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303 Atlantic Boulevard COOP 02.05.2017
CONTACTS DRAWING INDEX . PROJECT OWNER: ... � fN , . . ARCHITECTURAL DRAWINGS : .ffl"', � a , , s A-001 TITLE SHEET AND CON TACT I N FORMAT IO N PD 2 BUILDING CODE INFORMATION SHEET .ALS PIZZA INC 303 ATC BLVD , � ,.� � ,: � A 003 SPECIFICATIONS ;, I TIONS 9:.,, �`__. ,..:,. � .. ,........ ,r--_ Y <. r is .� i :;.,ww ,,.... ..,,,, �. ,. _. .„ ,' fir..,. AT t Fx LAN / ,�„ ., ,.. ,..,,, . No ,,. «.,... �, „r<,�. �. /�:� ��:,,, 004 SPECIFICATIONS TIC BEACH FL 32 �, a�, Ns 233 x .,. . . :. ,1s. ....,.:.. ., .,.r <.,,. ..,...« ,.. ... A 005 SPECIFICATIONS , „ r_ �� 1n - - AO .. .. � ,.. .« ,r . 3 .�.._ 06 SPECIFICATIONS coo „✓ice h xam ' - ,, .._ ,,..,.,, .. ,. .. ,,,.. ...,..... .. x ,.: /..... ..,.. , 1 ,......,n .n Wiz.... .. �,,. _,,, ... ,r r _ a. a_ ... ,ra ...., CONSULTANT: F_ w ._...� ,,, /... / ,� , � _ � _ _ . , , ,.... „ , . D 100 ' �. _�.. _ y/, _., ..., F_., x ««r DEMOLITION F T . fl� � , _ / N, , � FLOOR PLAN & N ARCHITECT: «.. �_ � n . r NOTES „ N y.. amu « ,,. 00 SITE L FORM + SPACE INC. JULIANNE N. OVERBY RA « . jA 101 FLOOR PLAN X,.. ,.y DOOR SCHEDULE AND GENERAL NOTES OUT S BIS R 200 FIRST STREET SUITE 205 2452 PULLIAN STREET = A-1 o2 REFLECTED CEILING PLAN , NEPTUNE BCH FLORIDA 3226 6 ; ., A-103 FINISH PLAN AN D SCHEDULE LE:JACK ONVILLE BCH FL 32250 303 Atlantic Blvd.FURNITURE LAYOUT PLAN 105 ROOF PLANdesign@200firststreet.com �noverby@att.net A 'F A-200 EXTERIOR Atlantic Beach, FL 32233 904-535-0270 ph 904-246-8402 fax 904-704-8628 ph ELEVATIONS A-300 BUILDING SECTIONS STRUCTURAL ENGINEER. ARCHITECT: A-301 WALL AND STAIR DETAILS A-302 EXTERIOR DETAILS A-400 SECTIONS AND INTERIOR ELEVATIONS uhanne N. Overby, RA LOU PONTIGO & ASSOCIATES, INC. � � A-5oo A.D.A. DETAILS J y, Architectural and Interior Design 420 OSCEOLA AVENUE q���� � ����� ���� v� A-501 TOILET ROOM DETAILS g w ._,. JACKSONVILLE BEACH, FL .32250 � ,x " " Julianne N. Overby, R.A. Q FOOD SERVICE EQUIPMENT: 2452 Pullian street 904-242-0908 phJacksonville Beach, Florida 32250 FS-0 FOOD SERVICE EQUIPMENT TITLE SHEET FS-1 FOOD SERVICE FIRST FLOOR EQUIPMENT PLAN 904-704-8628 Email: jnoveLby@att.net �' FS-2 FOOD SERVICE SECOND FLOOR EQUIPMENT PLAN E izi: ' oveAR-0017060@at -net 4621 ELECTRICAL ENGINEER: W y FS-SC1 FOOD SERVICE FIRST FLOOR SPECIAL CONDITIONS PLAN . BRYAN SHAFFER FS-SC1.1 FOOD SERVICE FIRST FLOOR SPECIAL CONDITIONS PLAN CONSULTANT: SHAFFER ENGINEERING GROUP, LLC FS-SC2 FOOD SERVICE SECOND FLOOR SPECIAL CONDITIONS PLAN FS FOOD SERVICE SECOND FLOOR SP FORM SPACE INC/r SPECIAL CONDITIONS PLAN 12058 SAN JOSE BLVD. FS-M1 FOOD SERVICE EXHAUST HOOD VENTILATION DETAILS aA ' FS-M2 FOOD SERVICE EXHAUST HOOD VENTILATION 200 FIRST STREET SUITE 205 /� ATION DETAILS SUITE 502 � x , FS-M3 FOOD SERVICE EXHAUST HOOD VENTILATION DETAILS NEPTUNE BEACH, FLORIDA 32266 JACKSONVILLE, FL 32223 FS-P1 FOOD SERVICE FIRST FLOOR PLUMBING ROUGH-IN PLAN design@200firststreet.com PHONE - 904-239-3621 , EXT. 101 ' :" 4 FS-P2 FOOD SERVICE SECOND FLOOR PLUMBING ROUGH-IN PLAN 904-535-0270 ph 904-246-8402 fax FS-P3 FOOD SERVICE PLUMBING ROUGH-IN SCHEDULE FAX - 904-239-3623 CONCEPT SKETCHES: CONCEPT SKETCHES PROVIDED FOR GENERAL DESIGN INTENT ONLY. FS-P4 FOOD SERVICE PLUMBING ROUGH-IN SCHEDULE EMAIL - BSHAFFER@SHAFFEREG.COM NOT INTENDED FOR CONSTRUCTION REFERENCE OR TO DEPICT EXACT DETAILS OF PROJECT CONSTRUCTION. FS-E1 FOOD SERVICE FIRST FLOOR ELECTRICAL ROUGH-IN PLAN FS-E2 FOOD SERVICE SECOND FLOOR ELECTRICAL ROUGH-IN PLAN FS-E3 FOOD SERVICE ELECTRICAL ROUGH-IN SCHEDULE 0 RENOVATION FS-E4 FOOD SERVICE ELECTRICAL ROUGH-IN SCHEDULE Z ,>MECHANICAL ENGINEER: PROPOSEDRESTAURANT FS-R1 FOOD SERVICE REFRIGERATION DETAILS O J CO rn N FS-R2 FOOD SERVICE REFRIGERATION DETAILS MIKE GREGORY COOP 303 - 303 ATLA �' NTIC BLVD. STRUCTURAL DRAWINGS: Q V CO GREGORY ENGINEERING _ ATLANTIC BEACH,H, F L 322 33 S0.0 DESIGN CRITERIA AND GENERAL NOTES > I--- J 4567 DEEP RIVER PLACE so.1 GENERAL NOTES 0LLZ JACKSONVILLE, FL 32224 DATE ISSUED: FEBRUARY 5 2017 S0.2 GENERAL NOTES AND SPECIFICATIONS z Q .. gregoryengineering@gmail.com S0.3 SPECIFICATIONS W _IS0.4 SPECIFICATIONS 904-714-5188 ph � � I rY U0 S0.5 sPECIFICATIONs 150.00' 5 S0.6 SPECIFICATIONS I-_ C S0.7 SPECIFICATIONS z � W L10a 8 - g I C:) m F OD SERVICE: " 63.1659., E 5o•�P�n S0.8 SPECIFICATIONS 8 gWxldlK FFNCE 50(Pun � U PSS JAN MEZQUITA S1.0 FOUNDATION PLAN ry —0.' + S1.1 FIRST LEVEL WALL FRAMING PLAN 0 (� —' FRESH FOOD SERVICE DESIGN � � � ASPHALT PARKING S2.0 SECOND FLOOR & LOW ROOF FRAMING PLAN i0 516 S. KENWOOD AVENUE � � NEWBUILDING S2.1 SECOND LEVEL WALL FRAMING PLAN co BUIn"pvr IneovL cRouNo) TO REDUC IMPERVIOUS BLD DEM nLs BALTIMORE, M D 21 224 AR F. REMOVE E 1 TIN 44"W.WALK TO ST ET EXISTING PARKING BLD oLMs NGRE E E TO REMAIN S3.0 UPPER ROOF FRAMING PLAN IE D F ©►DE4t- 1:'AC" PLIANC6 J T°�MPER SE S4.0 FOUNDATION DETAILS 433-469-1622 ph I AREA 30S.F. Ln S4.1 MASONRY DETAILS I F LA p 1%0 ON LLI O I NEWSTRUCTURAL I 54.2 MISC. DETAILS S �pE �� SAN Cot4o NS O SYSTEM AND m IPARAPET ROOF I 44"W WALK TOSTREET w S4.3 MISC. DETAILS l ' ,• 0 01 S4.4 MISC. DETAILS REQ 1 m tY w I A S4.5 PARAPET DETAILS S4.6 CMU WALL FRAMING OPTIONS ` PROJECT NUMBER: 15111 S5.0 BUILDING SECTION AND STAIR DETAILS a' DATE ISSUED: FEBRUARY 5, 2017 CONCrETE WALK I e ELECTRICAL DRAWINGS: REVISIONS: PROJECT EGRES�R4M I E-100 ELECTRICAL LEGEND, NOTES, AND SCHEDULES WNcScpPE EL SPACE �NrER E-101 ELECTRICAL PANEL SCHEDULES OCCUPANCY CLASS: A- 2: ASSEMBLY LOCATION I RELOCATED E-102 ELECTRICAL DETAILS & RISER DIAGRAMS RASE IPAMow S" ° F"�` "x""° E-200 ELECTRICAL SITE PLAN E-300 ELECTRICAL LIGHTING PLAN -FIRST FLOOR- VARIANCE APPROVALS: N I I � E-301 ELECTRICAL LIGHTING PLAN -2ND FLOOR- _ EXISTING E-302 ELECTRICAL POWER/SYSTEMS -PLAN FIRST FLOOR- PARKING VARIANCE (16-ZVAR-45) TO BE RELOCATED '� ASPHALT DRIVE ARKING ASPHALT CROSSWALK DRIVE/ PARKING E-303 ENLARGED ELECTRICAL POWER/SYSTEMS PLAN —' R SHEET TITLE USE BY EXCEPTION VARIANCE (16-UBEX-41 ) I I E-304 ELECTRICAL POWER/SYSTEMS -2ND FLOOR-RE-STRIPE EXISTING SPACES E-305 ELECTRICAL POWER/SYSTEMS -ROOF PLAN- RE-STRIPE EXISTING LAN-RE-STRIPEEXISTING SPACES I I ' E-400 ELECTRICAL SPECIFICATIONS TITLE SHEET RE-STRIPE EXISTING SPACES E-401 ELECTRICAL SPECIFICATIONS SITE CALCULATIONS: I AND EXISTING LOT = 17,540 SF MECHANICAL DRAWINGS: CONTACT EXISTING PERVIOUS = 11294 SF �-, M-101 MECHANICAL PLAN FIRST FLOOR °' a xooi xioa NEW PERVIOUS CALC = 1 ,295 SF — — ,z ar ,. - M-102 MECHANICAL PLAN SECOND FLOOR INFORMATION I I S 69•"°' " W� 150.79' I M-103 MECHANICAL ROOF PLAN NET CHANGE = 1 SF I >r � gra . • ' • I .