Q 0 F Lu a M < 0 U 0� w F_ Z K Q O 0 J Z a _Q N 0 E3 �Q04 I W °p S K20 ®'36' A.F.F. • X_ COLUMN ® 36" K4 A.F.F. F)INING EQUIPMENT SCHEDULE Y ® 34" P. 0. S. Y ® 42" O CONDITION O A.F.F. A.F.F. 2 3 CASH REGISTER PROPOSED 3 S/S TABLE VARIESEACH—IN F43 SALAD COOLER r r�i irirrr..�r PROPOSED � U uJ F)INING WALK-IN COOLER STORAGE DISHWASH K14 O 1 O 1 O OFFICE o> I E711 K22 /;._�_ UTILITY K17, ® 34" (� K17 A.F.F. cn BEVERAGE l COLUMN LJIIVIIVIJ Q COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPI'RIGHT AND OTHER PROPERTY RIGHT IPI THESE PLANS. THE�;E PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS RITTEN CONSENT OF GERARD VERMEY, ARCHITECT, fl, -R "APE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. DECLARATIVE STATEMENT: TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , PLANS AND SPECIFICATIONS COMPLY WITH THE Af MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOC AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES EQUIPMENT SCHEDULE TAG QTY O CONDITION O HAND SINK WALK-IN COOLER STORAGE DISHWASH K14 O 1 O 1 O OFFICE o> I E711 K22 /;._�_ UTILITY K17, ® 34" (� K17 A.F.F. cn BEVERAGE l COLUMN LJIIVIIVIJ Q COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPI'RIGHT AND OTHER PROPERTY RIGHT IPI THESE PLANS. THE�;E PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS RITTEN CONSENT OF GERARD VERMEY, ARCHITECT, fl, -R "APE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. DECLARATIVE STATEMENT: TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , PLANS AND SPECIFICATIONS COMPLY WITH THE Af MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOC AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES EQUIPMENT PLAN�4SCALE: oa F N p T � ao N W Z tJ V a cc m Q N j p J W °CF. c z c 1- 0 cc ch Ul 0 9a� � D M a a EQUIPMENT SCHEDULE TAG QTY DESCRIPTION A PLUM. ELEC. CONDITION 1 2 HAND SINK EXISTING 2 3 CASH REGISTER PROPOSED 3 S/S TABLE VARIESEACH—IN F43 SALAD COOLER r r�i irirrr..�r PROPOSED EQUIPMENT PLAN�4SCALE: oa F N p T � ao N W Z tJ V a cc m Q N j p J W °CF. c z c 1- 0 cc ch Ul 0 9a� � D M a a OM O U- (V N M ~ Z R(L LJ Q J w D O LL � U uJ W F_ lvwl U m w U_ � Z • @ Z g 0 o Q z Z O F F LU Qa J a o m U w w z z Q 0 =a< 0 F_ N O WALL (or) CEILING MOUNT EXIT SIGN/LIGHT COMBO �Mlr�' CLOSER PANIC TYPE HARDWARE LIGHT WEIGHT TRUSS FRAME SYMBOL MOUNTING HEIGHT T�TILE EXIT w/ R SED BRIAL ulN OCCUPANT LOAD BREAKDOWN 2'-0" — (OCCUPY -ABLE SPACES) S.F. MAX OCC. SEAT COUNT EXPRESSL O MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th R LL_ W �i NON -SPRINKLED BUILDING O o a LLQ W Q � CD SINGLE STORY (< 25') 18 I m d (n Z Q 0 w NEPA 0 OCCUPANCY USE: GROUP A ( ASSEMBLY ) f- LL_ 0 0 �o I z I- � ~o J 1136 Jm O 92 + COIOLER - (UNCONCENTRATED) 101 -*A6.1.2.1 �0 cn WALL (or) CEILING MOUNT EXIT SIGN/LIGHT COMBO �Mlr�' CLOSER PANIC TYPE HARDWARE LIGHT WEIGHT TRUSS FRAME SYMBOL MOUNTING HEIGHT T�TILE EXIT w/ R SED BRIAL ulN OCCUPANT LOAD BREAKDOWN PROJECT INFORMATION (OCCUPY -ABLE SPACES) S.F. MAX OCC. SEAT COUNT EXPRESSL BAR SEATING MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th 2017 -F7 1 per 24" LINEAL INCHES NON -SPRINKLED BUILDING cn O N 6th EDITION of BAR - 18 SINGLE STORY (< 25') 18 }- + 3 (36'-3") NEPA 1 & 101 - 2015 EDITION OCCUPANCY USE: GROUP A ( ASSEMBLY ) DINING AREA 1 per 15 S.F. 304.1 WALK - I N+ wlUln w NEPA 101.6.1.2.1 TABLES & CHAIRS 1136 76 36" CLEAR 92 + COIOLER - (UNCONCENTRATED) 101 -*A6.1.2.1 REQUIRED SEPARATION: EXISTING 1 HOUR PROVIDED FBC 508.4 WAITING AREA + + + UTI LITY z + + + + _ NEPA 0 1 per 15 S.F. 136 9 603 - 0 �� z Z + + + w/ BATTERY BACK-UP DIRECTION OF EGRESS Y Q , + NFPA 101 TABLE 12.1.6 TYPE V(000) -X4 OCCUPANT LOAD: 1 W FBC 1004.1.1 (SEE BREAKDOWN) LOCATED SO THAT NO POINT ON TRAVEL ROUTE (SECONDARY) m P.O.S/OFFICE _ THE FLOOR IS MORE THAN 75' _- Q W Q NEPA 196 2 1 PROVIDED _ 1005.1 1 per 100 KITCHENZPREP AREA NFPA 101 TABLE 7.3.3.1 1 per 200 S.F. 553 3 - WALK-IN/STORAGE/UTILITY AREA MAX TRAVEL DIST: 95-0" FBC 1016.1 (200' 1 per 300 S.F. 237 1 - TOTAL OCCUPANCY 109 NFPA 125 ALL DINNING SURFACES DRAWN HEREIN ARE IN COMPLIANCE w/ F 902 & ANY AMOUNT OF CHAIRS CAN BE REMOVED AT ANY SURFACE LOCATION TO COMPLY w/ FAC 226, THE ACTUAL LOCATION MAY VARY AND CAN 13E BEST ACCOMMODATED BY THE REMOVAL OF ANY CHAIR AT THE REQUESTUD LOCATION OF CUSTOMER. 5% of 133 = 6.6 ±7 SPACES REQUIRED Al RESERVES HIS COPYR IRITTEN CONSENT OF GE EGRESS WIDTH 125 OCCUPANTS * 0.2 25" OF EGRESS R .Q. Al = 8 F E R S I E D @72"ea * 1 = 72" @36"ea * 1 = 36" @42"ea * 1 = 42" 150" / 0.2 = 750 OCC. CAPACITY Y J Q U z 0 U O Z m x w PROJECT INFORMATION T + + © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSL ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS Al RESERVES HIS COPYR IRITTEN CONSENT OF GE EGRESS WIDTH 125 OCCUPANTS * 0.2 25" OF EGRESS R .Q. Al = 8 F E R S I E D @72"ea * 1 = 72" @36"ea * 1 = 36" @42"ea * 1 = 42" 150" / 0.2 = 750 OCC. CAPACITY Y J Q U z 0 U O Z m x w 1 / /+ + + + + + -I- + + + + + + + 4 + + + + �" + + + + +STORAGE +- + + + + 4 + + + + + + ®+ + + + + + + + + + + + + + + + + + + + + + r - R E P'/ F. E. HALL IF�/7 OO ® 34" A.F.F. 1 71' 1 IF -11 ISI I=I ISI fl— /E. 36,_3„ V' C EXIT DISCHAR A R PANIC HARDWARE 'R 3070 DOOR 95' 64" CLEAR„ EXITCAPACITY: 320 52'-3” GHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THES( PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN RARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNEID TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 1� 4 A 1 s1 4 (D MEN 0 (<1 i 3 O 6 Z Z Q a- L I�V) V J U 0 . z�0 Wv) Q w ' o z U) ■ Q m o �1� 0 4 P 11 EXIT DISCHARGE PANIC HARDWARE A 3070 DOOR ° 34" CLEAR 95' EXIT CAPACITY: 170 <3> KEYNOTES 1. LIGHT -WEIGHT TRUSS FRAME SYMBOL. SEE MOUNTING HEIGHT DETAIL THIS SHEET 2. PANIC TYPE HARDWARE. SEE DETAIL 3. NEW EMERGENCY LIGHT w/ BATTERY BACK UP (TYP) 4. EMERGENCY EXIT - LIGHT COMBO w/ BATTERY BACKUP (TYP) LIFE SAFETY NOTES: FURTHEST TRAVEL DISTANCE TO EXIT= 95' EXIT DOORS SHALL HAVE TACTILE SIGNAGE TO COMPLY WITH NFPA 101.7.10.1.3 ALL EMERGENCY EXIT DOORS SHALL HAVE PANIC HARDWARE TO COMPLY WITH NFPA 101.7.2.1.7 FIRE EXTINGUISHERS SHALL BE MOUNTED @ 5'-0" A.F.F. FROM TOP OF EXTINGUISHER. LIGHTWEIGHT TRUSS FRAME SYMBOL TO BE CLEARLY POSTED AT FRONT ENTRY (ROOF ONLY) TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE PROVIDED AS REQUIRED BY NPA 101.7.10.1.3 TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI Al 17.1 , AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. WALL. FLOOR & CEILING FINISH NOTE: INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. • CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE - DEVELOPED INDEX 0-450. • CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE - DEVELOPED INDEX 0-450. • CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE - DEVELOPED INDEX 0-450. PER 2107 FBC 6th EDITION/TABLE 803.9 - ROOMS & ENCLOSED SPACES, ALL WALL & CEILING FINISHES SHALL BE OF 'C' CLASS FINISHES FLOOR FINISHES PER SECTION 804 • CLASS II "AMEREX" MODEL B500 / B500T HAND HELD TYPE A, B, C, #5 OR EQUAL AS INDICATED ON PLAN. (MOUNT NO MORE THAN 5'-0" A.F.F. FROM TOP OF EXTINGUISHER TO FLOOR) w z 0 0 - Cf) w z w 0 0 w w m u W I 03 N a oa 2 17 Ic WOO I- N LL q Q CC- m Lu Q J G 5 c H N cc 46 v > a J o 0 Z_, �o ' a a a 00 I PROJECT INFORMATION T + + + CODE REFERENCES USED CODE REQUIREMENTS ±3057 S.F. MINIMUM BUILDING CODES AND THE APPLICABLE 2017 FBC AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th 2017 FIRE PREVENTION CODE NON -SPRINKLED BUILDING cn O N 6th EDITION - 6th EDITION + SINGLE STORY (< 25') EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) }- + § u_ NEPA 1 & 101 - 2015 EDITION OCCUPANCY USE: GROUP A ( ASSEMBLY ) FBC 304.1 WALK - I N+ wlUln w NEPA 101.6.1.2.1 COOLER + + 36" CLEAR + COIOLER NFPA 101 -*A6.1.2.1 REQUIRED SEPARATION: EXISTING 1 HOUR PROVIDED FBC 508.4 EXIT CAPACITY: 180 + + + UTI LITY + + + + + _ NEPA 101 TABLE 6.1.14.4.1(b) PART 2 CONSTRUCTION TYPE: TYPE III -B FBC 603 + + �� z Z + + + w/ BATTERY BACK-UP DIRECTION OF EGRESS + + + + NFPA 101 TABLE 12.1.6 TYPE V(000) -X4 OCCUPANT LOAD: 1 125 (SEE BREAKDOWN) FBC 1004.1.1 (SEE BREAKDOWN) LOCATED SO THAT NO POINT ON TRAVEL ROUTE (SECONDARY) 2 _ THE FLOOR IS MORE THAN 75' _- NEPA 101 TABLE 7.3.1.2 EGRESS WIDTH: 1 PROVIDED FBC 1005.1 (25" REQ.) 1 NFPA 101 TABLE 7.3.3.1 MAX TRAVEL DIST: 95-0" FBC 1016.1 (200' ALLOWED) NFPA 101.12.2.6.2 200' ALLOWED ALLOWABLE DEAD END: 20' FBC 1020.4 NFPA 101.12.2.5.1.3 COMMON PATH: 75' (OCCUPANT LOAD <50) FBC 1029.8 NFPA 101.12.2.5.1.2 1 / /+ + + + + + -I- + + + + + + + 4 + + + + �" + + + + +STORAGE +- + + + + 4 + + + + + + ®+ + + + + + + + + + + + + + + + + + + + + + r - R E P'/ F. E. HALL IF�/7 OO ® 34" A.F.F. 1 71' 1 IF -11 ISI I=I ISI fl— /E. 36,_3„ V' C EXIT DISCHAR A R PANIC HARDWARE 'R 3070 DOOR 95' 64" CLEAR„ EXITCAPACITY: 320 52'-3” GHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THES( PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN RARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNEID TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 1� 4 A 1 s1 4 (D MEN 0 (<1 i 3 O 6 Z Z Q a- L I�V) V J U 0 . z�0 Wv) Q w ' o z U) ■ Q m o �1� 0 4 P 11 EXIT DISCHARGE PANIC HARDWARE A 3070 DOOR ° 34" CLEAR 95' EXIT CAPACITY: 170 <3> KEYNOTES 1. LIGHT -WEIGHT TRUSS FRAME SYMBOL. SEE MOUNTING HEIGHT DETAIL THIS SHEET 2. PANIC TYPE HARDWARE. SEE DETAIL 3. NEW EMERGENCY LIGHT w/ BATTERY BACK UP (TYP) 4. EMERGENCY EXIT - LIGHT COMBO w/ BATTERY BACKUP (TYP) LIFE SAFETY NOTES: FURTHEST TRAVEL DISTANCE TO EXIT= 95' EXIT DOORS SHALL HAVE TACTILE SIGNAGE TO COMPLY WITH NFPA 101.7.10.1.3 ALL EMERGENCY EXIT DOORS SHALL HAVE PANIC HARDWARE TO COMPLY WITH NFPA 101.7.2.1.7 FIRE EXTINGUISHERS SHALL BE MOUNTED @ 5'-0" A.F.F. FROM TOP OF EXTINGUISHER. LIGHTWEIGHT TRUSS FRAME SYMBOL TO BE CLEARLY POSTED AT FRONT ENTRY (ROOF ONLY) TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE PROVIDED AS REQUIRED BY NPA 101.7.10.1.3 TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI Al 17.1 , AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. WALL. FLOOR & CEILING FINISH NOTE: INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. • CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE - DEVELOPED INDEX 0-450. • CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE - DEVELOPED INDEX 0-450. • CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE - DEVELOPED INDEX 0-450. PER 2107 FBC 6th EDITION/TABLE 803.9 - ROOMS & ENCLOSED SPACES, ALL WALL & CEILING FINISHES SHALL BE OF 'C' CLASS FINISHES FLOOR FINISHES PER SECTION 804 • CLASS II "AMEREX" MODEL B500 / B500T HAND HELD TYPE A, B, C, #5 OR EQUAL AS INDICATED ON PLAN. (MOUNT NO MORE THAN 5'-0" A.F.F. FROM TOP OF EXTINGUISHER TO FLOOR) w z 0 0 - Cf) w z w 0 0 w w m u W I 03 N a oa 2 17 Ic WOO I- N LL q Q CC- m Lu Q J G 5 c H N cc 46 v > a J o 0 Z_, �o ' a a a 00 I + T + + + IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE 4 + - PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE + + AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th + + EXIT DISCHARGE + + + cn O N I - _I_ + PANIC HARDWARE EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) }- + § u_ + WALK-IN + 3868 DOOR WALK - I N+ wlUln w i COOLER + + 36" CLEAR + COIOLER LIFE SAFETY SYMBOL LEGEND z Z + + + + * DENOTES EXISTING + + EXIT CAPACITY: 180 + + + UTI LITY + + + + + _ - + + + + + + + + �� z Z + + + w/ BATTERY BACK-UP DIRECTION OF EGRESS + + + + + �� + + + ��- __ LOCATED SO THAT NO POINT ON TRAVEL ROUTE (SECONDARY) 2 _ THE FLOOR IS MORE THAN 75' _- 1 / /+ + + + + + -I- + + + + + + + 4 + + + + �" + + + + +STORAGE +- + + + + 4 + + + + + + ®+ + + + + + + + + + + + + + + + + + + + + + r - R E P'/ F. E. HALL IF�/7 OO ® 34" A.F.F. 1 71' 1 IF -11 ISI I=I ISI fl— /E. 36,_3„ V' C EXIT DISCHAR A R PANIC HARDWARE 'R 3070 DOOR 95' 64" CLEAR„ EXITCAPACITY: 320 52'-3” GHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THES( PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN RARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNEID TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 1� 4 A 1 s1 4 (D MEN 0 (<1 i 3 O 6 Z Z Q a- L I�V) V J U 0 . z�0 Wv) Q w ' o z U) ■ Q m o �1� 0 4 P 11 EXIT DISCHARGE PANIC HARDWARE A 3070 DOOR ° 34" CLEAR 95' EXIT CAPACITY: 170 <3> KEYNOTES 1. LIGHT -WEIGHT TRUSS FRAME SYMBOL. SEE MOUNTING HEIGHT DETAIL THIS SHEET 2. PANIC TYPE HARDWARE. SEE DETAIL 3. NEW EMERGENCY LIGHT w/ BATTERY BACK UP (TYP) 4. EMERGENCY EXIT - LIGHT COMBO w/ BATTERY BACKUP (TYP) LIFE SAFETY NOTES: FURTHEST TRAVEL DISTANCE TO EXIT= 95' EXIT DOORS SHALL HAVE TACTILE SIGNAGE TO COMPLY WITH NFPA 101.7.10.1.3 ALL EMERGENCY EXIT DOORS SHALL HAVE PANIC HARDWARE TO COMPLY WITH NFPA 101.7.2.1.7 FIRE EXTINGUISHERS SHALL BE MOUNTED @ 5'-0" A.F.F. FROM TOP OF EXTINGUISHER. LIGHTWEIGHT TRUSS FRAME SYMBOL TO BE CLEARLY POSTED AT FRONT ENTRY (ROOF ONLY) TACTILE SIGNAGE: TACTILE SIGNAGE SHALL BE PROVIDED AS REQUIRED BY NPA 101.7.10.1.3 TACTILE SIGNAGE SHALL BE LOCATED AT EACH EXIT DOOR REQUIRING AN EXIT SIGN TACTILE SIGNAGE SHALL READ AS FOLLOWS: EXIT TACTILE SIGNAGE SHALL COMPLY WITH ICC/ANSI Al 17.1 , AMERICAN NATIONAL STANDARD FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. WALL. FLOOR & CEILING FINISH NOTE: INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E 84 OR UL 723. SUCH INTERIOR FINISH MATERIALS SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE -DEVELOPED INDEXES. • CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE - DEVELOPED INDEX 0-450. • CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE - DEVELOPED INDEX 0-450. • CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE - DEVELOPED INDEX 0-450. PER 2107 FBC 6th EDITION/TABLE 803.9 - ROOMS & ENCLOSED SPACES, ALL WALL & CEILING FINISHES SHALL BE OF 'C' CLASS FINISHES FLOOR FINISHES PER SECTION 804 • CLASS II "AMEREX" MODEL B500 / B500T HAND HELD TYPE A, B, C, #5 OR EQUAL AS INDICATED ON PLAN. (MOUNT NO MORE THAN 5'-0" A.F.F. FROM TOP OF EXTINGUISHER TO FLOOR) w z 0 0 - Cf) w z w 0 0 w w m u W I 03 N a oa 2 17 Ic WOO I- N LL q Q CC- m Lu Q J G 5 c H N cc 46 v > a J o 0 Z_, �o ' a a a 00 I PROVIDE TYPE 'K' ® KITCHEN AREAS DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE �R I F FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION O AR I I TI ON LEOF-�I n cn O N I o [ M FIRE EXTINGUISHER;,o �0 1'g < EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) MOUNTING HEIGHT =X 4 § u_ Fr�FP O Tj5 NS rr NSgs Q O = LU U \` /y0 wlUln w m LIFE SAFETY SYMBOL LEGEND z Z * DENOTES EXISTING LLo O CEILING OR WALL MOUNTED e ILLUMINATED EXIT SIGN w/ POINT OF BEGINNING Z Q p BATTERY BACK-UP POINT OF DECISION � � WALL MOUNTED ILLUMINATED EXIT SIGN a a m & LIGHT COMBO W/ BATTERY BACK-UP 14'-0" TOTAL DISTANCE OF o_ U TRAVEL Q� NEW EMERGENCY LIGHT z Z w/ BATTERY BACK-UP DIRECTION OF EGRESS a I FIRE EXTINGUISHER (5L6 0 2A-10BC)(TYPE 'K' ® KITCHEN) TRAVEL ROUTE (PRIMARY) FIRE EXTINGUISHERS SHALL BE N o LOCATED SO THAT NO POINT ON TRAVEL ROUTE (SECONDARY) THE FLOOR IS MORE THAN 75' FROM AN EXTINGUISHER. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES AR I I TI ON LEOF-�I n I EXISTING CMU EXTERIOR WALL KNEE WALL BELOW COUNTER i �% I ' < EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL LIFE SAFETY PLANY4SCALE: POVIDE AND INSTALL LAY—I ANTI—BACTERIAL TYPE CEI ING IN METAL GRID GERARD VERM Y ARCHITECT, ;�� I C) COPYRIGHT 2018 GE E RCH TECT FL. 463 ri �, � � F Q # U DESIGNER, L F'RLO:�L'r RL_ hVLS Hl':-; �OP1R,�HT AND JT�iE PRUPEFTI i ADT III THESE PLANS. THESE PLAYS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTE J CONSENT OF GERARD VERMEI', i+P(- ITEC?, _ � F THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 1 POLE, 20 AMP, SWITCH os OCCUPANCY SENSOR WALL MOUNT AT 42" A.F.F.. $MS 1 POLE, 20 AMP, SWITCH O O `° MOTION SENSOR WALL MOUNT AT N 04 N M 42" A.F.F.. n ft I"i Q J 2x4 LAY—IN LED O O LN_ co EXHAUST FAN TRACK LIGHTING Ij7unujjl u W Z � m STRING LIGHTING SUPPLYLAY—IN A/C DIFFUSERS w a ZO E LL () RETURN g Q ELECTRICAL xxxn PANEL I I +xx- CEILING HEIGHT DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PARTITION LEGEND EXISTING Dfi MR CM WALL EXISTING (1) HR TENANT WALL IIIIIZ1117 �— L_-- EXISTING INTERIOR WALL PROPOSED INTERIOR WALL WALK-IN COOLER WALL (EXISTING) REFLECTED CEILING PLAN N.TA. S F1'1� ya v '7 Woo N V � c�1// W fNY m Q N j Q _J WS> Z F. fN Ic N Lu a >a� D e0 Q a 9 O O `° 0 LL j� n I `7 N 04 N M F n ft I"i Q J m � O O LN_ co U Ij7unujjl u W Z � m W U � w a ZO LL () g Q z Z O HQ ci Qldf J o � U wH w z Z Q 0 z 0 J �� a a r71 x W z c� n 0 z n D WA K -IN In0 I DINING WALK-IN COOLER STRG. UTI LITY (EW TING 4N ELS BEVERAGE COLUMN TO REMAIN --d MEN WOMEN M�i i X 1 /1 T � r A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF, C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NEPA-70), 2. CODE FOR SAFETY TO LIFE (NEPA-101), 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 9. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. SYMBOL LEGEND 20 AMP DUPLEX RECEPTACLE MOUNTED AT 16" ABOVE FINISHED FLOOR TO BOTTOM OF COVER PLATE UNLESS NOTED OTHERWISE. NEMA 5-20R RECEPTACLE MOUNTED AT LOCATION per TENANTS REQUIREMENTS 20 AMP DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT z zPGFI INTERRUPTER, MOUNT AT 16" AT 16" ABOVE FINISHED FLOOR z TO BOTTOM OF COVER PLATE. UNLESS NOTED OTHERWISE. LJ U o iiii 220 AMP RECEPTACLE MOUNTED AT 16" ABOVE FINISHED FLOOR IZ C/) TO BOTTOM OF COVER PLATE UNLESS NOTED OTHERWISE. U In Q w z 20 AMP QUADRUPLEX RECEPTACLE MOUNTED AT 18" ABOVE Q C FINISHED FLOOR TO CENTER OF OUTLET U.N.O. m DISCONNECT SWITCH ELECTRICAL PANEL (EXISTING) XXXA METER (EXISTING) JUNCTION BOX Wa EXHAUST FAN ® EMERGENCY EXIT w/ BATTERY BACKUP EMERGENCY LIGHT w/ BATTERY BACKUP (E) DENOTES EXISTING (R) DENOTES RELOCATED ima.e< DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPER! F I(_1HT 11 i THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCE[), CHANGED OR COPIED IN ANY a GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED To ANY PARTY WITH _ UT FIF';T OPTAINING SAID WRITTEN CONSENT. N FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS NRiTTEN CONSENT OF PARTITION LEGEND L------------ ---- -EXISTING O EXISTINGCMU EXTERIOR WALL KNEE WALL BELOW COUNTER O O M "' nn DUSTING WALL WALK-IN COOLER WALL (EXISTING) GI�INT—ERIIIOR � EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL O POWER PLAN SCALE W z�m W w W U Z N.T.S. O O O M "' nn N N Q � LL m O U U W z�m W w W U Z O z Q O zW� J Q z 0 Of QOfd _j J m 0 0 � U w Z Zw Q 0 z o < N O _-LIGHTING __LIGHTING FIXTURE SCHEDULE 1607.8 2. SHALL RESIST A LINEAR LOAD OF 50lbs per LINEAR FOOT LAMPS A CONCENTRATED LOAD OF 200lbs IN BALLAST SECTION 4.5.1 of ASCE 7 RAIL. HEIGHT TO BE NO LESS NO. TYPE LOAD OF 50lbs IN WATT TYPE SYMBOL TYPE DESCRIPTION VOLTAGE MOUNnNG REMARKS I��I OBAKED 2'x4' LED TROFFER WITH FLUSH STEEL DOOR, WHITE ENAMEL FINISH AND CLEAR (Al2.125) LENS. 15 LED FILITY — U F_ 120 CEILING RECESSED 01 LL O z Z Iry DAYBRITE "2SPG" SERIES um F FIELD VERIFY Et FUGAL d J CO OTRACK LIGHTING MULTI SETS LED 14 0 z 120 CEILING SURFACE 1 O _¢ CV O PROGRESS P9201-31 OF �D 8 TING MAU UNIT TO AIN C STRING LIGHT SETS LED .75 per 120 CEILING BULB COMBINATION EMERGENCY LIGHT & SINGLE FACE OTHERMOPLASTIC EXIT SIGN/LIGHT WITH WHITE HOUSING AND RED LETTERS. MCPHILBEN "CXXL1" LED 120 CEILING 1 O SERIES. PROVIDE FIXTURE w/ 90 min BATTERY 2 4.92 WALL BACK UP THERMBATTERY PACK 5 FLOOD 5.4 DUAL CEILING O SELECT LIGHTILASTIC NG WALL SINGLE/DUAL FACE THERMOPLASTIC EXIT SIGN/LIGHT WITH OWHITE F HOUSING AND RED LETTERS. PROVIDE DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN "CXXL3" SERIES. LED 120 CEILING 1 O 3 4 5 WALL PROVIDE FIXTURE WITH 90 MINUTE BATTERY BACK UP. EXHAUST FAN. 70 CFM. FAN HELPS REDUCE MOISTURE, 100—WATT BULB, RUGGED, 26—GAUGE, GALVANIZED STEEL CONSTRUCTION 2 26 120 CEILING 1 NOTES: 01 VERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. O2 SUSPENDED FROM FABRICATED TYPE FRAME (CONTRACTOR 0 PROVIDE) O3 PROVIDED BY TENANT CONTRACTOR TO INSTALL O4 PROVIDED WEATHER AND VANDAL PROOF LENS GUARD RAIL NOTES: 1. GUARD RAIL TO COMPLY w/ REQUIREMENTS OF FBC 1607.8 2. SHALL RESIST A LINEAR LOAD OF 50lbs per LINEAR FOOT 3. SHALL RESIST A CONCENTRATED LOAD OF 200lbs IN ACCORDANCE w/ SECTION 4.5.1 of ASCE 7 RAIL. HEIGHT TO BE NO LESS 4. INTERMEDIATE RAILS SHALL RESIST A CONCENTRATED LOAD OF 50lbs IN ACCORDANCE w/ SECTION 4.5.1 of ASCE 7 WALK-IN 5. PICKET SHALL BE SPACE TO NOT ALLOW A SPHERE 21" IN DIAMETER. U U Z i Z N LI- L cn I- X bf X � w w EXISTING PARAPET ROOF PLAN 0 EF -1 70cfm PURSUANT TO 2017 FMC 6th EDITION " C) F z z a z d. w � v) v SECTION 304.11 PROVIDE & TSTALL GUARD w cn RAIL. HEIGHT TO BE NO LESS THAT 42" Z Q Dz o Q D M < WALK-IN r ALK -14 U I��I W COOLS & --_ .OGLER U .... FILITY U F_ �.... M O f6,_2„ >>-. LL O z Z Iry J F - Q um F FIELD VERIFY Et FUGAL d J CO U • U E Z z Q 0 z EMAIN �,O _¢ CV O O �D TING MAU UNIT TO AIN U U Z i Z N LI- L cn I- X bf X � w w EXISTING PARAPET ROOF PLAN 0 EF -1 70cfm o COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY f i_ VES HIS COPYRIGHT AND OTHER PPOPEP,TFIGIHT IIN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED,CHANGED OR OI S _I - - CH COPIED IN ANY FORM OR MANNER WHAT �1 EVER WITHOUT FIRST UbTAINI 1G THE EXPRESS WRITTEN CONSENT OF GERARD RMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY" WITHOUT FIRST '"!TNG SAID WRITTEN CONSENT. NOTES A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70), 2. CODE FOR SAFETY TO LIFE (NFPA-101), 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 9. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. 1 POLE, 20 AMP, SWITCH WALL MOUNT AT 42" A.F.F.. 1 POLE, 20 AMP, SWITCH MOTION SENSOR WALL MOUNT AT 42" A.F.F.. 2x4 LAY—IN LED os OCCUPANCY SENSOR ® xxxn ELECTRICAL PANEL (EXISTING) METER (EXISTING) JUNCTION BOX EXHAUST FAN (EF) ® EMERGENCY EXIT w/ BATTERY BACKUP EMERGENCY EXIT/LIGHT COMBO w/ BATTERY BACKUP EMERGENCY LIGHT w/ BATTERY BACKUP l SUPPLY LAY—IN A/C DIFFUSERS N(EXISTING) RETURN DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES - aRTITION LFGFF \ EXISTING CMU:__EXTERIOR —WALL S KNEE WALL BELOW COUNTER ^ 17-7-27 _ _L1�L11 !VO EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL POWER PLAN SCALE: N.T.S. " C) F z z a z d. w � v) v o w cn n n It 0 u� w Z Q Dz o Q D M o COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY f i_ VES HIS COPYRIGHT AND OTHER PPOPEP,TFIGIHT IIN THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED,CHANGED OR OI S _I - - CH COPIED IN ANY FORM OR MANNER WHAT �1 EVER WITHOUT FIRST UbTAINI 1G THE EXPRESS WRITTEN CONSENT OF GERARD RMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY" WITHOUT FIRST '"!TNG SAID WRITTEN CONSENT. NOTES A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA-70), 2. CODE FOR SAFETY TO LIFE (NFPA-101), 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 9. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. 1 POLE, 20 AMP, SWITCH WALL MOUNT AT 42" A.F.F.. 1 POLE, 20 AMP, SWITCH MOTION SENSOR WALL MOUNT AT 42" A.F.F.. 2x4 LAY—IN LED os OCCUPANCY SENSOR ® xxxn ELECTRICAL PANEL (EXISTING) METER (EXISTING) JUNCTION BOX EXHAUST FAN (EF) ® EMERGENCY EXIT w/ BATTERY BACKUP EMERGENCY EXIT/LIGHT COMBO w/ BATTERY BACKUP EMERGENCY LIGHT w/ BATTERY BACKUP l SUPPLY LAY—IN A/C DIFFUSERS N(EXISTING) RETURN DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES - aRTITION LFGFF \ EXISTING CMU:__EXTERIOR —WALL S KNEE WALL BELOW COUNTER ^ 17-7-27 _ _L1�L11 !VO EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL POWER PLAN SCALE: N.T.S. • 04 gW W OD s 04 0 OM oM 0 O LL n n It CV CV M Z Q J LL < O I- _ U)nnnnnn U I��I W z & M RX w U F_ O z Q LL O z Z ^ C�� J F - Q O F w Q d J CO D_ 0 U E Z z Q 0 z o a ~ _¢ CV O • 04 gW W OD s 04 UTI LITY LAV 3" LAV 3" MEN LAV VTR 3" 3" HCWC ' " HCLAV t 2» LAV"L ] c WOMEN 1 3 1 z WC 12" a WC 1 2'WC 12„ VTR :x"R:ine .. .,,.,..._.,�,,,, 2 „ . , z -_L #0321.075. WHITE, WITH TEMPERED HOT TYPE FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER » FOR MOUNTING OF LAVATORY. SUPPLY TRUBRO MODEL #102G HANDI LAV -GUAR J HOT CODE. F. 1 HANDICAP WATER CLOSET: AMERICAN STANDARD 2168.100 FLOOR MOUNTED, WHITE, SEAT OLSONITE #95 OPEN FRONT SEAT HCWC WITH COVER. ADA EL 1.6 ELONGATED 18" HIGH (OR EQUAL.) 3„ ' LAVATORY: AMERICAN STANDARD, RONDALYN TM COUNTERTOP SINK, 0491.019 FAUCET HOLES ON 4" CENTERS, VITREOUS LAV CHINA (ASME A112.19.2M), SELF -RIMMING, FRONT OVERFLOW w/ COLONY®PRO SINGLE CONTROL LAVATORY FAUCET - �— 7075.050 SINGLE CONTROL CENTERSET; ADJUSTABLE HOT LIMIT SAFETY STOP: LIMITS THE AMOUNT OF HOT WATER ALLOWED TO MIX WITH COLD. REDUCES THE RISK OF ACCIDENTAL SCALDING. OR HCUR UR URINAL (HANDICAP URINAL). AMERICAN STANDARD, VITREOUS CHINA, PINTBROOK 0.125 GPF HIGH EFFICIENCY URINAL 1 a AND MANUAL PISTON -TYPE URINAL / HCWC WATER CLOSET: AMERICAN STANDARD (1.28gpf) 221DA.104 FLOOR MOUNTED, VITREOUS CHINA, WHITE, w/ 4192A.104 TANK, 3" 3" HCWC ' " HCLAV t 2» LAV"L ] c WOMEN 1 3 1 z WC 12" a WC 1 2'WC 12„ VTR L VTR's DRAWN HEREIN SHALL TIE TO EXISTING VTR's REMAINING FROM PREVIOUS FACILITY DESIGN. 2 SANITARY PLAN P-1 SCALE: %"=1'-0" PLUMBING FIXTURE SCHEDULE PRESSURE RELIEF VALVE (PRV) B. PRV HANDICAP LAVATORY: AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MOD -_L #0321.075. WHITE, WITH TEMPERED HOT TYPE FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER ' FOR MOUNTING OF LAVATORY. SUPPLY TRUBRO MODEL #102G HANDI LAV -GUAR VTR HOT CODE. F. 1 HANDICAP WATER CLOSET: AMERICAN STANDARD 2168.100 FLOOR MOUNTED, WHITE, SEAT OLSONITE #95 OPEN FRONT SEAT HCWC WITH COVER. ADA EL 1.6 ELONGATED 18" HIGH (OR EQUAL.) PIPE RISE S—? LAVATORY: AMERICAN STANDARD, RONDALYN TM COUNTERTOP SINK, 0491.019 FAUCET HOLES ON 4" CENTERS, VITREOUS LAV CHINA (ASME A112.19.2M), SELF -RIMMING, FRONT OVERFLOW w/ COLONY®PRO SINGLE CONTROL LAVATORY FAUCET - �— 7075.050 SINGLE CONTROL CENTERSET; ADJUSTABLE HOT LIMIT SAFETY STOP: LIMITS THE AMOUNT OF HOT WATER ALLOWED TO MIX WITH COLD. REDUCES THE RISK OF ACCIDENTAL SCALDING. OR QUAL UR URINAL (HANDICAP URINAL). AMERICAN STANDARD, VITREOUS CHINA, PINTBROOK 0.125 GPF HIGH EFFICIENCY URINAL 1 SYSTEM MANUAL FLUSH VALVE, 6002.503 0.125 GPF EXPOSED TOP SPUD URINAL AND MANUAL PISTON -TYPE URINAL ! HCWC WATER CLOSET: AMERICAN STANDARD (1.28gpf) 221DA.104 FLOOR MOUNTED, VITREOUS CHINA, WHITE, w/ 4192A.104 TANK, WC 0, NT ROUND SEAT WITH COVER. (OR 3" 3COMP 3 COMPARTMENT SINK: EXISTING 2COMP 11 HCLAV 2' HAND SINK: EXISTING ' _' Ij FLOOR DRAIN: ZURN MODEL Z-415 WITH TYPE "B" STRAINER PROVIDE AUXILLIARY 114LET FITTING FOR TRAP PRIMER CONNECTION. FD VTR TRAP PRIMERS: JOSAM 88250 L VTR's DRAWN HEREIN SHALL TIE TO EXISTING VTR's REMAINING FROM PREVIOUS FACILITY DESIGN. 2 SANITARY PLAN P-1 SCALE: %"=1'-0" PLUMBING FIXTURE SCHEDULE PRESSURE RELIEF VALVE (PRV) B. PRV HANDICAP LAVATORY: AMERICAN STANDARD, DECLYN WALL HUNG LAVATORY MOD -_L #0321.075. WHITE, WITH TEMPERED HOT TYPE FAUCET AMERICAN STANDARD MODEL #2000.101. CONTRACTOR TO SUPPLY CONCEALED ARM SUPPORT CARRIER HCLAV FOR MOUNTING OF LAVATORY. SUPPLY TRUBRO MODEL #102G HANDI LAV -GUAR INSULATION KIT. MUST MEET A.D.A. HOT CODE. F. COLD HANDICAP WATER CLOSET: AMERICAN STANDARD 2168.100 FLOOR MOUNTED, WHITE, SEAT OLSONITE #95 OPEN FRONT SEAT HCWC WITH COVER. ADA EL 1.6 ELONGATED 18" HIGH (OR EQUAL.) PIPE RISE S—? LAVATORY: AMERICAN STANDARD, RONDALYN TM COUNTERTOP SINK, 0491.019 FAUCET HOLES ON 4" CENTERS, VITREOUS LAV CHINA (ASME A112.19.2M), SELF -RIMMING, FRONT OVERFLOW w/ COLONY®PRO SINGLE CONTROL LAVATORY FAUCET - �— 7075.050 SINGLE CONTROL CENTERSET; ADJUSTABLE HOT LIMIT SAFETY STOP: LIMITS THE AMOUNT OF HOT WATER ALLOWED TO MIX WITH COLD. REDUCES THE RISK OF ACCIDENTAL SCALDING. OR QUAL UR URINAL (HANDICAP URINAL). AMERICAN STANDARD, VITREOUS CHINA, PINTBROOK 0.125 GPF HIGH EFFICIENCY URINAL SYSTEM MANUAL FLUSH VALVE, 6002.503 0.125 GPF EXPOSED TOP SPUD URINAL AND MANUAL PISTON -TYPE URINAL (HCUR) FLUSH VALVE - MODEL 6045.013.002, (OR EQUAL) WATER CLOSET: AMERICAN STANDARD (1.28gpf) 221DA.104 FLOOR MOUNTED, VITREOUS CHINA, WHITE, w/ 4192A.104 TANK, WC SEAT: AMERICAN STANDARD #5322.011 "RISE AND SHINE" SOLID PLASTIC CLOSED FR NT ROUND SEAT WITH COVER. (OR EQUAL) 3COMP 3 COMPARTMENT SINK: EXISTING 2COMP 11 2 COMPARTMENT SINK: EXISTING H/S HAND SINK: EXISTING MS MOP SINK: EXISTING FLOOR DRAIN: ZURN MODEL Z-415 WITH TYPE "B" STRAINER PROVIDE AUXILLIARY 114LET FITTING FOR TRAP PRIMER CONNECTION. FD TRAP PRIMERS: JOSAM 88250 GENERAL NOTES: (1) - FIXTURE SHALL BE AS SHOWN OR EQUAL. (2) - ALL FIXTURES SHALL COMPLY WITH TABLE 46R-2 OF S.F.B.C. EXISTING OVERHEAD TO KITCHEN FIXTURES N UTI LI TANKL SS WATER H TIERS (SEE DIAGRAM) --- —i-- — i— — — — — — -- I -- 7HCWCJ LAV (jAV CU - UR c 1'-8" 3, 3'-2" � QI 0L�� = SEE ISOMETRIC MEN �'i'y�Lli FOR CONTINUATION (TYP) ' WC HCLAV ' I « LAV 1 I(7AV' i i - V-81) 3121' 5'-3„ 1'-10" I WOMEN ' a � HCLAV %i _j INC HCW r EXISTING 3 GREASE TRAP 1 &2 P-1 P-1 APPROX. ..