� . M-201 MECHANICAL DETAILS & SCHEDULES - M-301 CANOPY HOOD AND FAN DETAILS SHEET NUMBER M-302 CANOPY HOOD AND FAN DETAILS PARKING REQUIREMENTS: M-303 CANOPY HOOD AND FAN DETAILS -401 MECHANICAL SPECIFICATIONS RESTAURANT: 38 REQUIRED VICINITY MAP M A001 = SCOPE OF WORK: PLUMBING DRAWINGS: r y N-SITE PARKING PROVIDED = 28 PROVIDED THE SCOPE OF WORK FOR THIS PROJECT IS A PROPOSED RESTAURANT RENOVATION OF 4,110 S.F. OF EXISTING SPACE LOCATED AT 303 ATLANTIC BLVD. NEPTUNE BEACH, FLORIDA. THE SCOPE OF P-100 PLUMBING DEMO PLAN OFF-SITE AGREEMENT PROVIDED =10 APPROVED O P-101 WASTE/VENT PLAN FIRST FLOOR WORK IS CONFINED TO BUILDING RENOVATION N ONLY. THE PROJECT WILL INCLUDE THE P-102 WATER & GA PLAN FIRST FLOOR --- (CDB ZONING VARIANCE 16-ZVAR-45 DATED 3/22/16) RENOVATION OF THE EXISTING SPACE AND THE ADDITION OF A SECOND STORY AND INCLUDES ALL STRUCTURAL AND M.E.P. WORK REQUIRED FOR RESTAURANT OCCUPANCY. P-201 PLUMBING PLANS SECOND FLOOR PERMIT SET P-301 PLUMBING RISER DIAGRAMS P-401 PLUMBING DETAILS AND SCHEDULES P-501 PLUMBING SPECIFICATIONS BUILDING CODE SUMMARY OCCUPANCY CLASSIFICATION: A2: ASSEMBLY 1 & 7.3.1 .2 NFPA 101 TA OCCUPANCY LOAD: TABLE 1004. ,. CODE JURISDICTION: CITY OF ATLANTIC BEACH, FL ( - 201 EXIT ® STORAGE 453SF / 500 GROSS - 3 OCCUPANT �_ CODE: ® KITCHEN 1530SF / 100 GROSS = 16 OCCUPANTS BUILDING ' FLORIDA BUILDING CODE - 5TH EDITION DINING 1436 SF/15 NET = 96 OCCUPANTS 2014 FLORIDA PREVENTION CODE - 5TH EDITION BENCH 24LF/24" = 12 OCCUPANTS -- „ ELEVATOR + i coo 2008 NATIONAL ELECTRIC CODE BAR 26LF/24 = 13 OCCUPANTS D Q ENTRY (BENCH) 10LF/18" = 7 OCCUPANTS o I N = SOUTHERN BISTRO & BAR FIRST FLOOR OCCUPANT LOAD 147 OCCUPANTS CONSTRUCTION TYPE: TYPE IIIB (TABLE 601 ), SPRINKLERED - NEW MASONRY EXTERIOR WALLS - 2 HR. RATED UL U906 (FIRST FLOOR) + I 1,� W ( ) + + + + � + + + 303 Atlantic Blvd. EXISTING EXTERIOR WALLS - 2 HR. RATED `� + TYPE'2A10BC' + wl T Atlantic Beach FL 32233 _ + + RECESSED F.E. U -� // / FLOOR/CEILING - NOT RATED OFFICE 67SF / 200 GROSS 1 OCCUPANTS zI / + Q + KITCHEN UNDER STAIR ENCLOSURE - 1 HR. 1009.9.2 KITCHEN 402SF / 100 GROSS = 4 OCCUPANTS / 125 SF/1D0-1 ( ) � OFFICE / o + + + , — 67S /200=1 / / + �I-{- + , � ,O i DINING 740 SF/15 NET 49 OCCUPANTS > + + + i �'° ARCHITECT: ® BAR 32 LF/24" = 16 OCCUPANTS �- �I- -'- + ' + + + + + + Julianne N. Overby, RA EGRESS: - ND FLOOR OCCUPANT LOAD = 70 OCCUPANTS / + I+ + � + Architectural and Interior Design COMMON PATH OF TRAVEL DISTANCE - 75 FT. (FBC TABLE 1021 .2(2 ® SEGO g = MIN. 2 PER STORY FIRE PREV. COD (SECOND FLOOR) ' ' +I + + clRcuLATION NUMBER O F EXITS REQUIRED ( ) _ _ / + + Julianne N. Overby, R.A. + + + + + + ' 3141 2452 Pullian Street NUMBER OF EXITS PROVIDED = 6 TOTAL FIRST FLOOR �� - N �� + I+ + + + _ , acksonville Beach, Florida 32250 2 TOTAL SECOND FLOOR m CIRCULATION 05 + + ; + + + + N 904-704-8628 + (+ m Email: jnoverby@att.net EGRESS WIDTH = 99x.2 = 19.8" TABLE 1005. 1 + + % ' N, ���°� 'F� `'�°°�' °.FL1D46'"� TOTAL OCCUPANT LOAD = 217 OCCUPANTS ' I+ �� ,��� � ' IT HENBA CONSULTANT: MIN. WIDTH = 36 FBC 1009. 1 & 1017.2 -- 2775 „DD=3 /, ( ) , SPRINKLER REQUIRED OVER 150 OCCUPANTS (FBC 903.2. 1 .2) _�_ O 08 =_= ' � ; 00 ALL EXTERIOR DOORS TO HAVE PANIC HARDWARE & SWING IN THE ,e a�_ , / o�- ; F 0 R M S P A C E , INC DIRECTION OF TRAVEL(FBC1008. 1 .9) WON/I 200 FIRST STREET SUITE 205 EXTERIOR EXIT STAIR PROVIDED (FBC 1023.2) _ 06 / BARcoNEPTUNE BEACH, FLORIDA 32266 TOTAL BUIL -O SEATING CAPACITY: - - �� 36F/4R15 design@200firststreet.com 904-535-0270 ph 904-246-8402 fax ELEVATOR: FIRST FLOOR = 4,392 FIRST FLR: 101 SEATS SECOND LEVEL DINING ELEVATOR HOISTWAY/SHAFT t 1 HR. RATED REQUIRED SECOND ADDITION FLOOR = 1 719 S.F. SECOND FLR: 49 SEATS 207 ._ „ s TRAVEL DIS =61 8 2 HR. EXTERIOR WALL PROVIDED TOTAL = 6, 111 S.F. TOTAL: 150 SEATS ' N DESIGNED IN ACCORDANCE WITH FBC CHAPTER 11 & 30 E2 - " ( - ) DINING 0 SEE PRODUCT APPROVAL FOR SUBMITTED MANUFACTURER. - 565SF/15=37 Z > M 0N SIGNAGE: 0 Y % % �' N PROVIDE LIGHTWEIGHT TRUSS SIGNAGE PER FAC69A-60.0081 . / J ` DINING ` 1758F/15=12 O z LL_ / W J Z SSO/RAGE SECOND FLOOR OCCUPANCY & EGRESS PLAN aC _ SCALE: 3/16" = V-0" W ca i �- Z . M / M ELEVATOR \ O W . i / \� . ' ' / STORAGE \ 202 '� \ / ' E ITS + + + + + + + + + - �/ p + + + + + + + KITCHEN , . ...... ..... 2ossF/1oD=2 / + d + + CIRCULATION + + + + +� D ND, 27- / co / LLI—- TYPE'2A10BC'X/ MENS Q + + + +RECESSED F.E. + + + / REVIEWED EWED +L\ + + + JOtksonville Fire Prevention Dix O+ + / + UO / > + + HOST + 011 105 O APR 113 b i + + 2 ��� H , \ / / - �' / - 53SF/7-8 ,� �, � ,% ,..� ,�' �% � +- + � �"" � PROJECT NUMBER. 15111 X I" D 13 EXCEPTIONS$N# 0� DATE ISSUED: FEBRUARY 5 2017 -- / � � - _ BAR / + - MENS SHEET#e 28 LF/2, =13 11 / — + 104 REVISIONS: � / ,1 � /, ,/� �/ , / / / �% i , 4� '' 3-8 STORAGE -17 REVISIONS PER CITY COMMENTS + 340SF/500=1 \ A ' 23// + oDINING DININGL4 / BOOTH N �4-26-17 REVISIONS PER CITY COMMENTS 27SF/15=55 j + W +i ii; �� / 4LF/24"= d 24x56' \ > i u) / 9 " i i TRAVEL DISTANCE= 58-7 + + + + + + + / COMMON PATH OF TRAVEL=40-9 00 KITCHEN 171 SF/100 12 /�� + + + + + + + + DINING AVO - SHEET TITLE ff 2RAG 609SF/15=41 3-� ��� \. % + + + + + + + !/ 115 , � \ // �� o /' /, i + + -I-E X1 + + 1�V ' �`�'� i'i � V/ /� / '/ � + CIRCULATION + N BUILDING CODE + N - -_ + + + + LO � w INFORMATION ea ENTRY DINING 11LF/18"=7 ry z CO FIXED BENCH O 102 SHEET � �'•, -{- H.C. RAMP @ 1:12 ( + " EGRESS RAMP + + EN RY + + SHEET NUMBER + + E T + + NDSCAP + + + + y LANTERETD L] F—I �:3i - /- - I A=002 N rf`� FIRST FLOOR OCCUPANCY & LIFE SAFETY PLAN _ - EXTERIOR BALCONY OVERHEAD - --_ SCALE: 3/16"= 14" ❑ E1NDSCA P PERMIT SET QPLANTER ��. SPECIFICATIONS: SECTION 00100 -INSTRUCTIONS FOR BID SECTION 00300_ BID FORM SECTION 0110 00 - SUMMARY 1.1 SECURING DOCUMENTS TO: AL MANSUR PART 1 GENERAL 303 ATLANTIC BOULEVARD A. Copies of the proposed Contract Documents may be obtained in PDF format transmitted by email for bidding or pricing ATLANTIC BEACH, FL 32233 1.1 SECTION INCLUDES purposes upon the conditions set forth in Document 00100: Invitation to Bid. A. Project Identification: 1. Pursuant to and in compliance with the Invitation to Bid and the proposed Contract Documents relating to construction of: COOP 303 1.2 BID FORM 303 ATLANTIC BLVD COOP 303 y,..- ATLANTIC BEACH FL A. In order to receive consideration, make all bids in strict accordance with the following: 303 ATLANTIC BLVD. coo B. Project Summary: RENOVATION OF EXISTING 2565 SF RESTAURANT LOCATION TO ACCOMMODATE NEW ALS 1. Make bids upon the forms provided therefor, properly executed and with all items filled out. ATLANTIC Beach, Florida 32233 >$ 'r CRAFT PIZZA CO. 2. Do not change the wording of the Bid Form, and do not add to the Bid Form. ; C. Particular Project Requirements: 3. Unauthorized conditions, limitations, or provisions attached to the proposal shall be cause for rejection of the proposal. The undersigned, having become thoroughly familiar with the terms and conditions of the proposed Contract Documents and with 1. Existing site conditions and restrictions: REFER TO (VOTES ON DRAWING SHEETS 4. Telegraphic bid or telegraphic modification of bid will not be considered. local conditions affecting the performance and costs of the Work at the place where the Work is to be completed, and having fullyA �S0 L ' H E �� �ii �; � 3.� 2. COMPLETION DATE : TBD 5. Bids received after the time fixed for receiving them will not be considered. inspected the site in all particulars, hereby proposes and agrees to fully perform the Work within the time stated and in strict .. .............................. ..... .: ..................... 3. Owner-purchased, Contractor-installed items: REFER TO DRAWING SCHEDULES 6, Late bids will be returned to the sender unopened. accordance with the proposed Contract Documents, including furnishing any and all labor and materials, and to do all of the Workrequired to construct and complete said Work in accordance with the Contract Documents, for the following sum of money: 303 Atlantic Blvd. D. Permits and Fees: Apply for, obtain, and pay for permits, fees, and utility company back charges required to 7. Each bid shall be addressed to the Owner, and shall be delivered to the Owner at the address given in the Invitation of Atlantic Beach, FL 32233 perform the work. Bid on or before the day and hour set for receiving bids. A. Base Bid: All labor, materials, services, and equipment necessary for completion of the Work shown on the Drawings, E. Codes: Comply with applicable codes and regulations of authorities having jurisdiction. Past copies of 8. Each bid shall be enclosed in a sealed envelope bearing the title of the Work, the name of the Bidder and address, Specifications and in the Project Manual (if provided) , except for the items described as "Alternates": inspection reports, notices and similar communications. Bidder's license number, classification of license, limits of classification, States in which licensed and expiration date, F. Dimensions: Verify dimensions indicated on drawings with field dimensions before fabrication or ordering of and the date and hour of the bid opening. Dollars ($ ) ARCHITECT: materials. Do not scale drawings. 9. It is the sole responsibility of the bidder to see that his bid is received on time. G. Existing Conditions: Notify Architect of existing conditions differing from those indicated on the drawings. Do 1.2. BONDS B. Unit Prices: Unit prices for extra work and credits. This list of prices will be submitted with the Bid in duplicated and shall Julianne N. Overby, RA not remove or alter structural components without prior written approval of structural engineer. A. BID Bonds g become a part of the Contract upon its award and approval by the Owner. Architectural and Interior Design H. Coordination: 1. Coordinate the work of all trades. 1. Owner.A Bid Bond in the amount of 5% of the proposed Contract amount must accompany each proposal if required by the ITEM #DESCRIPTIONUNITPRICEI4" concrete slabs with reinforced meshcu. yd. 2Wa11 Type 5 (gypsum board & metal Julianne N. Overby, R.A. 2. Prepare coordination drawings for areas above ceilings where close tolerances are required stud)sq. ft. 3Acoustical Panel Ceiling Systemsq. ft. 2452 Pullian Street r All Bid Bonds shall be in the form referenced eenced in the Project Manual NOTE: The single price Jacksonville Beach, Florida 32250 between building elements and mechanical and electrical work. g p ce quoted for all items will be used as a basis of determining credit or extra. The Owner has the right of 904.704-8628 3. Verify location of utilities and existing conditions. 3. The successful Bidder's security will be retained until he has signed the Contract and furnished the required tabor and approval on each unit price separately. 904- jnoverby@att.net Materials Payment and Performance Bond. N.C.12109 -FL.AR-0017060-FL.ID-4621 I. Installation Requirements, General: 4. The Owner reserves the right to retain the security of the next lowest Bidder until the lowest Bidder enters into contract UNIT PRICE including overhead and profit shall be total compensation for the extra or credit. All materials and workmanship 1. Inspect substrates and report unsatisfactory conditions in writing. or until 30 days after Bid Opening, whichever is shorter. shall be equal in character as specified oras shown on the drawings and complete, installed and finished. CONSULTANT: 2. Do not proceed until unsatisfactory conditions have been corrected. 5. All other Bid Security will be returned as soon as practical 3. Take field measurements prior to fabrication where practical. Form to required shapes and sizes 6. If any Bidder refuses to enter into a Contract, the Owner will retain his Bid Bond as liquidated damages but not as 2. 1 understand that the Owner reserves the right to reject this Bid, but that this Bid shall remain open and not be FORM SPACE , I N C with true edges, lines and angles. Provide inserts and templates as needed for work of other trades. penalty. withdrawn far a period of thirty days from the date prescribed for its receiving. 4. Install materials in exact accordance with all manufacturer's instructions and approved submittals. 200 FIRST STREET SUITE 205 5. Install materials in proper relation with adjacent construction and with proper appearance. B. OTHER BONDS NEPTUNE BEACH,FLORIDA 32266 J 1. Prior to signing the Contract, the Owner may require the selected Contractor to secure and post a Labor and Materials 3. The Bidder, if awarded a contract, hereby agrees to commence work under this contract on or before a date to be design@200firststreet.com 1. Restore units damaged during installation. Replace units which cannot be restored at no additional Payment Bond and a Performance Bond, each in the amount of 100% of the Contract Sum, and each on forms specified in a written notice to proceed from the Owner and to fully complete the project within TBD calendar days 904-535-0270 ph 904-246-8402 fax expense to the Owner. referenced in the Project Manual. thereafter. 2. Refer to additional installation requirements and tolerances specified under individual 2. All such bonds shall be issued by Surety acceptable to the Owner. Include the costs of all such bonds in the proposed manufacturer's specification. Contract Sum 4. If written notice of the acceptance of this bid is mailed or delivered to the undersigned within thirty days after the K. Limit of Use: Limit use of work as indicated. Keep driveways and entrances clear. 