__.. . ....... LOCATION _ WALK IN - r THIS SHEET COOLER +THIS SHEET 1 MS LI �m --.w t1Rti n m ( —� l � I H /S I �. � '' ISTRG. ! ": _ �� • I MEN h L i. �r-1l KITCHPI L_. I I I II II DISH WA HiN WOMENJill, is 13COMP i _T I H/S I ( i' OFFICE F.ID s. DInr 1 D M ESTI C WATER PLAN �_m = X P-1 SCALE: 3/8"=1 '-0" oz - -0 0 F_ <, MOUNT RETS (TYP) TION A. PRESSURE RELIEF VALVE (PRV) B. PRV DISCHARGE OUTLET C. HOT DRAIN VALVE D. COLD DRAIN VALVE E. HOT BALL VALVE F. COLD BALL VALVE O RINNAI RL94eN - NATURAL GIS BTU - 10,300 (MIN) 199,000 (MAX) TANK LESS WATER - HEATER DIAGRAM SCALE: N.T.S. L;OPYRIUH 2U 16 GLRARD VERMEY, ARCHITECT, FL. #4630 DES- 6NLk, LxPRESSL'f VES HIS COPYRIGHT AND OTHE PROPE(1 F::,. ,iii li I THESE PLANS. "THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS ! CONSENT OF GERARD VERMEY, l,RCHITECT NCS_=' AFT- THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. BEVERAGE 1' I J O i i EXISTING KITCHEN FIXTURES ALL KITCHEN PLUMBING FIXTURES & GREASE i TRAP DRAWN HEREIN ARE EXISTING, ' CURRENTLY PLUMBED AND OPERATIONAL AND (. SHALL REMAIN AS IS, NO MODIFICATIONS REQUIRED. SCOPE OF WORK FOR THIS i PROJECT IS FOR RESTROOMS ONLY. DINING i r , OVERALL FLOOR PLAN N.T.S. NOTE: THE PLUMBING CONTRACTOR SHALL VERIFY ALL NEW EQUIPMENT REQUIREMENTS AND NEW FIXTURE REQUIREMENTS AND VERIFY ALL EXISTING PLUMBING LINES (LOCATION & SIZES) AND ADJUST INTENDED PLUMBING LAYOUT ACCORDINGLY. GAS METER NOTES THE CONTRACTOR SHALL FAMILIARIZE ITSELF WITH THE CONSTRUCTION DOCUMENTS AND SHALL VERIFY EXISTING SITE CONDITIONS. THE WORK SHALL CONFORM TO ALL FEDERAL, STATE & LOCAL CODES AND ORDINANCES. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES. ALL MATERIAL, WORKMANSHIP ANBD EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM HAS BEEN ACCEPTED. DO NOT SCALE DRAWINGS. PLUMBING CONTRACTOR SHALL MAINTAIN A CURRENT SET OF PLUMBING DRAWINGS AT THE PROJECT SOTE TO BE USED FOR CONSTRUCTION PROGRESS, REVIEW AND FUTURE "AS-BUILTS". ALL MARKS AND REVISIONS SHALL BE MADE WITH RED PENCIL OR PEN AND SHALL BE LAGIBLE AND ACCURATE. SUBMIT DRAWINGS TO THE ARCHITECT AT THE COMPLETION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN CLEAN UP DURING CONSTRUCTION. ALL MATERIAL SHALL BE RECEIVED AT THE WORK SITE IN > THE MANUFACTURER'S ORIGINAL AND UNOPENED PACKAGING WITH THTE MANUFACTURER'S TAGS AND LABELS INTACT. ANY MATERIAL BROKEN OR DAMAGED SHALL BE REPLACED WITH NEW MATERIAL. SANITARY WASTE AND VENT PIPING ABOVE GRADE SHALL BE SCH. 40 SOLVENT WELDED FITTINGS. COLD WATER PIPING SHALL BE SCH. 40 w/ MATCHING SOLVENT WELDED FITTINGS. HOT WATER PIPING SHALL BE SCH. 40 CPVC w/ MATCHING SOLVENT WELDED FITTINGS. PLUMBING FIXTURES SHALL BE AS SCHEDULED ON DRAWING. PROVIDE CONTROL STOP VALVES IN EA. SUPPLY TO EACH FIXTURE. THE FINISH OF FITTINGS, ACCESSORIES AND SUPPLY EXPOSED TO VIEW SHALL BE CHROME PLATED. PIPING LAYOUT, COMPLETE INSTALLATION TO PRESENT A NEAT, ORDERLY APPEARANCE. RUN PIPING PARALLEL TO WALLS OF STRUCTURE, UNLESS OTHERWISE INDICATED. PENETRATIONS: PROVIDE CHROME PLATED CAST BRASS ADJUSTABLE ESCUTCHEON PLATES AT EXPOSED PIPE PENETRATIONS THROUGH WALLS, PARTITIONS, CEILINGS AND FLOORS. TESTING WATER SYSTEM: TEST THE ADDED PORTION OF THE WATER SYSTEM AT 150% OF DESIGN PRESSURE, BUT NOT LESS THAN 100 PSIG. ALLOW PRESSURE TO REMAIN FOR 24 HRS. INSPECT EVERY JOINT FOR LEAKS WHILE UNDER TEST PRESSURE. REPAIR ALL LEAKS DETECTED WITH NEW MATERIAL AND RETEST. — EXISTING SOLENOID SHUT-OFF VALVE. CURRENTLY INTERLOCKED w/ HOOD SYSTEM TO SHUT GAS OFF WHEN SUPPRESSION SYSTEM IS ACTIVATED IN THE EVENT OF FIRE O 3 NATURAL GAS P LAN P-1 SCALE: 3/8"-1 '-0" MBC' -- PLUMBING LEGEND CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER C/O CLEAN OUT VTR VENT THRU ROOF - S DOMESTIC COLD WATER PIPING S— - - --� DOMESTIC HOT WATER PIPING 5----� SANITARY SEWER PIPING S— — VENT PIPING GAS PIPING (GALV.) PIPE RISE S—? PIPE DROP P -TRAP Dd GATE VALVE �— POINT OF CONNECTION DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PARTITION LEGEND C - - - - - -- EXISTING CMU EXTERIOR WALL KNEE WALL BEIAW COUNTER EXISTING INTERIOR WALL WALK-IN COOLER WALL (DCLSTING) , DUSITNO (1) HR TENANT WALL PROPOSED INTERIOR WAI_ PLUMBING PLAN ASGNOTED ya o_ T CC Wao zi �. N v a m Q N J a _J W°CZ Z ~a �wY 91449 a a a 0 nn N LL ro m U 0 z O Q J < Q 0 4 i m U_ z z < o � a< N 0 �ISTI�TR J� I i I ALL VTR's DRAWN HEREIN SHALL I2' TIE TO EXISTING VTR's REMAINING FROM PREVIOUS FACILITY DESIGN. R ti �ClqV `q lq 0 �T�P) �Av �o TIE TO EXISTING SANITARY & VENT. LOCATION MAY VARY, FIELD VERIFY ACCESS AND ADJUST AS REQ'd TO MAINTAIN INTENT OF DESIGN TIE TO EXISTING. LOCATIONS MAY VARY, FIELD VERIFY AND ADJUST AS REQ'd TO MAINTAIN INTENT OF DESIGN I 2 I I I I I I I I I I I � I I "� I I I NCWC I � J WC PROVIDE ROUND SECURED NICKEL BRONZE ADJUSTABLE TOP WITH "CO" CAST IN COVER. PROVIDE CLEANOUT TOP WITH VARIATIONS SUITABLE FOR FLOOR COVERING (CARPET MARKER, RECESSED FOR TILE, SCORIATED FOR UNFINISHED FLOORS). PROVIDE BRONZE PLUG IN CAST IRON BODY. MEMBRANE CLAMP FLOOR SLAB ON GRADE DOMESTIC COLD WATER SAME SIZE AS SEWER HW UP TO 4" MAXIMUM. C -CLAMP AS REQUIRED FOR LENGTH AS REQ'D DEPTH OF SEWER VTR HUB AND SPIGOT LONG SWEEP ELBOW AT ") CAST IRON PIPE END OR TURN OF RUN. DOMESTIC COLD WATER PIPING BELOW FLOOR. BAR JOIST. COMBINATION WYE AND N M SANITARY OR STORM EIGHTH BEND IN RUN. SANITARY SEWER PIPING SEWER LINE ENTER TOP OF PIPE. �- -- DIRECTION Q OF FLOW LOCATE AT BUILDING EXIT, AT ENDS OF RUNS, AT TURNS OR NON-METALLIC OF PIPE GREATER THAN 45 DEGREES, AT 50' INTERVALS GA��^ ON STRAIGHT RUNS, AND WHERE SHOWN ON PLANS. O 0 PROVIDE BACKFILL PER ARCHITECTURAL SPECIFICATIONS. S o -S LOCATE CLEANOUTS WHERE THERE IS 18" CLEAR AROUND. BAND HANGER CONSULT LOCAL CODES FOR OTHER FCO REQUIREMENTS. HANGERS CONTACT O __Lj PIPE OVER FOUR INCH. FOR PIPING FOUR INCH SANITARY ISOMETRIC PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TFE JOINT COMPOUND.— WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB I I I I I I I COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WCO WHERE SHOWN ON PLAN, AND 0 SANITARY WASTE BRANCHES NOT SERV/ECJED WITH A FLOOR CLEANOUT: OCATE ABOVE FIXTURE FLOOD RI WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. TIE TO EXISTING OVERHEAD. LOCATION MAY VARY, FIELD VERIFY ACCESS AND ADJUST AS REQ'd TO MAINTAIN INTENT OF DESIGN HA AH llEfl IT ) T R 0Y � �TyP ExTE Roo lAv qV 2 C ?/ DOMESTIC WATER ISOMETRIC TOP BEAM DOMESTIC COLD WATER ALL -THREAD ROD. HW DOMESTIC HOT WATER C -CLAMP C/0 LENGTH AS REQ'D M VTR IF STEEL ") FOR PIPE SLOPE. DOMESTIC COLD WATER PIPING N BAR JOIST. DOMESTIC HOT WATER PIPING N M —ice SANITARY SEWER PIPING �- PROVIDE COPPER Q Z a J OR NON-METALLIC NATURAL GAS PIPING (SCH 40 GA��^ ADJUSTABLE O 0 COATING WHERE S o -S CLEVIS HANGER FOR BAND HANGER -} S HANGERS CONTACT U __Lj PIPE OVER FOUR INCH. FOR PIPING FOUR INCH Dd BARE COPPER PIPE. 0 it POINT OF CONNECTION OR LESS. x j DO NOT HANG PIPE PROVIDE GALVANIZED STEEL SADDLE FOR ALL LARGER THAN 3" FROM INSULATED PIPE LARGER THAN 3/4". VERIFY BOTTOM OF JOISTS. INSULATION THICKNESS WHEN SIZING HANGERS. PROVIDE UPPER ATTACHMENT AS REQUIRED FOR CASES NOT SHOWN HERE. DO NOT INSTALL HANGER INSIDE INSULATION OR OTHERWISE PENETRATE VAPOR BARRIER. DO NOT HANG ONE PIPE FROM ANOTHER EXCEPT IN CHASES. TRAPEZE HANGERS MAY BE USED FOR MULTIPLE PARALLEL PIPES. HANGER SPACING FOR PIPE SIZE: COPPER: 4"=12'; 3"=11'; 2-1/2"=10'; 2"=9'; 1-1/2"=8'; 1-1/4"=7'; 1"=6'; 3/4"=6'; 1/2"=5'. CAST IRON: 10' & ONE NEAR ALL JOINTS. STEEL: 4"=14'; 3"=12'; 2-1/2"=11'; 2"=10'; 1-1/2"=9'; 1"=7'; 3/4"=6'; 1/2"=5'. LOCATE HANGERS AS CLOSE AS POSSIBLE TO TURNS & TEES OF PIPE. PROVIDE SUPPLEMENTARY STEEL STRUTS BETWEEN JOISTS IF REQ'D. LOCATE HANGERS TO TAKE LOAD OFF OF EQUIPMENT CONNECTIONS. ANCHOR WATER PIPE AGAINST SWAYING DUE TO CHANGES IN WATER VELOCITY. PROVIDE SEISMIC BRACING IF/AS REQUIRED BY LOCAL AUTHORITIES. CHAINS OR PERFORATED STRAP IRON OR STEEL IS NOT ACCEPTABLE. REFER TO CODES FOR FURTHER INFORMATION. PIPE HANGERS DETAIL FLO R CLEANOUT DETAIL WALL CLEAN UT DETAIL ' NOT TO SCALE NOT TO SCALE COPYRIGHT 2018 GERARD 'VERMEY, ARCHIIECI, FL. #4630 DLSIGNLR, Ln 'RL' Lr 1,LRVES HIS COPYRIGHT AiAb OTHLR 'rKc, E ;i H1 ilJ THESE PLANS. THESE P ANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE E?''PRESS WRIN CONSENT OF GERARD VERMEY, ARCHITE,--'. -?P APE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OETAINING SAID WRITTEN CONSENT. NOT TO SCALE l NOTES THE CONTRACTOR SHALL FAMILIARIZE ITSELF WITH THE CONSTRUCTION DOCUMENTS AND SHALL VERIFY EXISTING SITE CONDITIONS. THE WORK SHALL CONFORM TO ALL FEDERAL, STATE & LOCAL CODES AND ORDINANCES. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIONAL. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCES. ALL MATERIAL, WORKMANSHIP ANBD EQUIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER SYSTEM HAS BEEN ACCEPTED. DO NOT SCALE DRAWINGS. PLUMBING CONTRACTOR SHALL MAINTAIN A CURRENT SET OF PLUMBING DRAWINGS AT THE PROJECT SOTE TO BE USED FOR CONSTRUCTION PROGRESS, REVIEW AND FUTURE "AS—BUILTS". ALL MARKS AND REVISIONS SHALL BE MADE WITH RED PENCIL OR PEN AND SHALL BE LAGIBLE AND ACCURATE. SUBMIT DRAWINGS TO THE ARCHITECT AT THE COMPLETION OF WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THEIR OWN CLEAN UP DURING CONSTRUCTION. ALL MATERIAL SHALL BE RECEIVED AT THE WORK SITE IN THE MANUFACTURER'S ORIGINAL AND UNOPENED PACKAGING WITH THTE MANUFACTURER'S TAGS AND LABELS INTACT. ANY MATERIAL BROKEN OR DAMAGED SHALL BE REPLACED WITH NEW MATERIAL. SANITARY WASTE AND VENT PIPING ABOVE GRADE SHALL BE SCH. 40 SOLVENT WELDED FITTINGS. COLD WATER PIPING SHALL BE SCH. 40 w/ MATCHING SOLVENT WELDED FITTINGS. HOT WATER PIPING SHALL BE SCH. 40 CPVC w/ MATCHING SOLVENT WELDED FITTINGS. PLUMBING FIXTURES SHALL BE AS SCHEDULED ON DRAWING. PROVIDE CONTROL STOP VALVES IN EA. SUPPLY TO EACH FIXTURE. THE FINISH OF FITTINGS, ACCESSORIES AND SUPPLY EXPOSED TO VIEW SHALL BE CHROME PLATED. PIPING LAYOUT, COMPLETE INSTALLATION TO PRESENT A NEAT, ORDERLY APPEARANCE. RUN PIPING PARALLEL TO WALLS OF STRUCTURE, UNLESS OTHERWISE INDICATED. PENETRATIONS: PROVIDE CHROME PLATED CAST BRASS ADJUSTABLE ESCUTCHEON PLATES AT EXPOSED PIPE PENETRATIONS THROUGH WALLS, PARTITIONS, CEILINGS AND FLOORS. TESTING WATER SYSTEM: TEST THE ADDED PORTION OF THE WATER SYSTEM AT 150% OF DESIGN PRESSURE, BUT NOT LESS THAN 100 PSIG. ALLOW PRESSURE TO REMAIN FOR 24 HRS. INSPECT EVERY JOINT FOR LEAKS WHILE UNDER TEST PRESSURE. REPAIR ALL LEAKS DETECTED WITH NEW MATERIAL AND RETEST. DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PLUMBING LEGEND CW DOMESTIC COLD WATER HW DOMESTIC HOT WATER C/0 CLEAN OUT M VTR VENT THRU ROOF ") �- - DOMESTIC COLD WATER PIPING N S— - - --� DOMESTIC HOT WATER PIPING N M —ice SANITARY SEWER PIPING �- VENT PIPING Q Z a J w NATURAL GAS PIPING (SCH 40 GA��^ O 0 / IC' S o -S PIPE RISE 4 -} S PIPE DROP U __Lj P -TRAP w Dd GATE VALVE it POINT OF CONNECTION PLUMBING ISOMETRICSSCLE N.T.S. 'wT .,Iffy HousE of FOOD W OD s 0 O M O O ") N (� n I .. L, N M O LL H Q Z a J w O 0 a = r U w u it x U X � W z a OJ Q LL O z Q < Z O � o W � Q 4 J m o U w w Z z Q O J a _¢ N 0 W OD s Ile I 6 6 p'ppp T(P I p'ppp B K2.3 TU I I \%% x d./ \% \% \ % G' \% a✓/ /^\,\ / /.0/ \ % d�/ \ ale X\ as I UNION U �\ x KION NI � TNG \� 32 Ks , 000 \ INT T N F Sol E F FN \ ppp eT $ K5 > TUppROok AL\EID S w S SUpSNUTSIoN � Ho oURR 14 gCTI�RESs p S SYS OU �NT�Y 4 ppp e I 3 gTEp INSTSYSwHEN K9Tp HE E�ENIS 1 5 2'pp0 e K6 GAV. T� 3 / �C X\ I cqS MATER GAS ! ISOMETRIC Q COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXPRESSLY RESE'VES HIS COPYRIGHT AND OTHER PROF PIi;HT IPJ THESE PLANS. THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, APCHITE�_ HOF ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. 2017 FLORIDA FUEL GAS (6th EDITION TABLE & EQUATION USED • 402.4 SIZING 8c EQUATION •• 4-1 EQUATION •• TABLE 402.4(1) SCH. 40 METALLIC PIPE TORG 'o 3i; � 2P g BTU DEMAND EQUIPMENT BTU's 6 BURNER OVEN 180,000 24" FLAT TOP DOUBLE OVEN .32)000 2 @ 60 000 TANKLESS (2) @ 199,000 FRYER 152,000 CHARBROILER 144,000 TOTAL 11026,000 ERESS ,ppNegTER TU DECLARATIVE STATIM ENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES PLUMBING LEGEND S — DOMESTIC COLD WATER PIPING �— — — --� DOMESTIC HOT WATER PIPING 5-- Ins GAS PIPING (GALV.) S/S FLEX E— CAP — BALL VALVE ELBOW 90' 0^ ^ 1 ( C — TEE EQUAL M -- TEE REDUCE N RE', I `i CV M 1 - z UNION Q J T LL GAS ISOMETRICS NT.s 3� c s 0 M • @ M N RE', I `i CV M O U - z fin I Q J Q w LL D Fa @ m � U nnnnnn w H Z @ Q J O N Q Z O F o J Q a m o U F- z J 0 = Z N O r 3� c s %SUPPLY AIR DIFFUSER SCHEDULE GALV. STEEL ROD OR SCHEDULE CFM TO BE EXPOSED MODELE EL CFM FLEXIBLE DUCT W/1" SMACNA STANDARDS 130-320 SYSTEM NO M. 5"0 30-75 LENNOX (OR EQUAL) TAG MANUF. & MODEL 10"o NECK SIZE MATERIAL FRAME FINISH DAM ER SIZE NC CFM RANGE NOTES A TITUS TDCA—AA 24X24 8"0 ALUM. LAY—IN COORD. W/ ARCH. AG -100 350-880 12"X12" MAX. 25 UP TO 279 CFM SQUARE B TITUS 301 FS 12X12 — ALUM. SURFACE COORD. W/ ARCH. OB U 10"X8" MAX. 27 UP TO 260 CFM BOARD -_ AFM RETURN Z O Q 1-1/2" X 1-1/2" X 1/8" GALV. SEE LAYOUT o COORD. W/ SEE LAYOUT NYLON DRAWBAND AND LOUVERED FACE CEILING DIFFUSER R TITUS 55FL 18x18 DRAWING ALUM. SURFACE ARCH. N CEILING SYSTEM DRAWING MAX. 24 J Q TYPICAL DIFFUSER DETAIL NO] 10 SCALL m L 0 U W Z z (*) EQUIVALENT MANUFACTURER: METALAIRE, CARNES, T & B, NAILOR 0 0 GENERAL NOTES: < mz 1. PROVIDE MANUAL VOLUME DAMPER W/LOCKING QUADRANT AT BRANCH DUCT TO TRUNK DUCT CONNECTION (SEE DETAIL). O 2. REFER TO ARCHITECT PLANS FOR CEILING TYPE. r 3. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. LOCKING QUADRANT GALV. STEEL ROD OR SCHEDULE CFM TO BE EXPOSED STRAP SUPPORTS PER EL CFM FLEXIBLE DUCT W/1" SMACNA STANDARDS 130-320 SYSTEM THK. INSULATION & 5"0 30-75 LENNOX (OR EQUAL) VAPOR BARRIER- FIBERGLASS DUCT BOARD 10"o 170-420 LENNOX OR EQUAL CFM NYLON DRAWBAND AND 50-125 Z SPIN -IN TAP FITTING WITH MASTIC AT EACH CONNECTION 12"o TIE TO AIR SCOOP & DAMPER CFM 7"0 STRUCTURAL CFM SUPPORTS 350-880 U CFM 8"0 SQUARE TO 7`� CFM 2" WIDE METAL BAND I ROUNE 480-1200 CO SUPPORT I ADAPTER U X I GYPSUll mw CEILIN BOARD -_ Z O Q 1-1/2" X 1-1/2" X 1/8" GALV. o ANGLE OR STRAP PER SMACNA < Q NYLON DRAWBAND AND LOUVERED FACE CEILING DIFFUSER H MASTIC AT EACH CONNECTION SUSPENDED TYPE v W CEILING SYSTEM LOUVERED FACE CEILING DIFFUSER WITH 2' X 2' LAY -IN ALUM. PANEL 4 J Q TYPICAL DIFFUSER DETAIL NO] 10 SCALL m L 0 STRAP HANGA"= —HANGER STRAPS 50' MAX, UNLEM FOOT OF 3TRAt' IS PLAID UNWR A I'N TTOM REINF�kt•CE��ENT TRAPEZE HANGARS REIY I I STRA'- OR ANGLE ROD -- -- — �,"EC TAN GULAR OR FLAT ,OVAL DUCT -SCREWS MAY BE OMITTED IF HANGAR LOOPS UNCEE I I I HANGAR LOAD DATED LOAD WITH 'r FASTNE'}R I S`_ ` RA'TE0 FASTENER ajI _..,. Sut E_ BOLT )/ kl\ (S ZSTRAP FOR LOA; A"01 MAX. SECvRE _ _ --'WRE 36' DIA: MAX f H NEER SRAP ... 