1.1. PRIOR TO BID date set for the receiving of this bid, or at any other time thereafter before it is withdrawn, the undersigned shall L. Existing Construction: Maintain existing building in a weathertight condition. Repair damage caused by A. EXAMINATION OF DRAWINGS, PROJECT MANUAL AND SITE WORK execute and deliver the Contract Documents to the Owner in accordance with this Bid as accepted, and will also Q roof of insurance and Payment Bondp Labor and Material Pay , construction operations. Protect building and its occupants. 1. Before submitting a Bid, each Bidder shall carefully examine the Drawings, Specifications and read the Project Manual furnish and deliver to the Owner the Performance Bond, z > M M. Definitions: (if any) and all other proposed Contract Documents, and visit the site of the Work. e notification oacceptance _Jcoverage, all within fifteen days after personal delivery or after deposit in the mails of the C'7 m 1. Provide: Furnish and install, complete with all necessary accessories, ready for intended use. Pay 2. Each Bidder shall fully inform himself prior to bidding as to all existing conditions and limitations under which the work of this Bid. N for all related costs. is to be performed, and he shall include in his Bid a sum to cover all costs of all items necessary to perform the work as I'- (N 2. Approved: Acceptance of item submitted for approval. Not limitation or release for compliance set forth in the proposed Contract Documents. S. Notice of acceptance, or request for additional information, may be addressed to the undersigned at the address set V with the Contract Documents or regulatory requirements. 3. Allowance will not be made to any Bidder because of lack of such examination or knowledge. forth below. > _ Z 3. Match Existing: Match existing as acceptable to the Owner. 4. The submission of a Bid will be construed as conclusive evidence that the Bidder has made such examination. 0 Z H N. Intent: Drawings and specifications are intended to provide the basis for proper completion of the work B. INTERPRETATION OF CONTRACT DOCUMENTS PRIOR TO BIDDING 6. The names of all persons interested in the foregoing Bid as principals are: Z Q suitable for the intended use of the Owner. Anything not expressly set forth but which is reasonable 1. If an person contemplating submitting a Bid for construction of the Work is in doubt as to the true meaning of an W -J implied or necessary for proper performance of the project shall be included. Y p p g g g y part nn// r � of the proposed Contract Documents, or finds discrepancies in or omissions from any part of the proposed Contract (IMPORTANT NOTICE: If Bidder or other interested person is a corporation, give legal name of corporation, state where 0. V 0. Writing Style: Specifications are written in the imperative mode. Except where specifically intended Documents, he may submit to the Architect a written request for interpretation thereof not later than seven days incorporated, and names of president and secretary; if a partnership, give name of firm and names of all individual co_partners Q Q otherwise, the subject of all imperative statements is the Contractor. For example, 'Provide tile' before Bids are received. F_ means 'Contractor shall provide tile.' composing the firm; if Bidder or other interested person is an individual, give first and last names in full) � � W a) The person submitting the request shall be responsible for its prompt delivery. 0 m PART 2 PRODUCTS - Not applicable to this Section b) Interpretation or correction of proposed Contract Documents will be made only by Addendum, and will be Q PART 3 EXECUTION - Not applicable to this Section delivered to each Bidder of record by email. r.1_ V c) The owner will not be responsible for any other explanation or interpretations of the proposed Contract D END OF SECTION Documents. Q 0 Z C. SUBSTITUTIONS I- M Q 1. Comply with Section 01600. W 0- J END OF SECTION 00020 W 0 D. PRE-BID CONFERENCE licensed in accordance with an act for the registration of contractors, and with license number CK- 0 <1. A pre-bid conference will be held on a date TBD approximately one week after the issuing of the Contract Documents, and at a location to be announced to all Bidders of record. in the State of U 1.1. BIDS SECTION 00020 - INVITATION TO BID SIGN HERE: A. WITHDRAWAL OF BIDS You are invited to bid on a general contract including all mechanical and electrical work, for construction as defined 1. Any Bidder may withdraw his Bid, either personally or by written request, received by the Architect at any time prior to PROJECT NUMBER: 15111 on the set of construction documents provided and prepared by: scheduled time for receiving Bids. DATE ISSUED: FEBRUARY 5, 2017 2. Bidder cannot withdraw his Bid for a period of 30 days after the date set for receiving thereof. Signature of Bidder REVISIONS: Julianne Overby RA 3. Each Bid shall be subject to acceptance by the Owner during this period. Lou Pontigo Structural Engineers B. AWARD OR REJECTION OF BIDS Gregory Engineering_Mechanical 1. The Contract, if awarded, will be awarded to the responsible Bidder who has proposed the lowest Contract Sum, subject SECTION 00500_ PROJECT FORMS Shaffer Engineering-Electrical to the Owner's right to reject any or all Bids and to waive informality and irregularity in the Bids and in the bidding. C. PROOF OF COMPETENCY OF BIDDER A. The following documents prepared by the American Institute of Architects (most recent edition) shall be used as required for for the renovation construction for: 1. Any Bidder may be required to furnish evidence satisfactory to the Owner that he and his proposed Subcontractors the Work of this Project: have sufficient experience in the types of work called for to assure completion of the Contract in a satisfactory manner. 24 Craft Pizza t 1.1. EXECUTION OF AGREEMENT AIA A101 Owner Contractor Agreement Form, Stipulated Sum SHEET TITLE 240 Third Street - A. The form of Agreement which the successful Bidder, as Contractor, will be required to execute is referenced in the Project AIA A201 General Conditions of the Contract for Construction Neptune Beach, Florida 32266 g q j Manual AIA A311 Performance Bond and Labor and Materials Payment Bond The Owner will receive sealed proposals from bidders until time TBD at the office of Form + Space, Inc, 200 First B. The Bidder to whom the Contract is awarded by the Owner shall, within 15 days after notice of award and receipt of AIA A401 Contractor-Subcontractor Agreement Form SPECIFICATIONS Street, Neptune Beach,FL . Proposals received after that time will not be accepted. Proposals will be opened Agreement forms from the Owner, sign and deliver to the Owner all required copies. AIA G701 Change Order privately. C. At or prior to delivery of the signed Agreement, the Contractor shall deliver to the Owner the Labor and Materials Payment AIA G702 Application and Certificate for Payment Bona fide general contract bidders may secure copies of the proposed Contract Documents from the Architect Bond, the Performance Bond, and the policies of insurance or insurance certificates as required by the Contract Documents. AIA G703 Continuation Sheet for G702 provided in PDF format. D. All bonds and policies of insurance must be approved by the Owner before the successful Bidder can proceed with the Work. AIA G704 Certificate of Substantial Completion E. Failure or refusal to furnish bonds or insurance policies or certificates in a form satisfactory to the Owner shall subject the AIA G705 Certificate of Insurance SHEET NUMBER Bid security in the amount of 5% of the base bid will be required to accompanying bids if required by Owner. The p Y J AIA G706 Contractor's Affidavit of Payment Bidder to loss of time from the allowable construction period equal to the time of delay in furnishing the required material. y ent of Debts and Claims Owner reserves the right to reject any or all bids, and to waive irregularity in bidding. 1.1. CONSTRUCTION TIME AND LIQUIDATED DAMAGES Q AIA G706A Contractor's Affidavit of Release of Liens END OF SECTION 00020 A. The Agreement will include a stipulation that the Work be substantially completed in a specified period of calendar days AIA G707 Consent of Surety to Final Payment following receipt of Notice to Proceed. AIA G707A Consent of Surety to Reduction in or Partial Releases of Retainage A=003 B. If completion of the project is delayed, the Owner will suffer damages difficult to ascertain at this point, but agreed by both AIA G709 Proposal Request parties to be at least $500/calendar day. The Agreement will include a stipulation that liquidated damages will be assessed in AIA G710 Architect's Supplemental Instructions j'► that amount for each calendar day after the completion date that the Work is not substantially completed and a certificate AIA G713 Construction Change Authorization of occupancy issued. � PERMIT SET r END OF SECTION 00100 END OF SECTION 00500 SECTION 00700 - GENERAL CONDITIONS SECTION 00800-SUPPLEMENTARY CONDITIONS (CONTINUED) SECTION 00800 - SUPPLEMENTARY CONDITIONS (CONTINUED) - - -- -- The "General Conditions of the Contract for Construction", AIA Document A201, most recent edition, form a part of the CHANGES IN THE WORK Construction Documents by reference and will have the same force as though the General Conditions were bound herein. S. If the General Liability coverages are provided by a Commercial Liability policy, the: CONSTRUCTION CHANGE DIRECTIVE a) General Aggregate shall be not less than $2,000,000.00 and it shall apply, in total, to this Project only. END OF SECTION 00700 b) Fire Damage Limit shall be not less than $100,000.00 on any one Fire. Where used, delete the words "a reasonable allowance for overhead and profit" and substitute "an allowance for overhead and c) Medical Expense Limit shall be not less than $10,000.00 on any one person. profit in accordance with Clauses 7.3.10.1 through 7.3.10.6 below". 6. Umbrella Excess Liability: i Y' SECTION 00800 - SUPPLEMENTARY CONDITIONS a) Contractor to indicate limits carried of Umbrella Liability insurance. coo 7.3.10 Such allowance for the combined overhead and profit shall be based on the following: The following supplements modify the "General Conditions of the Contract for Construction", AIA Document A201, most recent 1. For the Contractor, for Work performed by the Contractor's own forces, 15 percent of the cost. Minimum limits of $5,000,000.00 suggested. edition. Where a portion of the General Conditions is modified or deleted by these Supplementary Conditions, the unaltered 2. For the Contractor, for Work performed by the Contractor's Subcontractor, 5 percent of the amount due the ` ?_ portions of the General Conditions shall remain in effect. Subcontractor. Add the following sentence to Subparagraph 3. For each Subcontractor or Sub-subcontractor involved, for Work performed b that Subcontractor's or If this insurance is written on the Comprehensive General Liability policy form, the Certificates shall be AIA Document G705, �� SOUTHER-1`4MIR(-)ll (: & B�3P GENERAL PROVISIONS p y Certificate of Insurance. If this insurance is written on a Commercial General Liability policy form, acceptable to Owner. ............................. ...... ..... ..:.. .........` Sub-subcontractors own forces, 15 percent of the cost. 4. For each Subcontractor, for Work performed by the Subcontractor's Sub-subcontractors, 5 percent of the amount PROPERTY INSURANCE 303 Atlantic Blvd. EXECUTION, CORRELATION AND INTENT due the Sub-subcontractor. Atlantic Beach, FL 32233 5. Cost to which overhead and profit is to be applied shall be determined in accordance with Subparagraph 7.3.6. Add the following: 6. In order to facilitate checking of quotations for extras or credits, all proposals, except those so minor that their 1. The form of policy for this coverage shall be Completed Value. General Requirements, govern the execution of all sections of the specifications. propriety can be seen by inspection, shall be accompanied by a complete itemization of costs including labor, materials and Subcontracts. Labor and materials shall be itemized in the manner prescribed above. Where major 2. The Contractor shall provide insurance coverage for portions of the Work stored off the site after written approval of ARCHITECT: OWNERSHIP AND USE OF ARCHITECT'S DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS items are Subcontracts, they shall be itemized also. In no case will a change involving over $10,000.00 be approved the Owner at the value established in the approval, and also for portions of the Work in transit. without such itemization. Julianne N. Overby, RA Add the followingClause MISCELLANEOUS PROVISIONS Architectural and Interior Design Reproduction of any portion of the Architect's Construction Documents for use as submittals for Shop Drawings is not PAYMENTS AND COMPLETION J acceptable. EQUAL OPPORTUNITY y'R.A. Julianne N. Overby, APPLICATION FOR PAYMENT 2452 Pullian Street Jacksonville Beach, Florida 32250 OWNER 1. The Contractor shall maintain policies of employment as follows: 904-704-8628 1. On or about the first day of each month, the Contractor shall make application for payment in the amount of 90 Email: jnoverby@att.net INFORMATION AND SERVICES