10 DA, MA); DUCTWORK SUPPORT DETAIL �0,'T T' ' ?LE EXISTING HVAC EQUIPMENT SCHEDULE FLEX SCHEDULE CFM 4"0 20-45 EL CFM 2000 9"o 130-320 SYSTEM CFM 5"0 30-75 LENNOX (OR EQUAL) CFM RTU -3 10"o 170-420 LENNOX OR EQUAL CFM 6"0 50-125 Z CFM J 12"o 270-650 4 CFM 7"0 70-160 CFM 14"0 350-880 U CFM 8"0 100-250 CFM w 16"0 480-1200 CO CFM EXISTING HVAC EQUIPMENT SCHEDULE NEW SUPPLY DUCTWORK NAME CFM SIZE MO EL RTU -1 2000 5 ton LENNOX (OR EQUAL) SYSTEM RTU -2 2000 5 ton LENNOX (OR EQUAL) SYSTEM RTU -3 2000 5 ton LENNOX OR EQUAL SYSTEM Q NEW SUPPLY DUCTWORK � NEW EXHAUST DUCTWORK NEW FLEX DUCT �- VOLUME CONTROL DAMPER THERMOSTAT D DUCT SMOKE DETECTOR I w N �--}- BELLMOUTH TAP Y O Q Q Z � J X 4 O w 200 4 U Z w EXISTING WALL CAPS. 0 �J 0 © COPYRIGH I 2018 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, LXPRESSLY RT[ERVES HIS COPYRIGHT AND OTHER PROPERT FIGHT IN THESE PLANS. THESE PANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITT N CONSENT OF GERARD VERMEY. ARCHITE_ R ARE THEY TO BE ASSIGNED T) ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. NOTE: THE MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT (LOCATION & SIZES) AND ADJUST INTENDED HVAC LAYOUT ACCORDINGLY. x KEY NOTES 1. 4" GALV. EXHAUST DUCT UP TO EXISTING WALL CAPS 2. EXISTING ROOF TOP UNIT MOUNTED ON EXISTING ROOF CURB. FULL SIZE SUPPLY & RETURN DROPS FROM ROOF. PROVIDE TRANSITION FROM UNIT OPENINGS TO DUCT SIZE INDICATED 3. MANUAL BALANCE DAMPER. TYPICAL FOR ALL DUCT RUNOUTS. 4. PROVIDE SMOKE DETECTOR AT UNIT RETURN, AND AUDIBLE AND VISUAL ALARM SHALL BE INSTALLED IN A CONSTANTLY ATTENDED LOCATION. DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM. 5. 16x16 DUCT OPENING ON TOP OF RETURN PLENUM WITH WIRE MESH OVER OPENING. 6. 16x16 LOUVERED GRILL RETURN GENERAL NOTES 1. CONTRACTOR SALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO A BID OR COMMENCING WORK. 2. ALL WORK SHALL BE DONE IN CONFORMITY WITH THE LATEST EDITION OF ALL APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION 3. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BT THE OWNER AND UNITED FIELD OBSERVATIONS. THE ENGINEER MAKES NO REPRESENTATIONS FOR THE ACCURACY OF SUCH INFORMATION AND ALL MATERIALS, EQUIPMENT, DIMENSIONS, CONDITIONS, ETC. SHALL BE FIELD VERIFIED. 4. ALL WORK SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF MECHANICAL SYSTEMS SHALL BE DONE DURING OFF—PEAK OR UNOCCUPIED TIME AND STRICTLY AS APPROVED BY OWNER WHICH WILL BE NOTIFIED A MINIMUM OF (7) DAYS IN ADVANCE OF SUCH WORK. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AND FOR ANY REPAIRS DUE TO ACCIDENTAL DAMAGES OF FAULTY WORKMANSHIP. 6. ALL R/A GRILLES SHALL BE PROVIDED WITH PROTECTIVE CONSTRUCTION FILTERS AND A/C UNITS SHALL HAVE THEIR FILTERS REPLACED WITH NEW ONES AT THE END OF THE CONSTRUCTION PERIOD. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECCESSARY PERMITS AND APPROVALS REGARDING HIS WORK. 8. FOR ALL ADDITIONAL INFORMATION REGARDING SCOPE OF WORK AND BUILDING CONDITIONS, COORDINATE WITH ARCHITECTURAL PLANS. YMBn I F- C.Em MECHANICAL LEGEND zSUPPLY AIR CEILING DIFFUSER ERETURN AIR CEILING GRILLE t WALL LOUVER — RETURN S 0 EXHAUST FAN l NEW SUPPLY DUCTWORK NEW EXHAUST DUCTWORK NEW FLEX DUCT �- VOLUME CONTROL DAMPER THERMOSTAT 2 DUCT SMOKE DETECTOR DD N �--}- BELLMOUTH TAP DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES --------- - - ---- ---- --- ICT PAR i (TION _EGERi) a , W OD s N O ch O "' N nn L� N M O � Q Z � J X U- O cn U 0 w z n�1 CO � U X � W Z O Q o f— < Q z O H W 4 J Q m L 0 U W Z z Q 0 0 < mz N O r a , W OD s N Lm WALK-IN COOLER K2a M Y KITCHEN 0 K24 0 K1 4 COLUMN WALK-IN COOLER K2a UTI LITY ®{", DISHWASH K14 O O O OFFICE HALL 1 .111111 m Ell MEN WOMEN DINING I r------ I n ® 36" <::X4:> A.F.F. 36" A.F.F. TAG JQTY 04 N P.O.S. Y Y v ® 34" I EXISTING ®42" 3 A.F.F. Q a- Wry A.F.F. ob 3 I-, V ! U S/S TABLE n U VARIES I � 1 (ten U � L � WALK-IN COOLER K2a UTI LITY ®{", DISHWASH K14 O O O OFFICE HALL 1 .111111 m Ell MEN WOMEN DINING I r------ I n EQUIPMENT SCHEDULEGAS I I: TAG JQTY DESCRIPTION PLUM. IELEC. CONDITION 1 v HAND SINK I EXISTING 2 3 CASH REGISTER Q a- Wry PROPOSED 3 I-, V ! U S/S TABLE n U VARIES 4 1 (ten U � L w PROPOSED z o U') 1 6 BURNER RANGE • Q PROPOSED 6 m FRYER • O i PROPOSED 7 1 1 ICHEF BASE rn PROPOSED 8 1 1 3,-0 D� 9 1 I �z PROPOSED �o 2 6' SANDWICH UNIT U PROPOSED 11 1 Q o EXISTING 12 1 DISH TABLE w/ SOIL SINK EXISTING QLJ i� TABLE > EXISTING f-- o Z J 1 3COMP SINK w/ DRAIN BD's Q W_ EXISTING 15 W A BIN F— O PROPOSED cr F- • _ af 17 2 SODA MACHINE+ O PROPOSED 18 1 MOP SINK I EXISTING 19 < SHELVING PROPOSED U Z z 1 WORK TOP FREEZER FL. 4630 DESIGNER, EXPRESSLY RESERVES H:� COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN © COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, ANY FORM OR �.:,1ANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITI EN CONSENT. R awo PXII eP L©rte �_-- DATE SIGNED S ocF��F CSA NOV 2018 DECLARATIVE STATEMENT: .T .S TO THE BEST OF THE ARCHITECT'S KNOWLEDGE ,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ----------------� L----------------} KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL If SCALE: PLAN y4 1 0 I log r CC WAj .NU. = v V c. m Q � J W rZ cc H 2 �� o P v a n EQUIPMENT SCHEDULEGAS TAG JQTY DESCRIPTION PLUM. IELEC. CONDITION 1 2 HAND SINK • EXISTING 2 3 CASH REGISTER • PROPOSED 3 3 S/S TABLE VARIES 4 1 REACH—IN SALAD COOLER w PROPOSED 5 1 6 BURNER RANGE • m U �- PROPOSED 6 2 FRYER • o PROPOSED 7 1 1 ICHEF BASE PROPOSED 8 1 1 24" FLAT TOP GRIDDLE • PROPOSED 9 1 48" CHAR BROILER • PROPOSED 10 2 6' SANDWICH UNIT • PROPOSED 11 1 DISH MACHINE • • EXISTING 12 1 DISH TABLE w/ SOIL SINK EXISTING =71 -DISH TABLE EXISTING 14 1 3COMP SINK w/ DRAIN BD's • EXISTING 15 2 A BIN PROPOSED 16 • PROPOSED 17 2 SODA MACHINE+ PROPOSED 18 1 MOP SINK • EXISTING 19 3 SHELVING PROPOSED 20 1 WORK TOP FREEZER PROPOSED 21 TYPE I HOOD • EXISTING 22 1 SODA DISTRIBUTOR • EXISTING 23 1 PIZZA OVEN (2 DECK) • PROPOSED 24 1 2COMP SINK • EXISTING R awo PXII eP L©rte �_-- DATE SIGNED S ocF��F CSA NOV 2018 DECLARATIVE STATEMENT: .T .S TO THE BEST OF THE ARCHITECT'S KNOWLEDGE ,THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ----------------� L----------------} KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL If SCALE: PLAN y4 1 0 I log r CC WAj .NU. = v V c. m Q � J W rZ cc H 2 �� o P v a n � f n 1 \FIJ M M 0 � , ~ Q _} a w < W z c~n (Jn M U LL z 0 E Q w j ¢ 0 w m U �- z Z g gaQ o N O r LIGHTING FIXTURE SCHEDULE a GUARD RAIL NOTES: DESCRIPTION 1. LAMPS COMPLY w/ REQUIREMENTS OF FBC BALLAST VOLTAGE MOUNTING REMARKS NO. TYPE WATT TYPE SYMBOL TYPE 2'x4' LED TROFFER WITH FLUSH STEEL DOOR, WHITE of ASCE 7 4. INTERMEDIATE 120 CEILING RECESSED O F_ IEL �---� (A) FINISH AND CLEAR (Al2.125) LENS. BAKED ENAMEL 15 LED - 21" IN DIAMETER. m U = z Z � DAYBRITE "2SPG" SERIES W N O r O MULTI z 5 CEILING Cy B TRACK LIGHTING SOTS LED 14 120 SURFACE 1 O z PROGRESS P9201-31 g ! z D J C STRING LIGHT 3.75 SETS LED per BULB z 120 CEILING U W LL_ COMBINATION EMERGENCY LIGHT & SINGLE FACE o 0 O 0 OHOUSING THERMOPLASTIC EXIT SIGN/LIGHT WITH WHITE AND RED LETTERS. MCPHILBEN "CXXL1" 2 LED 4.92 120 CEILING WALL U U SERIES. PROVIDE FIXTURE w/ 90 min BATTERY LLJ w 00 00 00 BACK UP \ 0 ` THERMOPLASTIC EMERGENCY BATTERY PACK SELECT LIGHTING SLE1 5 FLOOD 5.4 DUAL CEILING WALL 1 O 0 0 a a a SINGLE/DUAL FACE THERMOPLASTIC EXIT SIGN/LIGHT WITH CEILING WHITE HOUSING AND RED LETTERS. PROV1DE DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN "CXXL3" SERIES. 3 LED 4 5 120 WALL O PROVIDE FIXTURE WITH 90 MINUTE BATTERY BACK UP. O EXHAUST FAN. 70 CFM. FAN HELPS REDUCE MOISTURE, 100 -WATT BULB, RUGGED, 26 -GAUGE, GALVANIZED STEEL 2 26 120 CEILING 1 O CONSTRUCTION NOTES: QVERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. SUSPENDED FROM FABRICATED TYPE FRAME (CONTRACTOR 0 PROVIDE) 3 PROVIDED BY TENANT CONTRACTOR TO INSTALL 4 PROVIDED WEATHER AND VANDAL PROOF LENS PURSUANT TO 2017 FMC ROOF PLAN- SCALE:Ja "=1'-0" ...... ..... it ........ --- i - ��i.,_... ....... -BF 101 NOTES A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA--70), 2. CODE FOR SAFETY TO LIFE (NFPA-101), 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 9. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EF -1 EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND os (Ocfm) WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT os J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. SYMBO LEGEND 1 POLE, 20 AMP, SWITCH WALL MOUNT AT 42" A.F.F.. $ M S 1 POLE, 20 AMP, SWITCH MOTION SENSOR EF -1 WALL MOUNT AT 42" A.F.F.. 70cfm 2x4 LAY—IN LED os OCCUPANCY SENSOR zXXXA ELECTRICAL PANEL (EXISTING) Q s. a- L�Lj Cn v METER (EXISTING) lzv Z5 U , }- CL 0 w N 0 JUNCTION BOX BP# < w DATE _ l zF S6fiNED 0 cn EXHAUST FAN (EF) m ® EMERGENCY EXIT w/ BATTERY BACKUP EMERGENCY EXIT/LIGHT COMBO w/ BATTERY BACKUP EMERGENCY LIGHT w/ BATTERY BACKUP w DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED. IN ANY FORM OR MANNER WHAT SO EVER WITHOUT .FIRST OBTAINING .THE EXPRESS WRITTEN=CONSENT 0 GERARD Y ARCHITECT, FL. 4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE FLANS AND D © COPYRIGHT 2G � 8 GERARD VERME � VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. SUPPLY LAY—IN A/C DIFFUSERS N(EXISTING) RETURN a GUARD RAIL NOTES: 1. GUARD RAIL TO COMPLY w/ REQUIREMENTS OF FBC 1607.8 2. SHALL RESIST A LINEAR LOAD OF 50lbs per LINEAR FOOT 3, SHALL RESIST A CONCENTRATED LOAD OF 2001bs IN ACCORDANCE w/ SECTION 4.5.1 of ASCE 7 4. INTERMEDIATE RAILS SHALL RESIST A CONCENTRATED LOAD OF 501bs IN o z ACCORDANCE w/ SECTION 4.5.1 of ASCE 7 0 I Of Lu 5. PICKET SHALL BE SPACE TO NOT ALLOW A SPHERE 21" IN DIAMETER. PURSUANT TO 2017 FMC ROOF PLAN- SCALE:Ja "=1'-0" ...... ..... it ........ --- i - ��i.,_... ....... -BF 101 NOTES A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIONAL ELECTRICAL CODE (NFPA--70), 2. CODE FOR SAFETY TO LIFE (NFPA-101), 3. UNDERWRITERS' LABORATORIES (UL) 4. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 5. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 6. FEDERAL SPECIFICATION (FED. SPEC.) 7. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 8. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 9. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EF -1 EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND os (Ocfm) WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. I. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT os J. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS INDICATES THE CONTRACTOR SHALL FURNISH AND INSTALL. SYMBO LEGEND 1 POLE, 20 AMP, SWITCH WALL MOUNT AT 42" A.F.F.. $ M S 1 POLE, 20 AMP, SWITCH MOTION SENSOR EF -1 WALL MOUNT AT 42" A.F.F.. 70cfm 2x4 LAY—IN LED os OCCUPANCY SENSOR zXXXA ELECTRICAL PANEL (EXISTING) Q s. a- L�Lj Cn v METER (EXISTING) lzv Z5 U , }- CL 0 w N 0 JUNCTION BOX BP# < w DATE _ l zF S6fiNED 0 cn EXHAUST FAN (EF) m ® EMERGENCY EXIT w/ BATTERY BACKUP EMERGENCY EXIT/LIGHT COMBO w/ BATTERY BACKUP EMERGENCY LIGHT w/ BATTERY BACKUP w DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED. IN ANY FORM OR MANNER WHAT SO EVER WITHOUT .FIRST OBTAINING .THE EXPRESS WRITTEN=CONSENT 0 GERARD Y ARCHITECT, FL. 4630 DESIGNER, EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS, THESE FLANS AND D © COPYRIGHT 2G � 8 GERARD VERME � VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED TO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. SUPPLY LAY—IN A/C DIFFUSERS N(EXISTING) RETURN DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES NOV ? G 201 PARTITION LEGEND r----------------- L----------------J KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL EXISTING INTERIOR WALL WALK—IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALT LIGHTING PLAN NCA S a 0 w @ M N o M U- o O Iz wW I W w m I- � � � z o z z � 0 I Of Lu Q � m U = z Z � U W N O r O z 5 Cy r- w 0 z Q z D J Q = z a U W LL_ o 0 O 0 z Q tY u U U W LLJ w 00 00 00 \ 0 �- � 0 0 a a a DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES NOV ? G 201 PARTITION LEGEND r----------------- L----------------J KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL EXISTING INTERIOR WALL WALK—IN COOLER WALL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALT LIGHTING PLAN NCA S a @ M N o M U- o O Iz wW I d w z n m I- z Q � � z o z Q 0 I Of Lu 7 Q o_ m U z � Z � o aQ N O r LOCKING QUADRANT GALV. STEEL ROD OR TO BE EXPOSED STRAP SUPPORTS PER FLEXIBLE DUCT W/1" SMACNA STANDARDS THK. INSULATION & FIBERGLASS DUCT VAPOR BARRIER BOARD NYLON DRAWBAND AND SPIN -IN TAP FITTING WITH MASTIC AT EACH CONNECTION TIE TO AIR SCOOP & DAMPER STRUCTURAL SUPPORTS SQUARE TO I ROUND 2" WIDE METAL BAND I ADAPTER SUPPORT - i - _ - _j GYPSUM BOARD - CEILING 1-1/2- X 1-1/2- X 1/8- GALV. ANGLE OR STRAP PER SMACNA NYLON DRAWBAND AND LOUVERED FACE CEILING DIFFUSER MASTIC AT EACH CONNECTION SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL NUT TO SCALE DUE TO LACK OF DRAWING SPACE SEE ROOF PLAN ON SHEET E-2 FOR EQUIPMENT SEPARATION DISTANCE EXHAUST MAINTAIN 3" SPACE ON LONG SIDE LIMITED TO o 0 COMBUSTIBLES EF -2 MAU-1 SUPPLY FAN E i I io I I 5,> ; 26 I I I I I .. 21x14 SUPPLY Y RISER - 3 �� NSULATED Aft DUCT w/ 90' CURVED DEFLECTORS TO HOOD MAKE-UP AIR 900 CURVE 0 y ,2'. EXHAUST RISER EXHAUST 16 ga. CONTINUOUS SEAMLESS WELDED 16"0 EXH. DUCT OFFSET BY MECH. CONTRACTOR (AS 12"0 16' ROUND NE MAY BE REQ'd) DUCT TEE w/CLECUE AN OUT f� 1 DOW VAPORPROOF 2.75" SUPPLY RISER HANGING INCANDESCENT WITH NOLL>AAE ANGLE LIGHT DAMPER _ O 3' STANDOFF Y X IT IS THE RESPONSIBILITY OF THE L. CLASSIFIED ARCHITECT/OWNER TO ENSURE THAT N BAFFLE -TYPE 23.5% OPEN THE HOOD CLEARANCE FROM GREASE FILTERS STAINLESS STEEL LIMITED -COMBUSTIBLE AND SUPPLY PRORATED COMBUSTIBLE MATERIALS IS IN PANEL COMPLIANCE WITH LOCAL CODE REQUIREMENTS 3' GREASE DRAIN WITH REMOVABLE CUP - EXISTING CMU WALL w/ S.S. LINING NLES` F7lT Qf ANSUL SYSTEM SHALL BE INSTALLED I JET BY FIRE EQUIP. SUPPLIER. _ 'Ei is .iLAeEn MOUNTED ON WALL & PIPED w/ +? °� 0*�T TAErE Hai;a+: A IX Tma APPROPRIATE HEADS TO HOOD PER . FCY":EUE�+T NFPA 96 a I— STRAIT OR ANC IF R(l) -- — - — — I 7—:{ECTANlC;LLAF OF FLAT :;+IAL 7U^7 C!iE:V: btP.Y 'E U0TTEU IF H.'% AR LOG"" L -NPU;, :.. T I EQUIPMENT BY OTHERS HANGAR L:. I'=.TEG I WILL BE LIGHT 1, FA.TNE' ` "TIf�Ih - DUCT WORK awTH T1IT TESTED ON GROUND PRIOR L ,A �ZAt u TO INSTALLING .-Tl E FA: TE�wEr.