REQUIRED OF THE OWNER percent of labor and materials incorporated in the Work and materials suitably stored at the Site and of materials 2. The Contractor and the Contractor's Subcontractors shall not discriminate against any employee or applicant for N.C.12109 •FL.AR-0017060•FL.ID-4621 properly identified with Owner's name and project address suitably stored in a bonded warehouse up to the first day employment because of race, religion, color, sex or national origin. CONSULTANT: The Contractor will be furnished free of charge copies of Drawings and Project Manuals in PDF format. Printed copies will not of the month, less the aggregate amount of previous payments. Upon substantial completion of the entire Work, the be provided. Contractor shall make application for payment of 95 percent of the contract price. Final payment shall be due 10 days 3FORM SPACE , I N C . The Contractor and the Contractors Subcontractors shall, in all solicitations or advertisements for employees placed after completion of all punch List items and acceptance by Owner. by them or on their behalf, state that all qualified applicants will receive consideration for employment without regard CONTRACTOR 2. Until Substantial Completion, the Owner shall pay 90 percent of the amount due the Contractor on account of to race, religion, color, sex or national origin. 200 FIRST STREET SUITE 205 progress payments. NEPTUNE E3EACH, FLORIDA 32266 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR TERMINATION OR SUSPENSION OF THE CONTRACT design@200firststreet.com SUBSTANTIAL COMPLETION TERMINATION BY THE OWNER FOR CONVENIENCE 904-535-0270 ph 904-246-8402 fax Contractor shall be responsible for ascertaining correct dimensions, and Contractor is not to ascertain dimensions simply by scaling drawings. In case of any discrepancy between Drawings and Specifications, Contractor shall consult Architect promptly 1. If the initial inspection requested by the Contractor to establish Substantial Completion determines the Project is not for an interpretation before proceeding with the Work. The Owner may, at any time, terminate the Contract for the Owner's convenience and without cause. substantially complete, the Contractor shall pay for additional re-inspections, at no expense to the Owner. SUPERVISION AND CONSTRUCTION PROCEDURES PROTECTION OF PERSONS AND PROPERTY Upon receipt of written notice from the Owner of such termination for the Owner's convenience, the Contractor shall: Q Z > M The Contractor shall review any specified construction or installation procedure, including those recommended by SAFETY PRECAUTIONS AND PROGRAMS 1. Cease operations as directed by the Owner in the notice. (� - manufacturers and shall advise the Architect: 2. Take actions necessary, or that the Owner may direct, for the protection and preservation of the Work. o � m N 1. If the specified procedure deviates from good construction practice. 3. Except for Work directed to be performed prior to the effective date of termination stated in the notice, terminate all I""' N 1. If the Contractor stops Work the Contractor shall make no claim for damages of any type whatsoever arising out of or U CO 2. if following the procedure,.will affect any warranties, including the Contractor's general warranty. existing subcontracts and purchase orders and enter into no further Subcontracts and purchase orders. related to any delay associated .with the stoppage of Work. If the Contractor's decision to stop work is determined to 3. Of any objections the Contractor may have to the procedure. be well-founded, the Contractor's sole remedy for any delay shall be an extension of the Contract Time for the 4. In case of such termination for the Owner's convenience, the Contractor shall be entitled to receive payment from 4. If the Contractor proposes any alternative procedure which the Contractor is willing to warrant. duration of such stoppage of Work. If the Contractor's decision to stop Work is determined to be without reasonable the Owner for work completed and stored materials O Z LL basis, the Contractor shall not be entitled to any damages or to an extension of the Contract Time. Z Q LABOR AND MATERIALS END OF SECTION 00800 INSURANCE AND BONDS Substitutions: Q 1. When a material, equipment or system is specified by the name of one or more manufacturers, such material, CONTRACTOR'S LIABILITY INSURANCE (Y) W equipment, or system shall form the basis of the Contract. Z 0 2. If the Contractor desires to make a substitution, he shall comply with Specification Section 01600. Liability Insurance shall include all major divisions of coverage and be on a comprehensive basis including: Q (Y) 1. Premises Operations (including X, C and U coverages as applicable). rM General Contractor's Financial Interests: 2. Independent Contractor's Protective. Z) 0 �-- 1. The Contractor shall disclose the existence and extent of any financial interest, whether direct or indirect, he has in 3. Products and Completed Operations. Q 0 z Subcontractor or Material Suppliers which he may propose for this Project. 4. Personal Injury Liability with Employment Exclusion deleted. �"� 5. Contractual, including specified provision for Contractor's obligation U) a- J THIRD PARTY BENEFICIARY 6. Owned, non-owned and hired motor vehicles. W 0 7. Broad Form Property Damage including Completed Operations. O Q 1. No person or entity shall be deemed to be a third party beneficiary of any provisions of the Contract, nor shall any provisions thereof be interpreted to create a right of action or otherwise permit anyone not a signatory party to the If the General Liability coverages are provided by a Commercial General Liability Policy on a claims-made basis, the policy date or Contract to maintain an action for personal injury or property damage. retroactive date shall predate the Contract; the termination date of the policy or applicable extended reporting period shall be no earlier than the termination date of coverages required to be maintained after final payment. ADMINISTRATION OF THE CONTRACT PROJECT NUMBER: 15111 ARCHITECT'S ADMINISTRATION OF THE CONTRACT The insurance required shall be written for not less than the following limits, or greater if required by law: DATE ISSUED: FEBRUARY 5, 2017 1. Worker's Compensation: REVISIONS: 1. Any direct communications between Owner and Contractor that affect the performance or administration of the a) State: Statutory Contract shall be made or confirmed in writing, with copies to the Architect, and any such communications that b) Employer's Liability: represent a modification of the Contract requirements shall be documented appropriately. $100,000.00 per Accident. 2. Any communications among the Architect and Subcontractors shall be confirmed in writing to the Contractor. $500,000.00 Disease, Policy Limit. $100,000.00 Disease, Each Employee. ARBITRATION 2. Comprehensive or Commercial General Liability (including Premises-Operations; Independent Contractor's SHEET TITLE 1. Prior to arbitration, the parties shall endeavor to settle disputes by mediation under the Construction Industry Protective; Products and Completed Operations; Broad Form Property Damage): Mediation Rules of the American Arbitration Association currently in effect. Mediation shall commence, unless a) Bodily Injury: otherwise agreed, within the same time limits stipulated in Subparagraphs 4.5.1 and 4.5.4 and Clause 4.5.4.1 for the $1,000,000.00 Each Occurrence. filing of a notice of a claim in arbitration. If mediation is pursued, pertinent time limitations relating to arbitration shall $1,000,000.00 Aggregate. SPECIFICATIONS be tolled (extended) during the duration of the mediation process and for ten days thereafter. b) Property Damage: $500,000.00 Each Occurrence. 2. Any arbitration hearings necessary hereunder shall be held and conducted in Duval County, Florida. $500,000.00 Aggregate. SUBCONTRACTORS c) Products and Completed Operations to be maintained for 2 years after final payment: $2,000,000.00 Aggregate. SHEET NUMBER DEFINITIONS d) Property Damage Liability Insurance shall provide X, C and U coverage. e) Broad Form Property Damage Coverage shall include Completed Operations. 1. Add material and equipment suppliers whenever a reference to Subcontractors is intended to also apply to 3. Contractual Liability: suppliers. Wherever relevant the term "Subcontractor" shall also include a person or entity who supplies materials or a) Contractual Liability to be included within Commercial General Liability. equipment for the Project. 4. Business Auto Liability (including owned, non-owned and hired vehicles): A=004 a) Bodily Injury: $1,000,000.00 Each Person. $1,000,000.00 Each Occurrence. b) Property Damage: � PERMIT SET $100,000.00 Each Occurrence. 4' SECTION 01300 - ADMINISTRATIVE REQUIREMENTS SECTION 01400 - QUALITY REQUIREMENTS SECTION 01500-TEMPORARY FACILITIES AND CONTROLS PART 1 GENERAL PART 1 - GENERAL PART 1 - GENERAL 1.1 PROJECT MANAGEMENT AND COORDINATION 1.1 QUALITY CONTROL 1.1 SECTION REQUIREMENTS j. shown on Drawings, in relation to property survey and existing benchmarks, before laying out the A. Quality-control services include inspections, tests, and related actions including reports, performed by Contractor, by co A. Verify layout informations g , "• ANSI independent agencies, and by governing authorities. A. Standards: Comply with NFPA 241, "Standard for Safeguarding Construction, Alterations, and Demolition Operations"; Work. A10 Series standards for "Safety Requirements for Construction and Demolition"; and NECA Electrical Design Library's r control over suppliers, manufacturers, products, services, site conditions, and workmanship, to produce "Temporary Electrical Facilities." € - ' B. Progress meetings will be held at Project site weekly on the same day of each week. Day of week TBD. Owner, Architect, B. Monitor quality c pp Contractor, and each subcontractor or other entity concerned with current progress or involved with planning or Work of specified quality. Perform quality control procedures and inspections during installation. A (3L HER 1;�`�`l C) �3 1. Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for temporary electric service. Install coordination of future activities,.shall attend. C. STANDARDS: Comply with specified standards as minimum quality for the Work except where more stringent tolerances, service in compliance with NFPA 70. 1. Minutes of each meeting will be prepared and distributed to all parties present. codes, or specified requirements indicate higher standards or more precise workmanship. 303 Atlantic Blvd. B. At the earliest possible time, change over from use of temporary utility services to use of permanent utilities. Atlantic Beach, FL 32233 1.2 CONSTRUCTION SCHEDULE D. Tolerances: Monitor fabrication and installation tolerance control of products to produce acceptable Work. Do not permit tolerances to accumulate. Comply with manufacturers' tolerances. C. Remove temporary facilities and controls before Substantial Completion. Personnel remaining after Substantial Completion A. Prepare a horizontal bar-chart-type, or other acceptable construction schedule. PUse same breakdown of Work indicated in e perm will be to use permanent facilities, under conditions acceptable to Owner. ARCHITECT: the Schedule of Values As progresses,resses,Work ro mark to indicate actual completion. E. Reference Standards: For products or workmanship specified by association, trade, or other consensus standards, comply with requirements of the standard, except when more rigid requirements are specified or are required by applicable codes. PART 2 - PRODUCTS Julianne N. Overby, RA 1. Submit within 10 days of the date established for Commencement of the Work. media, of width sufficient to show data for the entire construction period. F. Contractor shall employ and pay a qualified independent testing agency to perform tests and inspections specified in other Architectural and Interior Design 2. Prepare the schedule an reproducible 3. Coordinate each element with other activities. Show each activity in proper sequence. Indicate sequences necessary Sections, and those required by authorities having jurisdiction. Contractor is responsible for scheduling inspections and tests. 2.1 MATERIALS AND EQUIPMENT Julianne N. Overby, R.A. r completion of related Work. 2452 Pullian Street fo p allow time for Owner's procedures necessary for certifying Substantial G. Retesting: Contractor shall pay for retesting where results of inspections and tests prove unsatisfactory and indicate Jacksonville Beach, Florida 32250 4. Indicate Substantial Completion and p A. Provide new materials and equipment for construction of temporary facilities and controls. 904-704-8628 noncompliance with requirements. Email: jnoverby@att.net Completion. N.C.izio� .FL.�x-ool�o�o•F�.ID-4621 5. Schedule Distribution: Distribute copies to Owner, subcontractors, and parties required to comply with dates. Revise the schedule after each meeting or activity where revisions have been made. H. Auxiliary Services: Cooperate with agencies performing inspections and tests. Provide auxiliary services as requested. Notify PART 3 - EXECUTION 6. Updating: agency in advance of operations requiring tests or inspections, to permit assignment of personnel. Auxiliary services include CONSULTANT: 1.3 SUBMITTAL PROCEDURES the following: 3.1 TEMPORARY UTILITIES FORM SPACE , INC 1. Access to the Work. A. Coordinate submittal preparation with construction schedule, fabrication lead-times, other submittals, and other activities 2. Incidental labor and facilities to assist inspections and tests. A. Provide temporary electric power, water and telephone service(s) to Project site for use during construction. Arrange for and 200 FIRST STREET SUITE 205 that require sequential operations. 