`., �{I � •� AVE 9CLV, ;; i. F`1�t LOAF, TSA t �' C f 1'�rir� a`Ax MANUFACTURER BY CAPTNEAIR COMPLY & INSTALL PER NFPA-96 2017 FDfflON HOOD DIAGRAMMATIC DETAIL N.T.S. HAV. :'f SAVE SI:'E A', HAW,En '3Tf Al' 01A VAX Matt. �NOI�K SJP�'Cf�T DETAIL ucT NOTE: THE MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT (LOCATION & SIZES) AND ADJUST INTENDED HVAC LAYOUT ACCORDINGLY. EXISTING WALL CAPS. 0 6"0 EF -1 LY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT. IN THESE PLANS. THES PLANS DRAWINGS ARE NOT TOABEESA DDOCRETTEN HCONSDNOR COPIED IN ©COPYRIGHT 2018 GERARD TERMLY, ARCHITECT, FL. T4630 DESIGNER, EXPRESS ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VEPMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNS TO ANY PARTY WITHOUT FIRST OB NG ml U Z Q d n w � u � v ono W�� U w 3z 0 U) d � m 4 iL KEY NOTES 1. 4" GALV. EXHAUST DUCT UP TO EXISTING WALL CAPS 2. EXISTING ROOF TOP UNIT MOUNTED ON EXISTING ROOF CURB. FULL SIZE SUPPLY & RETURN DROPS FROM ROOF. PROVIDE TRANSITION FROM UNIT OPENINGS TO DUCT SIZE INDICATED 3. MANUAL BALANCE DAMPER. TYPICAL FOR ALL DUCT RUNOUTS. 4. PROVIDE SMOKE DETECTOR AT UNIT RETURN, AND AUDIBLE AND VISUAL ALARM SHALL BE INSTALLED IN A CONSTANTLY ATTENDED LOCATION. DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM. 5. 16x16 DUCT OPENING ON TOP OF RETURN PLENUM WITH WIRE MESH OVER OPENING. 6. 16x16 LOUVERED GRILL RETURN GENERAL NOTES 1. CONTRACTOR SALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO A BID OR COMMENCING WORK, 2. ALL WORK SHALL BE DONE IN CONFORMITY WITH THE LATEST EDITION OF ALL APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION 3. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BT THE OWNER AND UNITED FIELD OBSERVATIONS, THE ENGINEER MAKES NO REPRESENTATIONS FOR THE ACCURACY OF SUCH INFORMATION AND ALL MATERIALS, EQUIPMENT, DIMENSIONS, CONDITIONS, ETC. SHALL BE FIELD VERIFIED. 4. ALL WORK SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF MECHANICAL SYSTEMS SHALL BE DONE DURING OFF-PEAK OR UNOCCUPIED TIME AND STRICTLY AS APPROVED BY OWNER WHICH WILL BE NOTIFIED A MINIMUM OF (7) DAYS IN ADVANCE OF SUCH WORK. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AND FOR ANY REPAIRS DUE TO ACCIDENTAL DAMAGES OF FAULTY WORKMANSHIP. 6. ALL R/A GRILLES SHALL BE PROVIDED WITH PROTECTIVE CONSTRUCTION FILTERS AND A/C UNITS SHALL HAVE THEIR FILTERS REPLACED WITH NEW ONES AT THE END OF THE CONSTRUCTION PERIOD. 7, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECCESSARY PERMITS AND APPROVALS REGARDING HIS WORK. 8. FOR ALL ADDITIONAL INFORMATION REGARDING SCOPE OF WORK AND BUILDING CONDITIONS, COORDINATE WITH ARCHITECTURAL PLANS, SYMBOL_ LEGEND MECHANICAL LEGEND SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE WALL LOUVER - RETURN 4 EXHAUST F NEW SUPPLY DUCTWORK NEW EXHAUST DUCTWORK NEW FLEX DUCT I-- VOLUME CONTROL DAMPER TO THERMOSTAT DUCT SMOKE DETECTOR 2 DD BELLMOUTH TAP DECLARATIVE STATEMENT: IT Is TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES FLEX SCHEDULE I"0 20-45 CFM w 9"0 130-320 CFM "0 30-75 CFM U - z 10"0 170-420 CFM "0 50-125 CFM z 12"0 270-650 CFM 10 70-160 CFM z Q LLz 14"0 350-880 CFM "0 100-250 CFM 16"0 480-1200 CFM A3 w I— > Q o_ KEY NOTES 1. 4" GALV. EXHAUST DUCT UP TO EXISTING WALL CAPS 2. EXISTING ROOF TOP UNIT MOUNTED ON EXISTING ROOF CURB. FULL SIZE SUPPLY & RETURN DROPS FROM ROOF. PROVIDE TRANSITION FROM UNIT OPENINGS TO DUCT SIZE INDICATED 3. MANUAL BALANCE DAMPER. TYPICAL FOR ALL DUCT RUNOUTS. 4. PROVIDE SMOKE DETECTOR AT UNIT RETURN, AND AUDIBLE AND VISUAL ALARM SHALL BE INSTALLED IN A CONSTANTLY ATTENDED LOCATION. DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM. 5. 16x16 DUCT OPENING ON TOP OF RETURN PLENUM WITH WIRE MESH OVER OPENING. 6. 16x16 LOUVERED GRILL RETURN GENERAL NOTES 1. CONTRACTOR SALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO A BID OR COMMENCING WORK, 2. ALL WORK SHALL BE DONE IN CONFORMITY WITH THE LATEST EDITION OF ALL APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION 3. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BT THE OWNER AND UNITED FIELD OBSERVATIONS, THE ENGINEER MAKES NO REPRESENTATIONS FOR THE ACCURACY OF SUCH INFORMATION AND ALL MATERIALS, EQUIPMENT, DIMENSIONS, CONDITIONS, ETC. SHALL BE FIELD VERIFIED. 4. ALL WORK SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF MECHANICAL SYSTEMS SHALL BE DONE DURING OFF-PEAK OR UNOCCUPIED TIME AND STRICTLY AS APPROVED BY OWNER WHICH WILL BE NOTIFIED A MINIMUM OF (7) DAYS IN ADVANCE OF SUCH WORK. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AND FOR ANY REPAIRS DUE TO ACCIDENTAL DAMAGES OF FAULTY WORKMANSHIP. 6. ALL R/A GRILLES SHALL BE PROVIDED WITH PROTECTIVE CONSTRUCTION FILTERS AND A/C UNITS SHALL HAVE THEIR FILTERS REPLACED WITH NEW ONES AT THE END OF THE CONSTRUCTION PERIOD. 7, CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECCESSARY PERMITS AND APPROVALS REGARDING HIS WORK. 8. FOR ALL ADDITIONAL INFORMATION REGARDING SCOPE OF WORK AND BUILDING CONDITIONS, COORDINATE WITH ARCHITECTURAL PLANS, SYMBOL_ LEGEND MECHANICAL LEGEND SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE WALL LOUVER - RETURN 4 EXHAUST F NEW SUPPLY DUCTWORK NEW EXHAUST DUCTWORK NEW FLEX DUCT I-- VOLUME CONTROL DAMPER TO THERMOSTAT DUCT SMOKE DETECTOR 2 DD BELLMOUTH TAP DECLARATIVE STATEMENT: IT Is TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES 8.4 d r isr LLI L6 a v CC m Qi H J Io � W- ~0 CC as �e >�� P, 0 d v t—J 0 @ 0 F -----------------I w M M N 0 0 M U - z KNEE WALL BELOW COUNTER o� Q i = z I�N a w ca WALK-IN COOLER WALL (EXISTING) o . . EXISTING (1) HR TENANT WALL z Q LLz 0 Z MECHANICAL w Qa z w I— > Q o_ d 0U Zg Z � ' U F- p N O r O :D z ow cn Lli0> CD O � z d � o _ U o w I O 0 z d d� __D u __D u U w w w �_ 00 co � CC) r - N O O a a Q 8.4 d r isr LLI L6 a v CC m Qi H J Io � W- ~0 CC as �e >�� P, 0 d v PARTITION t—J @ 0 F -----------------I M M N 0 M U - z KNEE WALL BELOW COUNTER LL. Q i = z I�N a w ca WALK-IN COOLER WALL (EXISTING) . . EXISTING (1) HR TENANT WALL z Q LLz 0 Z MECHANICAL 0 - I- < PLAN > Q o_ SCALE: y4,jl1,-0". m U_ Zg Z � ' N O r PARTITION LEGEN "' F -----------------I L----------------� KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL EXISTING INTERIOR WALL WALK-IN COOLER WALL (EXISTING) . . EXISTING (1) HR TENANT WALL PROPOSED INTERIOR WALL MECHANICAL PLAN SCALE: y4,jl1,-0". A #N I N TAG SUPPLY AIR DIFFUSER SCHEDULE CFM MODULENOM. DUCT NC CFM RANGE NOTES TAG MANUF. & MODEL SIZE NECK SIZE MATERIAL FRAME FINISH DAMPER SIZE COORD. W/ AG -100 12"X12" MAX. 25 UP TO 279 CFM A TITUS TDCA—AA 24X24 8" ALUM. LAY—IN ARCH. COORD. W/ OBD 10"X8" MAX. 27 UP TO 260 CFM 8 TITUS 301 FS 12X12 — ALUM. SURFACE ARCH. § RETURN SEE LAYOUT COORD. W/ NA SEE LAYOUT MAX. 24 R TITUS 55FL 18x18 DRAWING ALUM. SURFACE ARCH. DRAWING (*) EQUIVALENT MANUFACTURER: METALAIRE, CARNES, T & B, NAILOR GENERAL NOTES: 1. PROVIDE MANUAL VOLUME DAMPER W/LOCKING QUADRANT AT BRANCH DUCT TO TRUNK DUCT CONNECTION (SEE DETAIL). 2. REFER TO ARCHITECT PLANS FOR CEILING TYPE. 3. FINAL COLOR SELECTION SUBJECT TO ARCHITECT APPROVAL. LOCKING QUADRANT GALV. STEEL ROD OR TO BE EXPOSED STRAP SUPPORTS PER FLEXIBLE DUCT W/1" SMACNA STANDARDS THK. INSULATION & FIBERGLASS DUCT VAPOR BARRIER- BOARD NYLON DRAWBAND AND SPIN -IN TAP FITTING WITH MASTIC AT EACH CONNECTION TIE TO AIR SCOOP & DAMPER STRUCTURAL SUPPORTS - — — - -I SQUARE TO I ROUND 2" WIDE METAL BAND I ADAPTER SUPPORT — — - i GYPSUM BOARD CEILING 1-1/2- X 1-1/2- X 1/8- GALV. ANGLE OR STRAP PER SMACNA NYLON DRAWBAND AND LOUVERED FACE CEILING DIFFUSER I MASTIC AT EACH CONNECTION SUSPENDED TYPE LOUVERED FACE CEILING DIFFUSER CEILING SYSTEM WITH 2' X 2' LAY -IN ALUM. PANEL TYPICAL DIFFUSER DETAIL NOT TO SUALt UNLESS Fl:IT OF -.TRAP IS PLACED LwlE A iiCTTOM !'-'T REINK?CEMENT T"IGF-FIE HAN i42:, --- STRAP OR ANGLE R .-D RECTAN`LeLAR R FLAT OVAL 'LrT I SCREW' -4 MA1 HE C-PITTEL) IF H.ANZIAR LOOS UNDER DU` -'T I I L"A �i IK ATELt HA.h��,A.�� _ I BATH FA', TNF6 = LOAM RATE"' FA:'TE%Ef` -T` 1717E 3t:LT;s; F, ; Li,AI'; 7. SEC. -RE NIRE 3E" DIA_. MAX. � 13A%:: JF SAME SIZE AS HANGER ;TIwAI' `---.--' t.." [)IA MAX. OUCTWORK SUPPORT DETAIL. NCT T r^LE FLEX SCHEDULE HVAC 20-45 CFM 9"o130-320 CFM F 30-75 CFM 10"o 170-420 CFM 8"p 50-125 CFM 12"0 270-650 CFM EXISTING CMU EXTERIOR WALL 70-160 CFM 14"0 350-880 CFM 8"o 100-250 CFM 16"0 480-1200 CFM EXISTING HVAC EQUIPMENT SCHEDULE 0 4 CFM @ SIZE 8"p MODEL NAME Q W � EXISTING CMU EXTERIOR WALL 2000 Fm 5 ton EXISTING (1) HR TENANT WALL LEN NOX SYSTEM RTU -1 o z O SCALE: PLAN Y4" -1'-o". Q N w Jd bj .J OR EQUAL In U 2000 Z I 5 ton z LENNOX SYSTEM RTU -2 N a OR EQUAL x 2000 5 ton LEN NOX SYSTEM RTU -3 X C✓ w _— .� OR EQUAL D { F=M77 10 0 Wp O EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THES PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN Q COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. X4630 DESIGNER, ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR A E THEY TO BE ASSIGNEDTO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING WALL CAPS. LmiIIIiiILl.q 6"0 EF -1 J NOTE: THE MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT (LOCATION & SIZES) AND ADJUST INTENDED HVAC LAYOUT ACCORDINGLY. M X KEY NOTES 1. 4" GALV, EXHAUST DUCT UP TO EXISTING WALL CAPS 2. EXISTING ROOF TOP UNIT MOUNTED ON EXISTING ROOF CURB. FULL SIZE SUPPLY & RETURN DROPS FROM ROOF. PROVIDE TRANSITION FROM UNIT OPENINGS TO DUCT SIZE INDICATED 3, MANUAL BALANCE DAMPER. TYPICAL FOR ALL DUCT RUNOUTS. 4. PROVIDE SMOKE DETECTOR AT UNIT RETURN, AND AUDIBLE AND VISUAL ALARM SHALL BE INSTALLED IN A CONSTANTLY ATTENDED LOCATION. DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM. 5. 16x16 DUCT OPENING ON TOP OF RETURN PLENUM WITH WIRE MESH OVER OPENING. 6. 16x16 LOUVERED GRILL RETURN GENERAL NOTES 1. CONTRACTOR SALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO A BID OR COMMENCING WORK. 2. ALL WORK SHALL BE DONE IN CONFORMITY WITH THE LATEST EDITION OF ALL APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION 3. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BT THE OWNER AND UNITED FIELD OBSERVATIONS, THE ENGINEER MAKES NO REPRESENTATIONS FOR THE ACCURACY OF SUCH INFORMATION AND ALL MATERIALS, EQUIPMENT, DIMENSIONS, CONDITIONS, ETC. SHALL BE FIELD VERIFIED. 4. ALL WORK SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF MECHANICAL SYSTEMS SHALL BE DONE DURING OFF—PEAK OR UNOCCUPIED TIME AND STRICTLY AS APPROVED BY OWNER WHICH WILL BE NOTIFIED A MINIMUM OF (7) DAYS IN ADVANCE OF SUCH WORK. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AND FOR ANY REPAIRS DUE TO ACCIDENTAL DAMAGES OF FAULTY WORKMANSHIP. 6. ALL R/A GRILLES SHALL BE PROVIDED WITH PROTECTIVE CONSTRUCTION FILTERS AND A/C UNITS SHALL HAVE THEIR FILTERS REPLACED WITH NEW ONES AT THE END OF THE CONSTRUCTION PERIOD. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECCESSARY PERMITS AND APPROVALS REGARLING HIS WORK. 8. FOR ALL ADDITIONAL INFORMATION REGARDING SCOPE OF WORK AND BUILDING CONDITIONS, COORDINATE WITH ARCHITECTURAL PLANS. EGE MECHANICAL LEGEND SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE WALL LOUVER - RETURN EXHAUST FAN 0 NEW SUPPED RCTWORK NEW EXHAUST DUCTWORK NEW FLEX DUCT t VOLUME CONTROL DAMPER QT THERMOSTAT DUCT SMOKE DETECTOR 2 DD BELLMOUTH TAP DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ��Ak" s[ OF woD A 200 0 4 Q LL @ M N M 8"p o o u- Q W � EXISTING CMU EXTERIOR WALL Q w Fm WALK-IN COOLER WAL (EXISTING) EXISTING (1) HR TENANT WALL 16x16 o z O SCALE: PLAN Y4" -1'-o". Q N w Jd bj .J 4 o it In U z Z I — z a ~ a_ N a �� x 0 X C✓ w _— .� X � V6 Wp O EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THES PLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN Q COPYRIGHT 2018 GERARD VERMEY, ARCHITECT, FL. X4630 DESIGNER, ANY FORM OR MANNER WHAT SO EVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR A E THEY TO BE ASSIGNEDTO ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTEN CONSENT. EXISTING WALL CAPS. LmiIIIiiILl.q 6"0 EF -1 J NOTE: THE MECHANICAL CONTRACTOR SHALL VERIFY ALL EXISTING EQUIPMENT (LOCATION & SIZES) AND ADJUST INTENDED HVAC LAYOUT ACCORDINGLY. M X KEY NOTES 1. 4" GALV, EXHAUST DUCT UP TO EXISTING WALL CAPS 2. EXISTING ROOF TOP UNIT MOUNTED ON EXISTING ROOF CURB. FULL SIZE SUPPLY & RETURN DROPS FROM ROOF. PROVIDE TRANSITION FROM UNIT OPENINGS TO DUCT SIZE INDICATED 3, MANUAL BALANCE DAMPER. TYPICAL FOR ALL DUCT RUNOUTS. 4. PROVIDE SMOKE DETECTOR AT UNIT RETURN, AND AUDIBLE AND VISUAL ALARM SHALL BE INSTALLED IN A CONSTANTLY ATTENDED LOCATION. DETECTORS SHALL BE CONNECTED TO BUILDING FIRE ALARM. 5. 16x16 DUCT OPENING ON TOP OF RETURN PLENUM WITH WIRE MESH OVER OPENING. 6. 16x16 LOUVERED GRILL RETURN GENERAL NOTES 1. CONTRACTOR SALL VISIT THE BUILDING AND FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO A BID OR COMMENCING WORK. 2. ALL WORK SHALL BE DONE IN CONFORMITY WITH THE LATEST EDITION OF ALL APPLICABLE CODES AND AUTHORITY HAVING JURISDICTION 3. ALL INFORMATION CONTAINED IN THESE DRAWINGS IS ACCORDING TO THE ORIGINAL CONSTRUCTION DOCUMENTS PROVIDED BT THE OWNER AND UNITED FIELD OBSERVATIONS, THE ENGINEER MAKES NO REPRESENTATIONS FOR THE ACCURACY OF SUCH INFORMATION AND ALL MATERIALS, EQUIPMENT, DIMENSIONS, CONDITIONS, ETC. SHALL BE FIELD VERIFIED. 4. ALL WORK SHALL BE DONE IN STRICT COORDINATION AND AS APPROVED BY OWNER. ALL INTERRUPTIONS IN THE FUNCTIONING OF MECHANICAL SYSTEMS SHALL BE DONE DURING OFF—PEAK OR UNOCCUPIED TIME AND STRICTLY AS APPROVED BY OWNER WHICH WILL BE NOTIFIED A MINIMUM OF (7) DAYS IN ADVANCE OF SUCH WORK. 5. CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AND FOR ANY REPAIRS DUE TO ACCIDENTAL DAMAGES OF FAULTY WORKMANSHIP. 6. ALL R/A GRILLES SHALL BE PROVIDED WITH PROTECTIVE CONSTRUCTION FILTERS AND A/C UNITS SHALL HAVE THEIR FILTERS REPLACED WITH NEW ONES AT THE END OF THE CONSTRUCTION PERIOD. 7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECCESSARY PERMITS AND APPROVALS REGARLING HIS WORK. 8. FOR ALL ADDITIONAL INFORMATION REGARDING SCOPE OF WORK AND BUILDING CONDITIONS, COORDINATE WITH ARCHITECTURAL PLANS. EGE MECHANICAL LEGEND SUPPLY AIR CEILING DIFFUSER RETURN AIR CEILING GRILLE WALL LOUVER - RETURN EXHAUST FAN 0 NEW SUPPED RCTWORK NEW EXHAUST DUCTWORK NEW FLEX DUCT t VOLUME CONTROL DAMPER QT THERMOSTAT DUCT SMOKE DETECTOR 2 DD BELLMOUTH TAP DECLARATIVE STATEMENT: IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE , THE PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE—SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC 6th EDITION 110.8.4.4 AND CHAPTER 633, FLORIDA STATUTES ��Ak" s[ OF woD g 21� 0 LEGEND Q LL @ M N M z o o u- Q W � EXISTING CMU EXTERIOR WALL Q w Fm WALK-IN COOLER WAL (EXISTING) EXISTING (1) HR TENANT WALL ¢oz o z O SCALE: PLAN Y4" -1'-o". Q N w Jd bj .J 4 o it In U z � Z z a ~ a_ N a g 21� PARTITION LEGEND F ----------------- L----------------- KNEE WALL BELOW COUNTER EXISTING CMU EXTERIOR WALL V 1111111A EXISTING INTERIOR WALL WALK-IN COOLER WAL (EXISTING) EXISTING (1) HR TENANT WALL PROPOSED INTERIOR W4LL MECHANICAL SCALE: PLAN Y4" -1'-o". MEASE-STOP SOLO FILTER �I—r' Ii f,sAliVi1 • THE CAPTRATE 6REI19E-S1nP SOW FILTER iS A SINGLE -STAGE FUER FEATURING A UNIQUE S -BAFFLE DES A SLOTTED REAR BAFFLE DESIGAt, TO DELIVER EXCEPTKNAL FILTRATION FILTER NS sTAUM sMEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL wX U10E STAINLESS STEEL HANDTO LES AND AIS A FASTENING DEVICE Swim THE TWO COMPONENTS WHEN ASSEMI LED• GREASE EXTRNGnON EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X OF a ASE PARCICLES � FIVE MICRONS IN SIZE, AND BOX UREASE PARTICLES $EVEN MICRONS IN SIZE AND LARGER, WiTH A CE� PRESSURE DROP NOT M EXCEED 1.0 INCHES OF WATER GAUGE• THE CAPiTLATE SASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM n,nW RA'M 12519-O5. PRl :5�1:Rli I7RC?P VS. fTPT!'.�7t"Y VS. PAR.'ITfT.t S ILIA\M) i L'A'IR .. % a i c to L ILLS. u 1'1'ovv BATA( (d.') P,litTlCJ.i. UTAYiL+.T�'.R jum�a CAPRRATTE6 FILTERS ARE BUILT M COMPLIANCE WITH:. NFPA NSF JAANDARD %2 W UL STANDARD#`1046 MT. MECH. CODE (IMC) Lnc-5649 is GREASE DUCT & CHIMNEY SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO ECON-AIR MODEL "EDV1l" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "EDW" IS LISTED TO UL -1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "EDW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "EDW" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16 - PER /16"PER 12. HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12 DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221OR UL -103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO ECON-AIR MODEL "EDW- 2R, 211 TYPE HT, 3R, OR 3Z" ROUND 20 GALE 430 STAINLESS INNER DUCT 6A= WITI ECON-AIR RECOMMENDS THE USE OF LISTED, HVAC DISTRIBUTION NOTE PRE -FABRICATED ROUND GREASE EXHAUST DUCT HIGH VELOCITY DIFFUSERS OR HVAC RETURNS TO REDUCE STATIC PRESSURE IN THE SYSTEM, SHOULD NOT BE PLACED WiTHIN TEN (10) FEET MINIMIZE INSTALLATION AND INSPECTION TIMES, OF THE EXHAUST HOOD. PERFORATED DIFFUSERS AND ENSURE DUCT IS LIQUID TiGHT ARE RECOMMENDED. VERIT=Y CEILING HEIGHT CUSTOMER APPROVAL TO MANUFACTURE: law 13n Fv �/ 11.YR 0 Nile Now is fwn WN 0010 fro swa Ale a Galt aN MUOMt FAM r ter System Des�an Veriflcatlan (SENT If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue. the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. JOB Jum in Jax LOCATION ATLA ECON—NR PI 9/20/ 2 us e hLLiMt R3'P. YilA TAG Ars OPTION 1 0 C3= FTELD WRAPPER 1sOv Hipp Front, RIGHT END STANDOFF MNISHED 1 Wide 54 LAxOp kpelated LEFT dw1 m END PANEL 23" T Width, 0' Bottom MiWeh. 23` High. 430 ss MGmT WALL AS END PANEL MEASE-STOP SOLO FILTER �I—r' Ii f,sAliVi1 • THE CAPTRATE 6REI19E-S1nP SOW FILTER iS A SINGLE -STAGE FUER FEATURING A UNIQUE S -BAFFLE DES A SLOTTED REAR BAFFLE DESIGAt, TO DELIVER EXCEPTKNAL FILTRATION FILTER NS sTAUM sMEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL wX U10E STAINLESS STEEL HANDTO LES AND AIS A FASTENING DEVICE Swim THE TWO COMPONENTS WHEN ASSEMI LED• GREASE EXTRNGnON EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X OF a ASE PARCICLES � FIVE MICRONS IN SIZE, AND BOX UREASE PARTICLES $EVEN MICRONS IN SIZE AND LARGER, WiTH A CE� PRESSURE DROP NOT M EXCEED 1.0 INCHES OF WATER GAUGE• THE CAPiTLATE SASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM n,nW RA'M 12519-O5. PRl :5�1:Rli I7RC?P VS. fTPT!'.�7t"Y VS. PAR.'ITfT.t S ILIA\M) i L'A'IR .. % a i c to L ILLS. u 1'1'ovv BATA( (d.') P,litTlCJ.i. UTAYiL+.T�'.R jum�a CAPRRATTE6 FILTERS ARE BUILT M COMPLIANCE WITH:. NFPA NSF JAANDARD %2 W UL STANDARD#`1046 MT. MECH. CODE (IMC) Lnc-5649 is GREASE DUCT & CHIMNEY SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO ECON-AIR MODEL "EDV1l" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "EDW" IS LISTED TO UL -1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "EDW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "EDW" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16 - PER /16"PER 12. HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12 DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221OR UL -103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO ECON-AIR MODEL "EDW- 2R, 211 TYPE HT, 3R, OR 3Z" ROUND 20 GALE 430 STAINLESS INNER DUCT 6A= WITI ECON-AIR RECOMMENDS THE USE OF LISTED, HVAC DISTRIBUTION NOTE PRE -FABRICATED ROUND GREASE EXHAUST DUCT HIGH VELOCITY DIFFUSERS OR HVAC RETURNS TO REDUCE STATIC PRESSURE IN THE SYSTEM, SHOULD NOT BE PLACED WiTHIN TEN (10) FEET MINIMIZE INSTALLATION AND INSPECTION TIMES, OF THE EXHAUST HOOD. PERFORATED DIFFUSERS AND ENSURE DUCT IS LIQUID TiGHT ARE RECOMMENDED. VERIT=Y CEILING HEIGHT CUSTOMER APPROVAL TO MANUFACTURE: law 13n Fv �/ 11.YR 0 Nile Now is fwn WN 0010 fro swa Ale a Galt aN MUOMt FAM r ter System Des�an Veriflcatlan (SENT If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue. the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. JOB Jum in Jax LOCATION ATLA ECON—NR PI 9/20/ 2 us e hLLiMt R3'P. YilA FAN TAG CM=0 BLOMYER 0 C3= aspWTM DESIGN nNK721111111 RPM T�TT�iTQ7�� r U B.H.P. 1N MEASE-STOP SOLO FILTER �I—r' Ii f,sAliVi1 • THE CAPTRATE 6REI19E-S1nP SOW FILTER iS A SINGLE -STAGE FUER FEATURING A UNIQUE S -BAFFLE DES A SLOTTED REAR BAFFLE DESIGAt, TO DELIVER EXCEPTKNAL FILTRATION FILTER NS sTAUM sMEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD 2 -INCH DEEP HOOD CHANNEL(S). UNITS SHALL wX U10E STAINLESS STEEL HANDTO LES AND AIS A FASTENING DEVICE Swim THE TWO COMPONENTS WHEN ASSEMI LED• GREASE EXTRNGnON EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75X OF a ASE PARCICLES � FIVE MICRONS IN SIZE, AND BOX UREASE PARTICLES $EVEN MICRONS IN SIZE AND LARGER, WiTH A CE� PRESSURE DROP NOT M EXCEED 1.0 INCHES OF WATER GAUGE• THE CAPiTLATE SASE -STOP SOLO WAS TESTED TO ASTM STANDARD ASTM n,nW RA'M 12519-O5. PRl :5�1:Rli I7RC?P VS. fTPT!'.�7t"Y VS. PAR.'ITfT.t S ILIA\M) i L'A'IR .. % a i c to L ILLS. u 1'1'ovv BATA( (d.') P,litTlCJ.i. UTAYiL+.T�'.R jum�a CAPRRATTE6 FILTERS ARE BUILT M COMPLIANCE WITH:. NFPA NSF JAANDARD %2 W UL STANDARD#`1046 MT. MECH. CODE (IMC) Lnc-5649 is GREASE DUCT & CHIMNEY SPECIFICATIONS: PROVIDE GREASE DUCT EQUAL TO ECON-AIR MODEL "EDV1l" ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. MODEL "EDW" IS LISTED TO UL -1978 AND IS INSTALLED USING "V" CLAMP LOCKING CONNECTIONS SEALED WITH 3M FIRE BARRIER 2000 PLUS. MODEL "EDW" DOES NOT REQUIRE WELDING PROVIDING IT HAS BEEN INSTALLED PER THE MANUFACTURES INSTALLATION GUIDE. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. PER MANUFACTURES LISTING MODEL "EDW" HORIZONTAL RUNS LESS THAN 75 FT. CAN BE SLOPED 1/16 - PER /16"PER 12. HORIZONTAL RUNS MORE THAN 75 FT. CAN BE SLOPED 3/16" PER 12 DUCT SHOULD BE SLOPED AS MUCH AS POSSIBLE TO REDUCE THE CHANCE OF GREASE ACCUMULATION IN HORIZONTAL RUNS. IF THE DUCT OR CHIMNEY IS WITHIN 18 INCHES OF COMBUSTIBLE MATERIAL, PROVIDE UL-2221OR UL -103 HT LISTED DOUBLE WALL GREASE DUCT OR DOUBLE WALL CHIMNEY EQUAL TO ECON-AIR MODEL "EDW- 2R, 211 TYPE HT, 3R, OR 3Z" ROUND 20 GALE 430 STAINLESS INNER DUCT 6A= WITI ECON-AIR RECOMMENDS THE USE OF LISTED, HVAC DISTRIBUTION NOTE PRE -FABRICATED ROUND GREASE EXHAUST DUCT HIGH VELOCITY DIFFUSERS OR HVAC RETURNS TO REDUCE STATIC PRESSURE IN THE SYSTEM, SHOULD NOT BE PLACED WiTHIN TEN (10) FEET MINIMIZE INSTALLATION AND INSPECTION TIMES, OF THE EXHAUST HOOD. PERFORATED DIFFUSERS AND ENSURE DUCT IS LIQUID TiGHT ARE RECOMMENDED. VERIT=Y CEILING HEIGHT CUSTOMER APPROVAL TO MANUFACTURE: law 13n Fv �/ 11.YR 0 Nile Now is fwn WN 0010 fro swa Ale a Galt aN MUOMt FAM r ter System Des�an Veriflcatlan (SENT If ordered, CAS Service will perform a System Design Verification (SDV) once all equipment has had a complete start up per the Operation and installation Manual. Typically, the SDV will be performed after all inspections are complete. Any field related discrepancies that are discovered during the SDV will be brought to the attention of the general contractor and corresponding trades on site. These issues will be documented and forwarded to the appropriate sales office. If CAS Service has to resolve a discrepancy that is a field issue. the general contractor will be notified and billed for the work. Should a return trip be required due to any field related discrepancy that cannot be resolved during the SDV, there will be additional trip charges. During the SDV, CAS Service will address any discrepancy that is the fault of the manufacturer. Should a return trip be required, the general contractor and appropriate sales office will be notified. There will be no additional charges for manufacturer discrepancies. JOB Jum in Jax LOCATION ATLA ECON—NR PI 9/20/ 2 us e hLLiMt R3'P. YilA FAN TAG O]WATION -Job 6z7N�sv FAN UNIT MODEL BLOMYER HOUSING tMIN l DESIGN ESP. RPM H.P. B.H.P. 1N VOLT FLA Y(NEIGN()t SONESUNIT NO. 2 SERVICE DISCONNECT EA -Al -010 Oto Al - 2240 0.400 761 0.750 7 1 200 3.7 243 /5 FAN UNIT N0. Dow TAGnON ( -') l 1 - 0rwss 8000 1 - m1omi Gads Cwditaftn - 1 Alun WJM UPWW 1 - Fan Bass Comalto ssol -SW Loom - For Gross Ducts 2 - rn Dads - Supply M ON FA WEENT FAN ii l 83 LOS 0 26.500 x 24. x 24. Vsrltsd 16 � Ga 2 Cwb 21.000'10 x 21.000P'L x 20. 16 EXHAUST RM ON - ULM AND UL762 AND MC -SM - AICA SOUND AND AR CERTIFIED - ,,rwr G plM Moran To DNCCN N=t 11MC f W ATdorraw DlscaaLecT - HSH HOW OPER WIMI 3WF (14WC) MMM CLASSWCAT1CH Tl81111G NORMO, TO IVIATIRE TEST WNAUST FEW MUST OPIM79 tiO MUOUSLY MHLE DOMU81TN11 AR AT 3 WF (14WC) LJWL AL FAN IMMIS VE 111111001131 I"VI L ASND tN rAW AW DlraaaM11101 VN= W THE ION Mesal WOULD CAL16E UNM OPETNMIL A91011ift RM -UP TW *" VIVAI IeL11110 111 0110111MVAPOYRS MLI AT wwr ta''N o Fait A PERIOD or Wow 10 MY 1iXTENT TNMT MAD AM UNWE 0worn Nt GREASE BOX. MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM UPBLAST. FAN BASE CERAMIC SEAL - SHIP LOOSE - FOR GREASE DUCTS. HM THIP Q000 I 'M VAL 7W FM TC 1RN Wft RATE vom rro RIVAMNAooF of Food -- 1 kCH, FL, 3223: j VENTED CURB 10 GAUGE CONISTRUCnON 3' FLANGE ROOF OPE" 25 DWENSIOWS 26 PRCH D CURBS ARE AVAILABLE 0' FOR PiTCHED ROOF'S. SPECIFY PrtCttir EXAMPLE: 7/12 PrICH - 3a =PE JOB Jum it LOCATION EC0NmwjWPz DMICNAf 4 e 11r1sr1Ek Wray vr1Nl 11L DUCT 6 IFUWY *a= MWMN DM PLATE, ALL WRNS :12101 D TO TW V OTWL INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH THAT THE SPECIFIED WALL. ACTING AS AN END PANEL. IS MATED TiGHT TO THE CORRECT END OF HOOD TO ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING. NON-COMPLIANCE WILL NULLIFY THE ETL LISTING, VOID THE MANUFACTURER'S WARRANTY. AND HOLD THE CONTRACTOR LIABLE FOR ANY AND ALL LOSSES, COSTS, AND EXPENSES RELATED TO THE NON-CONFORMANCE OF THE MANUFACTURER'S SPECIFIED INSTRUCTION. THE WALL ACTING AS AN END PANEL MUST EXTEND NO LESS THAN 20" FROM THE INTERSECTING WALL ON WHICH HOOD IS MOUNTED AND MUST EXTEND NO LESS THAN 20' UNDER BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED MINIMUM EXHAUST CFM LISTING. u 11 1 f4i' Ane'A4FF 1 U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 28" 1 Jkaj 28~ 28• . ,... WIRING - HOOD 0ON" . r 1YIM GLINT. •Afr 16% II��N eMlee'lrnIMMNlir L'!',�Nb►41'�.. e" � (HARDWARE !T4' iNSTALIER) 1/8" M N 1" LAYER OF INSULATION'S ! I CONTROL PANEL TO AGXI SORY ITEMS ftwo -OW4. Ele *kbn fm"7 M ON FA WEENT FAN ii l 83 LOS 0 26.500 x 24. x 24. Vsrltsd 16 � Ga 2 Cwb 21.000'10 x 21.000P'L x 20. 16 EXHAUST RM ON - ULM AND UL762 AND MC -SM - AICA SOUND AND AR CERTIFIED - ,,rwr G plM Moran To DNCCN N=t 11MC f W ATdorraw DlscaaLecT - HSH HOW OPER WIMI 3WF (14WC) MMM CLASSWCAT1CH Tl81111G NORMO, TO IVIATIRE TEST WNAUST FEW MUST OPIM79 tiO MUOUSLY MHLE DOMU81TN11 AR AT 3 WF (14WC) LJWL AL FAN IMMIS VE 111111001131 I"VI L ASND tN rAW AW DlraaaM11101 VN= W THE ION Mesal WOULD CAL16E UNM OPETNMIL A91011ift RM -UP TW *" VIVAI IeL11110 111 0110111MVAPOYRS MLI AT wwr ta''N o Fait A PERIOD or Wow 10 MY 1iXTENT TNMT MAD AM UNWE 0worn Nt GREASE BOX. MIAMI DADE CERTIFICATION - NOA-1 ALUMINUM UPBLAST. FAN BASE CERAMIC SEAL - SHIP LOOSE - FOR GREASE DUCTS. HM THIP Q000 I 'M VAL 7W FM TC 1RN Wft RATE vom rro RIVAMNAooF of Food -- 1 kCH, FL, 3223: j VENTED CURB 10 GAUGE CONISTRUCnON 3' FLANGE ROOF OPE" 25 DWENSIOWS 26 PRCH D CURBS ARE AVAILABLE 0' FOR PiTCHED ROOF'S. SPECIFY PrtCttir EXAMPLE: 7/12 PrICH - 3a =PE JOB Jum it LOCATION EC0NmwjWPz DMICNAf 4 e 11r1sr1Ek Wray vr1Nl 11L DUCT 6 IFUWY *a= MWMN DM PLATE, ALL WRNS :12101 D TO TW V OTWL INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH THAT THE SPECIFIED WALL. ACTING AS AN END PANEL. IS MATED TiGHT TO THE CORRECT END OF HOOD TO ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING. NON-COMPLIANCE WILL NULLIFY THE ETL LISTING, VOID THE MANUFACTURER'S WARRANTY. AND HOLD THE CONTRACTOR LIABLE FOR ANY AND ALL LOSSES, COSTS, AND EXPENSES RELATED TO THE NON-CONFORMANCE OF THE MANUFACTURER'S SPECIFIED INSTRUCTION. THE WALL ACTING AS AN END PANEL MUST EXTEND NO LESS THAN 20" FROM THE INTERSECTING WALL ON WHICH HOOD IS MOUNTED AND MUST EXTEND NO LESS THAN 20' UNDER BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED MINIMUM EXHAUST CFM LISTING. u 11 1 f4i' Ane'A4FF 1 U.L. Listed L55 Series E26 Canopy Light Fixture - High Temp Assembly 28" 1 Jkaj 28~ 28• 54" ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM)ALL-THREAD- SANDWICH H"INGG ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS ALIT 1/2' - 13 TPN GRADE 5 (MINIMUM) HEX NUTS AS SHOWN- MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE COLING ANCHORS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. SUPPLY 13 IN rD (FNRDMMileffi LLEtq 13 in l a woos • LL 012- sol W "'' ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPi GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINT'S WiTH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI ORADE 5 (MINIMUM) HEX NUTS AS SNIMK MUST USE DOUBLED HEX NUT GANI'MRATION ABOVE CEILING ANCHORS. SINGE HEX NUT BREATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MMRAIN 1/4' OF EXPOSED THREADS eD FATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. .TOB Jum in Jax House of Food -- 12' �� LOCATION ATLANTIC BEACH, FL, 32233 ECONawAIR D 2 20 2018 DRAlJT�N BT ragAV 4 265 75 .0.0-* laleric fvrrr SCALL 3/8 1 FAN #2 EA-A1--G1O - SUPPLY FAN 1. UNTEMPERED SUPPL UNIT WITH 10' BLOWER IN SIZE #1 HOUSING 2. INTAKE HQOD WITH FILTERS 3. DOWN DISCHARGE -AIR FLOW RIGHT -> LEFT 4. MIAMI DADE IMPACT OD WIND LOAD CERTIFICATION +30 / -130 PSF - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APP ROV ROOF MOUNT EXHAUST CURBS UP TO 20' HiGH MUST BE 16 GAUGE ALUMINIZED. NOTE: SUPPLY DUCT M ST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT iSCHARGE UNLESS OTHERWISE SPECIFIED. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTW RK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT D CT SIZE IS 14' x 14" x 48' LONG. BLOWER DISCHARGE -p n 27 3/8" LIFIING LUG 00 3 3 4 11 le 1/4- - I 20" EQUIPMENT CURB k--- 21 " ROOF OPENING 2" SmAW1R THAN CURB DIMENSION. 13 3 . ,... WIRING - HOOD 0ON" . r 1YIM GLINT. •Afr 16% II��N eMlee'lrnIMMNlir L'!',�Nb►41'�.. e" � (HARDWARE !T4' iNSTALIER) 1/8" M N 1" LAYER OF INSULATION'S ! FACTORY INSTALLED IN CONTROL PANEL TO AGXI SORY ITEMS ftwo -OW4. Ele *kbn fm"7 1.00' END STANDOFF MEETS 0 REQUIREMENTS CLEARANCE --GNMLJNL- SERVICE DISCONNECT TO COMBUSTIBLE SURFACES. 113 29 3/4' I SWITCH BWMIER/MOTR ACCESS DOOR 24' SERVICE C vrwmN' Now —. �.. -Am �0e�es�s:► 0 W maim"' 54" ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI GRADE 5 (MINIMUM)ALL-THREAD- SANDWICH H"INGG ANGLES AND CEILING ANCHOR POINTS WITH 1/2' GRADE 5 (MINIMUM) STEEL FLAT WASHERS ALIT 1/2' - 13 TPN GRADE 5 (MINIMUM) HEX NUTS AS SHOWN- MUST USE DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING ANGLES AND ABOVE COLING ANCHORS. MAINTAIN 1/4' OF EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. SUPPLY 13 IN rD (FNRDMMileffi LLEtq 13 in l a woos • LL 012- sol W "'' ASSEMBLY INSTRUCTIONS HANGING ANGLE MUST BE SUPPORTED WITH 1/2' - 13 TPi GRADE 5 (MINIMUM) ALL -THREAD. SANDWICH HANGING ANGLES AND CEILING ANCHOR POINT'S WiTH 1/2" GRADE 5 (MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI ORADE 5 (MINIMUM) HEX NUTS AS SNIMK MUST USE DOUBLED HEX NUT GANI'MRATION ABOVE CEILING ANCHORS. SINGE HEX NUT BREATH HANGING ANGLE IS ACCEPTABLE FOR PSP HANGING ANGLES. MMRAIN 1/4' OF EXPOSED THREADS eD FATH BOTTOM HEX NUT. TORQUE ALL HEX NUTS TO 57 FT -LBS. .TOB Jum in Jax House of Food -- 12' �� LOCATION ATLANTIC BEACH, FL, 32233 ECONawAIR D 2 20 2018 DRAlJT�N BT ragAV 4 265 75 .0.0-* laleric fvrrr SCALL 3/8 1 FAN #2 EA-A1--G1O - SUPPLY FAN 1. UNTEMPERED SUPPL UNIT WITH 10' BLOWER IN SIZE #1 HOUSING 2. INTAKE HQOD WITH FILTERS 3. DOWN DISCHARGE -AIR FLOW RIGHT -> LEFT 4. MIAMI DADE IMPACT OD WIND LOAD CERTIFICATION +30 / -130 PSF - MIAMI DADE COUNTY PRODUCT CONTROL APPROVED. FLORIDA BUILDING CODE APP ROV ROOF MOUNT EXHAUST CURBS UP TO 20' HiGH MUST BE 16 GAUGE ALUMINIZED. NOTE: SUPPLY DUCT M ST BE INSTALLED TO MEET SMACNA STANDARDS. A MINIMUM STRAIGHT DUCT LENGTH MUST BE MAINTAINED DOWNSTREAM OF UNIT iSCHARGE UNLESS OTHERWISE SPECIFIED. DO NOT RELY ON UNIT TO SUPPORT DUCT IN ANY WAY. FAILURE TO PROPERLY SIZE DUCTW RK MAY CAUSE SYSTEM EFFECTS AND REDUCE PERFORMANCE OF THE EQUIPMENT. SUGGESTED STRAIGHT D CT SIZE IS 14' x 14" x 48' LONG. BLOWER DISCHARGE -p n 27 3/8" LIFIING LUG 00 3 3 4 11 le 1/4- - I 20" EQUIPMENT CURB k--- 21 " ROOF OPENING 2" SmAW1R THAN CURB DIMENSION. 13 3 488 I MINIMUM STRAIGHT DUCT 21" --} 14" ��-- " JOB Jum in Jax House of Food -- 12' PITCHED CURMS AM of Food -- 12 MR PITCHW ROOM G LOCATION ATLAN'T'IC BEACH, FL, 32233 BCH, FL. 32233 a At MECCW�*VR JOB 3527560 � a ��Lt14TB 9/20/2018 ✓OB 35275 EXAMPLE: 7/12 PITCH - SLOPE e r DIi'G 5 DRl1T�N BT r 65 DRAIIT+N BT re 65 R#'!r, SCALA' 3 8" 1 11-00 EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE GLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN © COPYRIGHT 20'8 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXP � THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED h0 ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTIN CONSE _N . ANY FORM OR M,,NNER WHAT SO E=VER WITHOUT FIRST OBTAINING EXHAUST RISER - HANGiNG ANGLE 2o" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL 54" JI HOOD 23" -� 23" L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) FIELD WRAPPER 18.00' HIGH (SEE HOOD OP'T'IONS TABLE) ATTACHING SUPPLY RISER �4-L-_---sTEEL ES WITH VOLUME DAMPER 23,590 OPEN STAINLESS PERFORATED PANEL 6' 16- --� 24" NOM. 18' I 48.0" MAX 80' RiGHT WALL AS END PANEL EQUIPMENT BY OTHERS I. SECTION VIEW -- MODEL 5424E4r-2-PSP-F HOOD - 1 JOB NOOgEL 3527560 . ,... WIRING - 76 1/2-- /2"-32 . r 1YIM GLINT. •Afr 16% II��N eMlee'lrnIMMNlir L'!',�Nb►41'�.. 0® NAME JM Howe of Fwd jwr4ft 1/8" M N -32 ! BREAKER PANEL To PRIMARY CONTROL PANEL CONTROL PANEL TO AGXI SORY ITEMS ftwo -OW4. Ele *kbn fm"7 AIRFLOW --GNMLJNL- SERVICE DISCONNECT z I- U)_ w 4 29 3/4' I SWITCH BWMIER/MOTR ACCESS DOOR 24' SERVICE lsasosrlol 4 488 I MINIMUM STRAIGHT DUCT 21" --} 14" ��-- " JOB Jum in Jax House of Food -- 12' PITCHED CURMS AM of Food -- 12 MR PITCHW ROOM G LOCATION ATLAN'T'IC BEACH, FL, 32233 BCH, FL. 32233 a At MECCW�*VR JOB 3527560 � a ��Lt14TB 9/20/2018 ✓OB 35275 EXAMPLE: 7/12 PITCH - SLOPE e r DIi'G 5 DRl1T�N BT r 65 DRAIIT+N BT re 65 R#'!r, SCALA' 3 8" 1 11-00 EXPRESSLY RESERVES HIS COPYRIGHT AND OTHER PROPERTY RIGHT IN THESE PLANS. THESE GLANS AND DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN © COPYRIGHT 20'8 GERARD VERMEY, ARCHITECT, FL. #4630 DESIGNER, EXP � THE EXPRESS WRITTEN CONSENT OF GERARD VERMEY, ARCHITECT, NOR ARE THEY TO BE ASSIGNED h0 ANY PARTY WITHOUT FIRST OBTAINING SAID WRITTIN CONSE _N . ANY FORM OR M,,NNER WHAT SO E=VER WITHOUT FIRST OBTAINING EXHAUST RISER - HANGiNG ANGLE 2o" CAPTRATE SOLO FILTER WITH HOOK 3" INTERNAL STANDOFF IT IS THE RESPONSIBILITY OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE FROM LIMITED -COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS. GREASE DRAIN WITH REMOVABLE CUP LEFT QUARTER END PANEL 54" JI HOOD 23" -� 23" L55 SERIES E26 CANOPY LIGHT FIXTURE - HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) FIELD WRAPPER 18.00' HIGH (SEE HOOD OP'T'IONS TABLE) ATTACHING SUPPLY RISER �4-L-_---sTEEL ES WITH VOLUME DAMPER 23,590 OPEN STAINLESS PERFORATED PANEL 6' 16- --� 24" NOM. 18' I 48.0" MAX 80' RiGHT WALL AS END PANEL EQUIPMENT BY OTHERS I. SECTION VIEW -- MODEL 5424E4r-2-PSP-F HOOD - 1 JOB NOOgEL 3527560 NUMBER SC -21111 aFP,�„*>-�,w.,t;-°Y rc x�nnac rmc . r 1YIM GLINT. •Afr 16% II��N eMlee'lrnIMMNlir L'!',�Nb►41'�.. 0® NAME JM Howe of Fwd jwr4ft f M N Q ! BREAKER PANEL To PRIMARY CONTROL PANEL CONTROL PANEL TO AGXI SORY ITEMS ftwo -OW4. Ele *kbn % DOdAdM ON= Zm &igMM iNE VAXMUMl ALLAWED --GNMLJNL- _9361111111L z I- U)_ w �U Co U _ Q LL lsasosrlol 4 —. �.. -Am mxs0i NA1d 0 W MOM INH .. — .TNM To m U t N A Z Q NOINiNOOH H r N Q r OOAMw/fl�ON ° p1R1Me! MMfI */ — J Naomi iNH r -1rM t Hd11 11.1 A EXH-1 MCI--- sIsm Is A 11N1Nr, Ifed ALL a mew MOM No _ f ° a10WN9!604 AW-- lxfa 4 t A �,=2 OOaIIOIINd —'— — — fl "000 M="— — GRE at to a.aac a >a► ar Woos ,Mao o m >: O � Tara (001110 — _ry BwWAFANS WE a aw-Anal we a MOM 1e11, filios fle0ol N aeon As1r NIDI Ter fslreiL tenor Ansi terra SAM Ir1M Ot —oat w 1K COLly1 era >w IIfINOL >< o- 1EN lass - 1fr"Nr aoNtNt aNaL tri rt180T am - '^" • •• --�' 10 10 SWM r 010T iiOn IMM filrAH M OWAV MW N rMUKT ae11x ai N uu f1�q Maser-.- nN �Nr C-2 UJOUI r. ■� rN. n O� m w maw Now -M TD,�"LOL � 70 IN -NE t rfaaro sesai ORIF t1 iiofsa Nf11a ■001r m0 — N eailri tR 18teW. i OitOfro � ttP M /R aalomai s oaieL — —0011 lNti Ni :} 1m0i0 Oar oifOMor tr � >D s01ra M� 1n -louse or r000 1'IC BEACH, FL, 32233 18 J-__-- 3527560 DR YN BT re 65 .SruM 3/8 1' - pin Jax House of Food -- 1 Z" W ATLANTIC BEACH, FL, 32233 9/20/2018 JOB 3527560 6 �—T DA4OW BY reg65 : 'NUL f' 3/8" V-0 DECLARATIVE STATEMENT..' IT IS TO THE BEST OF THE ARCHITECT'S KNOWLEDGE THE PLANS AND SPECIFICATIONS COMPLY WITH THE ,APPLICABLE MINIMUM BUILDING CODES AND THE APPLICABLE FIRE -SAFETY STANDARDS AS DETERMINED BY LOCAL AUTHORITY IN ACCORDANCE WITH 2017 FBC Gtr. EDITION 110.8.4,4 AND CHAPTER 633, FLORIDA STATUTES HOOD EQUIPMENT N As S. 0 4 V0 rCC W�� C L6 = 0 W cc . 4g >012 Wcc �� Z O W0 C o a 4 n M N Q () LL z z � Fn' O LLL d CO W = < W z I- U)_ w �U Co U _ Q LL z Q Q 0 W j < o m U z Z Q o Baa H r N Q r s� Jt s CITY OF ATLANTIC BEACH lip)J 800 f 1 b s) Atlantic Beach FloridaSeminole 32233 Road �• _ REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS .4015H- l � Date ! //5 e Revision to Issued Permit Corrections to Comments Permit# CM AA.ip QQ MCr2s tej - 0010 Project Address/O / 4/�//`C rte( (J Contractor/ Contact Name /4 , )0 4. Z51/7,5 s-/-4---27...4—) ca., Phone 7 7 y— i22( Email 1. ,. .-_ _4 Description of Proposed Revision/Corrections: Permit Fee Due $ '2,00 •O p 2/4,01'D P7/9A)-5 43 p .." >397/). ril-, -' --)-- dLiJ '- i C 1- •(=S. I\ Additional Increase in Building Value $ Additional S.F. By signing below,I i / affirm the Revision is inclusive of the proposed changes. / 4111,/— (pri -d name) / l / 1 / / / l / 8 Signature . Contr/tor/Agent Contractor must sign if i" e in valuation) Date (Office Use Only) Approved \f"--1 Denied Not Applicable to Department 6.-or•AM \8 - 00t1 .6..fts,o.4 Revision/Plan PNc.5 d-7 eaKt. ent Building �� 1ti�� 55v� ��5�8' 0 l Planning &Zo Reviewed By Tree Administ Gn►-Ar.^ c 6 _ 0op6 oO 10 Public Works Public Utilities i s \2 1 l 8 Public_Safety Da e Fire Services NOTICE OF COMMENCEMENT State of t 1vrA AA- Tax Folio No. 17 7 CO O z- -c040 County of LD t .va..1 To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is s Ad in. OTJ OF COM NT. �-r�, .��,�� y �' Legal Description of pro erty bein improved: .i ?� 1/ , (.. -��° d'.e/r-E-( (s/,7' R p/2 `&© � 97 _ Address of property being improved: / U 2-/ A/-/ t 1 k J1 4-t1 Wp,hiz_ �-+e+A `/, / 3 a-,�c�2 General description of provements: Wolk-1rti Coo 1tX ?.€ IC+4 cxS� c� l� 0 n 4 - 3 3 u rn � �ac:k-s Owner: / f i _, , . Address: / 2a T e 1/!t( .Tc Sd u,t i�. Owner's interest in site of the improvement: i ./f/Jp/ 4) moxxi- Z o Fee Simple Titleholder(if other than owner): / o c z" c " c�czo � Ozza,N Name: o�ra�o (� z 00 • Contractor: A l skox.�ra,�,v Eu.t M.:0:�- / Gto t� Air ctp F-41P 1 O ccn--`�° 4 i�0-t lO1'� VA EA cn-- Ul . Address: 'NS 'Pk 1 i s 1Lw S',,,..r�c- 2. '�c,�.kcnk.li i t k, j L 3 ZZS6 o F o-w t w •Telephone No.: 0013) 0101-�-(eS(st Fax No: 00t-912,4-o}1"} S m g 0 Surety(if any) o E Address: Amount of Bond$ o Telephone No: Fax No: = m Name and address of any person making a loan for the construction of the improvements c -1 o Name: o c Address: D r Phone No: Fax No: Name of person within/ the tate of lorida, other than himself,designated by owner upon whom notices or other documents may be served: Name: 77/ ) .S.S{� 7/ - /41 L- C., Address: /Q A/ 41 / ,L/ c. 4�C„1 /41-16,,,‘,/k /6 e c, C 4 i F-L J-2;�3 Telephone No: 90' 3 35;1.4,S- Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER -"'.1-1--- —k? 6 Signed: Date: 1 ` iniAr Before me thisAY1 day of - L � d -19,15( in the County Of-Duval,State e Of Florida,has personally appeared\. 0 053cA\_ Notary Public Notary Public at Large,State of Florida,County of Duval. My commission expires: D8/(yLO/1'i State of Florida Personally Known: or MyCommission Expires 08108P2019 Produced Identification: 0 FI'Uf r• 1 i Lei. Se, Commission No.FF 907783 ,-S`J-1i' �" CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD r' ATLANTIC BEACH,FL 32233 �\ (904) 247-5800 •\Jjil)r BUILDING DEPARTMENT REVIEW COMMENTS Date: 11/01/18 Permit#: MCRS18-0010 Applicant: Georgia Air& Refrigeration Site Address: 1021 Atlantic Blvd. Address: 9456 Phillips Hwy Review: 1 Phone: 904-260-0857 RE#: Email: Not provided THIS BUILDING DEPARTMENT REVIEW IS ONE OF 4 DEPARTMENT REVIEWS. PLEASE FIND ALL DEPARTMENT REVIEWS AND ADDRESS ALL COMMENTS. Correction Comments: Application is disapproved for the following issues: 1. Please print submittal pages to fit paper to produce original size of drawings and print. These are important documents and should be easily read. 2. Please provide site-specific drawings of hood; grease duct; layout of cooking equipment, under hood, showing edge distances; and roof layout. This installation has several challenges, including clearances. Please show how they will be resolved. 3. The outside cooler, included in this permit application,can be approved with original size drawings. 4. New drawings with full details may generate additional comments. Dan Arlington, CBO (904) 247-5813 darlington@coab.us 1 i--L`fr' CITY OF ATLANTIC BEACH -= fr` 1;,-) 800 Seminole Road .1 Q -) Atlantic Beach,Florida 32233 Ji3lr REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS 8/7,9,ie aDate /� is Revision to Issued Permit Corrections to Comments Permit# C,C)ryi tp -:6998 Project Address/O / /7/7-7177/ /`a ge/Oci Contractor/ Contact Name R, ,`,9 , i2 4 Z5ifi9 s-/4- I CAI—) Phone 0 V_ 7 -9.-z61,. ( Email . t1,?.?i t3___ . t Description of Proposed Revision/Corrections: Permit Fee Due $ PvOtD L_ pz, / s �V ?.9t rip �- - - 3 -z M - ( / M- ( cL_ . ilk \ - Ib Additional Increase in Building Value $ Additional S.F. By signing below,I % affirm the Revision is inclusive of the proposed changes. Air(pr I -d name) / j If /1 ) 4 V Signature • Contr/tor/Agent Contractor must sign if i ale in valuation) Date (Office Use Only) Approved D nie' / Not Applicable to Department Revision/Plan Review Comments DepartmentReviewRequired: Building �� -� `Planning &Zoning Reviewed By Tree Administrator Public Works Public Utilities t k —2-'1 — f K Public Safety Date � _ ervic__� Printing :: CR485418 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:CR485418 Date: 11/27/2018 User:Prevention,Fire Email:FirePrev@coj.net FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Vermet Arch Address:420 S Third St. Description:Atlantic Bch permit 1021 Atlantic bch comm 18-0008 TranCode I IndexCode SubObject I GLAcct I SubsidNo UserCode I Project I ProjectDtl I Grant I GrantDtl I DocNo I Amount 701 I FRFP 159FI I 34222 I I I I I I I I I 150.00 • • • • Total Due:$150.00 Michael Corrigan ,Tax Collector General Collections Receipt City of Jacksonville,Duval County Account No:CR485418 Date: 11/27/2018 FIRE MARSHALL FEE FOR SERVICES PROVIDED Name:Vermet Arch Address:420 S Third St. Description:Atlantic Bch permit 1021 Atlantic bch comm 18-0008 • Total Due:$150.00 http://financeweb.coj.net/TCCR/printing.aspx?cr=CR485418 11/27/2018 Johnston, Jennifer From: Dipierri, Miguel <DiPierri@coj.net> Sent: Wednesday, November 28, 2018 1:41 PM To: Johnston, Jennifer Subject: comm 18 0008 Revised 11/28/2018 ; approved ,4.0,SONke, y*FSCUE oEQQQ 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: DIPIERRI(a�COJ.NET 1 Dipierri, Miguel From: Dipierri, Miguel Sent: Tuesday, November 27, 2018 10:06 AM To: JJohnston@coab.us Subject: comm 18 0008 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. 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. 2. Required measurements: (Worst case only need be shown.) • Dead end corridors measurements. • Common path of travel measurements. •Total travel distance to exits. 3. Required Lock Latch details: • Lock/Latch details: Panic Hardware, Thumb turn lock, Key Lock with indicator and required signage. ,..,......o.y `1. 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V 9'-9 1/4" -SPECIFICATION- s Boa Height:Cooler 8'-2 1/4"(7-6 1/4"Interior) Insulation:4"thick AK-XPS4 Extruded foam UL classified core flame spread 15,Smoke rating less than 165 1'-11 3/4" 3'-11" 3'-101/2" Compartment 1-Coder Dl-(1)Standard 36"x 76"Right hinged flush door with • tN N 0 brushed hardware.Interior&Exterior finish:26 Ga. Stucco Embossed Acrylume.Heavy duty deadbolt handle latch.Digital LED Thermometer with pilot light switch. /)\ 1807 11w,Vapor Proof,120V.LED fixture.82 Lumens / \ /watt Angled face.Requires 11Svac.1 amps. // dation: / / \ Refrigeration Supplied By Others / / \ Recommended minimum duty 6022 Btu/hr at 100'F ambient /// 1 Wal Panels // / Interior Finish:26 Ga.Stucco Embossed Acrylume / Exterior Finish:26 Ga.Stucco Embossed Acrylume Cepa Panda 11=1 Interior Finish:26 Ga.Stucco Embossed Acrylume " Exterior Finish:26 Ga.Stucco Embossed Acrylume 1'-7 3/4� D1 I 3'-6 112" Floor Panels (� NSF Floor panel rated for 700 LBS/SO,FT. 22 Ga.Stainless Steel Integral Appkatlon:Foot Traffic-No Rolling Carts Accessories Shipped Loose (70)Rain roof membrane w/10 ft.long with termination bars = withl screw every (per soft.) COOLER (1)48"LED UGHT STRIP F'IXTUR %OMENS/WATT 98 1/4" HIGH L[1 120VAC,0.33 AMPS-TEMP RANGE:-30'F-104'F,SHIP LOOSE RECOMMENDED ONE FIXTURE EVERY 144 SQ FT. WITH FLOORn if." AT12'HIGH Customer Approval: Quote It:18-16729 Revision: Project:lumping lax Date:08/21/2018 Customer:Johnstone Supply(Jacksonville) Page 1 of 3 arnenkooler Wwr M bN oits� Fc oA Ak v n -SPECIFICATION-Continued 5'-1 1 (1)DOOR HOOD FROM 30"TO 42"LONG ACRYLUME STUCCO EMBOSSED,WITH 4 TEK SCREWS(LOOSE) ";y (9)OUTDOOR WALK-IN PERIMETER REINFORCEMENT FLOOR ANGLE(.050 THICK ALUMINUM)11/2'%6'X48'EACH ., SECTION-SUPPLIED WITH STAllf55 STEEL TEK SCREWS, �, TO SECURE WALL AND FLOOR CONCRETE ANCHORS(BY OTHERS) .,,. TL (1)Walk to has been approved for exterior cooler&freezer Jll)II / velocity hurricane zone(HVHZ)' j? • N /, • // C/„ 14- 31-0" H Customer Approval: Quote R:18-16729 Revision: Project:Jumping lax Date:08/21/2018 Al%4... Customerdohnstone Supply(Jacksonville) Page 2 of 3 ai ®O 1 MI to. .-iir..V.4-:, .y a D1 Quote 8:18-16729 Revision: Project:lumping lax Date:08/21/2018 Customer:Johnstone Supply(Jacksonville) Page 3 of 3 anienkoder to,cal POW 060C4 ./ F /y � �I o� 4 The Ware Grou JOHNSTO Quotation SUPPLY' 7:7.41147€07a::::::gi: R:: : :: :::: ::::: JOHN`,TONE�i :::::::. 11710 CENTRAL PARKWAY 08/21/18 S7223586 JACKSONVILLE FL 322244400 ORDER TO: (904) 641-2282 Fax (904) 645-0715 JAXS JOHNSTONE (RIPPLY SOOTHSIDH 11710 CENTRAL PARKWAY JACRSONVILIE FL 32224-1400 1 (904) 641-2282 Fax (904) 645-0715 QUOTE TO: SHIP TO: GEORGIA AIR & REFRIGERATION SVCS GEORGIA AIR & REFRIGERATION SV 50 GRAYSON INDUSTRIAL PARKWAY 50 GRAYSON INDUSTRIAL PARKWAY GRAYSON, GA 30017-1811 GRAYSON, GA 30017-1811 •::�:::•R<t�OREit:•i1�9k8::::.:.:::.::.:.:.....Rtl53.QMER;;.P..t!ij116ER................ ...,...:..........�.RABfJKBiRQF{�.::.:�::..........;.................:QBRFRER;6Y.•_.................; 45661 OUTDOOR COOLERS THOMAS DALEY �als3f.�:jt�:;:;;:::<::::::: :�::�`:�5:� :�:;�: fittlS::::::;::;:::�:��:� :=�:�:�::�5dt18:•f1A•F�.•:::.�:•:.::�€:�3:.ALlQ�dER•::•:: Eddie Wilson PICK UP BACK NET 45 DAYS 08/21/18 No ..::4ROER:aTt....:• :::.`.=:: ::9Jltt3::N8:::: ... ...... .. g-JA 83:W......... .. :•::Kdfi:WRW.is is :T! :XAtaW? :?::::: OUTDOOR COOLER lea 91618 LHT010X6CFM 1HP R404 LARKIN 1539 . 000 1539 . 00 OUTDOOR EXT TEMP w/DRIER+SITE GLASS 230V/3PH Above NONSTOCK is non-returnable lea 227958 LCA690AWMC6B LARKIN EVAP R404 MED 714 .130 714 .13 TEMP W/TXV,LLSV & STAT 120v/1PH OUTDOOR FREEZER lea 97968 LHT019L6CF 2HP R404 LARKIN OUTDOOR 1781 . 030 1781 . 03 LOW TEMP w/DRIER+SITE GLASS 230V/3PH Above NONSTOCK is non-returnable lea 271929 LCE694BWMC6B LARKIN EVAP R404 LOW 972 .380 972 .38 TEMP W/TXV,LLSV & STAT 230v/1PH TAXES NOT INCLUDED 111-1 V14: Carp Subtotal 5006 .54' This is a Quotation. S&H CHGS 0.00 Price are firm for 30 days, subject to change without notice after 30 days. Applicable taxes extra. Amount Due 5006.54 7„ 10'-34" A 6" SLAB w/ 8x8 THICKENED EDGE TIGHTON 6MIL VAPOR 6EM BARRIER 0 R O INSECT TREATED COMPACT FILL, PROVIDE (1) #5 11 PERIMETER �1 I � II SLAB PLAN SCALE: A"=1' -O" 6'- 105/8 " EXISTING EXTERIOR WALL BEYOND F.F. 6x6 W.W.M. CONT. #5 OUND PE (METER h -Ac 8„ 6MIL VAPOR BARRIER SECTION A -A KIND LOADING BASIC WIND SPEED (ASCE 7-10) - 130 MPH IMPORTANCE FACTOR - 1.00 EXPOSURE CATEGORY - - C INTERNAL PRESSURE COEFFICIENT + .16 DE COMPONENT & CLADDING WIND LOADS LBS ./ SO COMPONENTS & CLADDING DESIGN PRESSURES TPoBUTARY INTERIOR EDGE STRIP (PSF): AREA (sf) ZONE (PSO 'a' = 3'-0° 10 4d 7 +41.3 -55.0 20 +39.3 -42.8 +39.3 -51.2 _ 50 +37,1 -40.5 +37.1 -46.6 100 +35.5_ -38.6 +35.1 -a2.8 THE VALUES N THE TABLE ABOVE ARE ULTM47 WIND PRESSURE VALUES. TO CONVENT WE ULnNATE VALUES 10 ALLOWABLE STRESS DESIGN (ASD), MULTIPLY THE VALUES ABOVE BY 0_I COMMMENT h CLADDING WALL ELEMENTS SIMV. BE DESIGNED FDR BOTH POSITIVE AND NEGATIVE P SHOWN IN TABLE ABOVE UNFAIR INIERPOATD56 N IS PERM19LE PLUS . PRESSURE AAD MINUS . SUCTION. TILE DISTANCE V FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP PRE WALK-IN FREEZER (FLOOR PLAN) DATE: 10-1-2018 JOB#: 2018-248 ADDENDUM 1 DRAWN BY: ECJ 3" 7 1 3" FREEZER PLAN SCALE: Y."=1' -C" 16go GALV. BASE ANGLE (3"x3" CONT.) ea. SIDE FASTENED TO CONCRETE FOUNDATION w/ 0.1450x1" P.A.F. WITH 1"0 WASHER ® 12" O.C. FASTEN TO PANEL w/ #8x132" TEK ® 12" O.C. B. SEE D AIL AB r 18oz. CANVAS OVER GENEROUSLY APPLIED NPI SONOLASTIC HIGH PERFORMANCE POLYURETHANE SEALANT OVER 16ga. ANGLE FLASHING WHICH IS ATTACHED TO FREEZER & EXISTING WALL w/ #8x%" TEK SCREWS ® 12" O.C. & ATTACH CANVAS w/ #8x1Y2" TEK SCREWS ® 12" O.C. AT ALL POINTS OF CONNECTION BETWEEN FREEZER & BUILDING 3„ BUTYL SEALANT SECTION B -B SECTION C -C WALK-IN COOLER PLAN FOR'. MDU9DIE (DIP [pOOD 1021 ATLANTIC BLVD. ATLANTIC BEACH, FLA. 32233 GE4ERAL NOTES 1. ALLOWABLE SOIL BEARING: 2500psi 2. SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR max. DRY DENSITY (ASTM D-1557) 3. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500psf, IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. ALL CONCRETE SHALL ACHIEVE 3000psi BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY MIX IN ACCORDANCE w/ ACI 301 LATEST EDITION. 5. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60 6. W.W.M. SHALL CONFORM TO ASTM A 185 7. SPLICES IN REINFORCEMENT SHALL BE 50 BAR DIAMETER IN CONCRETE & 48 BAR DIAMETER IN MASONRY 8. UNLESS SHOWN IN DRAWINGS, MIN. CONC. COVER FOR REINFORCING: 8,1. CAST AGAINST EARTH......................3" 8S. SLAB ON GRADE...............................CENTERED 8 . EXPOSED TO EARTH OR WEATHER 3.1. #6 thru #11 . .......... .................2„ .3.2. #5 BAR or SMALLER..................1Y2" 9. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION w/ 10.1STANDARD ACCESSORIES IN ACCORDANCE w/ ACI 315 DURING PLACEMENT OF CONCRETE. tO.IINSECT TREATING SHALL BE PERFORMED BY STATE REGISTERED AND !LICENSED PEST CONTROL COMPANY 11.VAPOR BARRIER SHALL BE OF Emil AND SHALL HAVE A 6" min TURN DOWN ® EXISTING BUILDING EDGE OVERALL FLOOR PLAN ton %1 VERMEY ARCHITECT 420 8. THIRD ST. 246.7 750 JACKSONVILLE BEACH, FLORIDA AR4600 FREEZER PROJECT DATA: AREA S.F. STORY USE GROUP TYPE EXI TING : SINGLE GROUP A-3 COMMERCIAL lIF`R6POSEDj 765 SINGLE GROUP A-3 AS NOTED CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date / : Revision to Issued Permit Project Address I Contractor / Contact Name 1 ' �c 15 I Phone Description of Proposed Revision / Corrections: om 'im Corrections to Comments Permit #,-) Email (� ME �P" rt�)Fee Due O• aC) Additional Increase in Building Value_ Additional S .F . affirm the Revision is inclusive of the proposed changes. By signing below, I (printed name) Signature of Contractor/Agent (Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied __ Not Applicable to Department Revision/Plan Review Comments ton Department Review Required: �uild�in_� onin Tree Administrator Pu�Utll Public Safety Fire Services Revie d By Date 'VC'FT LANTIC BEACH ECEFAT js 1 800 Seminole Road 7 2018 tlantic Beach, Florida 32233 REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS Date Revision to Issued Permit Project Address Contractor / Contact Nam Phone - Description of Proposed Revision / Corrections: Additional Increase in Building Value $ By signing below, I (printed name) Corrections to Comments ' Permit # V/rM 1 9--021 S -<f �V-' Email el)ecs rC Z 0 -4-eiz,4- Permit Fee Due $ Additional S.F. affirm the Revision is inclusive of the proposed changes. Signature of Contractor/Agent (Contractor must sign if increase in vaivanon) Approved Revision/Plan Review Comments Department Review Required: uildin nm & oni Tree Administrator �Utll Pu Public Safety Fire Services (Office Use Only) Date Denied Not Applicable to Department I2eviewe y � ater CITY OF ATLANTIC Bo 800 Seminole Road Atlantic Beach, Florida 32233 CBONS TO PLAN REVIEW COMMENTS REVISION REQUEST / CO RRE Permit # D ate Revision to Issued Permit Corrections to Comments I Project Address Contractor / Contact Name f Email (� Phone Permit Fee Due $ Description of Proposed Revision /Corrections: jr Additional ST . Additional Increase in Building Value $ affirm the Revision is inclusive of the proposed changes. By signing below, I (printed name) nature of Contractor/Agent (Contractor inust sign if increase in valuation) Date sig (Office Use Only) o Approved Applicable to Department �_ Denied ________ Not Revision/Plan Review Comments Department Review Required: uildin Reviewed By nin & onin Tree Administrator / Public Ute ies Date Public Safety Fire Services IC _F F ] i,� .v _ [, iD "' a .� , w: F ri[OLI [r,in.N F i �r.,-rEri .�i�r_n.i O 3 7 10'- 3Y4 0,-3Y4 6" SLAB w/ 8x8 THICKENED EDGE TIGHT AGAINST EXISTING, 6x6 W.W.M. ON 6MIL VAPOR BARRIER OVER INSECT TREATED COMPACT FILL, PROVIDE (1) #5 ® PERIMETER I -- - A O O Ii I , I SLAB PLAN SCALE: Y4"=1'—O" 6'- 1 OJ/8 .. EXISTING EXTERIOR I ^ WALL BEYOND F.F. 6x6 W.W.M. CONT. #5 ROUND PE IMETER ■,=rr-x x�,.t-�7l=rii�xT i�XI� �x•�—i..M�y� o� 8" 6MIL VAPOR 7 BARRIER SECTION A -A WIND LOADING: BASIC WIND SPEED (ASCE 7-10) 130 MPH IMPORTANCE FACTOR 1.00 EXPOSURE CATEGORY C I INTERNAL PRESSURE COEFFICIENT + .18 or —.18 COMPONENT & CLADDING WIND LOADS LBS./ SO. T. COMPONENTS ;&CL;ADDING IGN PRESSURES TRIBUTARY EDGE STRIP (PSF): AREA (sf) a = 3'—010 + i.320 4 100 +3F +. THE VALUES IN THE TABLE ABOVE ARE ULTIMATE WIND PRESSURE VALUE. TO CONVERT THE ULTIMATE VALUES TO ALLOWABLE SIRES DEIGN (ASO). MULTIPLY THE VALUE ABOVE BY it (C �o7w1,Fir N.IFE • COMPONENT & CLADDING WALL ELB49M SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE P SSUR SHOWN IN TABLE ABOVE. • LINEAR INTERPOLATION IS PERMISSIBLE PLUS - PRESSURE AND MINUS - SUCTION. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DEIGNED FOR EDGE STRIP PR RES WALK-IN FREEZER (FLOOR PLAN) DATE: 10-1-2018 JOB#: 2018-248 ADDENDUM 1 DRAWN BY: ECJ L 3" FREEZER PLAN SCALE: Y4"=1'-0" GENERAL NOTES 1. ALLOWABLE SOIL BEARING: 2500psi 2. SOIL UNDER SLAB ON GRADE AND FOUNDATION SHALL BE COMPACTED TO 95% MODIFIED PROCTOR max. DRY DENSITY (ASTM D-1557) 3. PLANS ASSUME A SOIL BEARING CAPACITY OF 2500psf, IF SITE CONDITIONS EXIST TO THE CONTRARY, NOTIFY ARCHITECT IN WRITING BEFORE PROCEEDING WITH WORK. 4. ALL CONCRETE SHALL ACHIEVE 3000psi BEARING CAPACITY IN 28 DAYS. ALL CONCRETE SHALL BE READY MIX IN ACCORDANCE w/ ACI 301 LATEST EDITION. 5. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60 - 6. W.W.M. SHALL CONFORM TO ASTM A 185 7. SPLICES IN REINFORCEMENT SHALL BE 50 BAR DIAMETER IN CONCRETE & 48 BAR DIAMETER IN MASONRY 8. UNLESS SHOWN IN DRAWINGS, MIN. CONC. COVER FOR REINFORCING: 8.1. CAST AGAINST EARTH......................3" 8.2. SLAB ON GRADE...............................CENTERED !, 8.3. EXPOSED TO EARTH OR WEATHER L 8.3.1. #6 thru#11.................................2" 8.3.2. #5 BAR or SMALLER...................1Y2" 9. ALL REINFORCING SHALL BE HELD SECURELY IN POSITION w/ STANDARD ACCESSORIES IN ACCORDANCE w/ ACI 315 DURING PLACEMENT OF CONCRETE. 10. INSECT TREATING SHALL BE PERFORMED BY STATE REGISTERED AND LICENSED PEST CONTROL COMPANY 11, VAPOR BARRIER SHALL BE OF 6mil AND SHALL HAVE A 6" min TURN DOWN ® EXISTING BUILDING EDGE 16go GALV. BASE ANGLE (3"x3" 3" 00 ` CONT.) ea. SIDE FASTENED TO , -- CONCRETE FOUNDATION w/ 0.1450x 1 " P.A.F. WITH 1"0 BUTYL ' — SEALANT WASHER ® 12" O.C. FASTEN TO - -- PANEL w/ #8x1Y2" TEK @ 12" , O.C. i LII _SLAB. SEE I D AIL ABZAI ;EME' --- - — 13 aa' 18oz, CANVAS OVER GENEROUSLY APPLIED NPI SONOLASTIC HIGH PERFORMANCE POLYURETHANE SEALANT OVER 16ga. ANGLE FLASHING WHICH IS ATTACHED TO FREEZER & EXISTING WALL w/ #8x1Y2" TEK SCREWS ® 12" O.C. & ATTACH CANVAS w/ #8x1Y2" TEK SCREWS @ 12" O.C. AT ALL POINTS OF CONNECTION BETWEEN FREEZER & BUILDING SECTION B -B EXISTING WALL SECTION C -C OVERALL FLOOR PLAN WALK-IN COOLER PLAN FOR VERMES AY RCHITECT 420 S"� /� [ O M C O � GOOD JACKSTHIRDJACKSONVILLE 246-1150 IDA JACKSONVILLE BEACH, FLORIDA 1021 ATLANTIC BLVD. ATLANTIC BEACH, FLA. 32233 AR4630 FREEZER PROJECT DATA: AREA S.F. STORY USE GROUP I TYPE EXISTING ±78 SINGLE GROUP A-3 COMMERCIAL PROPOSED ±65 SINGLE GROUP A-3 AS NOTED n C L i C Q 0 0 0 00 0 d - C:) z W ry W 0 ry n L] 5- Q z W I opyright laws of the United States. These drawings or any part thereof nay not be used for any purpose or reproduced in any form or by ny means without the written consent of Nelson Worldwide, LLC. Pri�ti Record Revisions /A 20 JUNE 2018 TENANT COORDINATION 10¢le Job A 21 APRIL 2018 1804008.000 Sheet Title FLOOR PLANS + DETAILS Sheel A. A2mlml PERMIT SET EL Lr) cis 0 Ri CD CU 10 LLQ Q Q J W vD 0 N CD O N 0 N r J d 5 U) N £ Qi 3 LJ Q ca W Z O A7 ATLANTIC VILLAGE FACADE RENOVATION Q W W' W H 0 J 2 W J Q U I— O J S W m 3 i d 2 i O O L� (U Q 0 0 00 0 0 0 i U 3 Q ry ca i U) 0 u d Q 0 CDCD CID 0 0 0 z W ry CY U V) I— W 0 I 0 w Q z W J L1 ATLANTIC BEACH, FLORIDA 02018, Nelson Worldwide, LLC. through its subsidiary Wakefield Beasley & Associates Architects, Inc. These drawings are protected by the copyright laws of the United States. These drawings or any part thereof may not be used for any purpose or reproduced in any form or by any means without the written consent of Nelson Worldwide, LLC. )'rid Rem& Revisions 0 20 JLINE 2018 TENANT COORDINATION loale Job No. 21 APRIL 2018 1804008.000 Sheet Title FLOOR PLANS + DETAILS Sheet No. A2mlml PERMIT SET