3. Adequate quantities of samples of materials that require testing, and assisting in taking samples. coordinate service(s) with local utility companies. NEPTUNE BEACH, FLORIDA 32266 4. Facilities for storage and curing of test samples. 1. Contractor shall also pay use charges for temporary utilities. design@200firststreet.com 1. No extension of Contract Time will be authorized due to failure to transmit submittals in time to permit processing 5. Security and protection of samples and test equipment. 904-535-0270 ph 904-246-8402 fax sufficiently in advance of when materials are required in the Work. B. Provide temporary heat for curing or drying of work, and for protection of new construction from adverse effects of law 2. Architect will not accept submittals from sources other than Contractor. I. Duties of Testing Agency: Testing agency shall cooperate with Owner and Contractor in performing its duties. Agency shall temperatures. Use of gasoline-burning heaters and open-flame heaters is not permitted. B. Prepare submittals by placing a permanent label on each for identification. Provide space on the label or beside title block to provide qualified personnel to perform inspections and tests. record review and approval markings and action taken. Include the following information on the label: C. Provide temporary sanitary facilities Comply with regulations and health codes for type, number, location, and maintenance shall notify Owner and Contractor of irregularities or deficiencies observed in the Work during performance of of facilities. 1. Agency y g Z > CY) 1. Project name. its services. M 2. Agency shall not release, revoke, alter, or enlarge requirements of the Contract Documents or approve or accept any 3.2 TEMPORARY CONSTRUCTION FACILITIES O J N 2. Date. g Y � N 3. Name and address of Contractor. portion of the Work. < 4. Name and address of subcontractor or supplier. 3. Agency shall not perform duties of Contractor. U M A. Provide field offices, storage trailers, and other support facilities as necessary for efficient execution of the Work. 5. Number and title of appropriate Specification Section. Z H 6. Contractor's certification that materials comply with specified requirements. J. Submittals: Testing agency shall submit a certified written report of each inspection and test to the following: Z Z V- B. Provide temporary enclosures for protection of construction and workers from exposure and inclement weather and for Z 1. Owner. containment of heat. C. Product Data: Mark each copy to show applicable choices and options. Include the following: W _J 2. Architect Wn/ �- 3. Contractor. C. Install project identification and other signs in locations indicated to inform the public and persons seeking entrance to u_ 1. Data indicating compliance with specified standards and requirements. Q 2. Notation of coordination .re uirements4. Structural Engineer Project. W requirements. 3. For equipment data, include rated capacities, dimensions,weights, required clearances, and furnished specialties and 5. Authorities having jurisdiction, when authorities so direct. m D. Collect waste daily and dispose of waste off-site according to local ordinances, when containers are full. Z 0 Q co accessories. K. Report Data: Reports of each inspection, test, or similar service shall include at least the following: W D. Shop Drawings: Submit newly prepared information drawn to scale. Indicate deviations from Contract Documents. Do not 1. Handle hazardous, dangerous, or unsanitary waste materials separately from other waste by containerizing properly. D 1. Date of issue. - or black-line print on Dispose of material according to applicable laws and regulations. < 0 Z reproduce Contract Documents or copy standard information. Submit 1 reproducible print and 1 blue sheets at least 8-1/2 by 11 inches but no larger than 30 by 42 inches Architect will return the reproducible print. Include the 2. Project title and number. Q following: 3. Name, address, and telephone number of testing agency. O n J 3.3 TEMPORARY CONTROLS 4. Dates and locations of samples and tests or inspections. W 0 1. Dimensions, profiles, methods of attachment, coordination with adjoining work, large scale details, and other 5. Names of individuals making the inspection or test. information, as appropriate for the Work. A. Provide temporary fire protection until permanent systems supply fire-protection needs. 2. Identification of products and materials. 6. Designation of the Work and test method. U 3. Notation of coordination requirements. 7. Identification of product. 1. Provide adequate numbers and types of fire extinguishers. 4. Notation of dimensions established by field measurement. 8. Complete inspection or test data. 2. Stare combustible materials in fire-safe containers in fire-safe locations. 9. Test results and an interpretation of test results. PROJECT NUMBER: 15111 E. Samples: Submit Samples finished as specified and identical with the material proposed. Where variations are inherent in 10. Ambient conditions at the time of sample taking and testing. 3. Prohibit smoking in hazardous fire-exposure areas. f he variations. Include product name or name of the manufacturer. 4. Limit smoking (if any) to specific designated areas outside of the building. DATE ISSUED: FEBRUARY 5, 2017 the material, submit at least 3 units that show limits o t 11. Comments or professional opinion on whether inspected or tested Work complies with requirements. 5. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition. REVISIONS: F. Architect will review each submittal, mark as appropriate to indicate action taken, and return copies less those retained. 12. Name and signature of laboratory inspector. Compliance with specified requirements remains Contractor's responsibility. 13. Recommendations on retesting or reinspection. B. Provide temporary barricades, warning signs, and lights to protect the public and construction personnel from construction hazards. PART 2 - PRODUCTS (Not Applicable) L. Manufacturer's Field Services: When specified in individual specification sections, require material or product suppliers or 1. Enclose construction area(s) with fence(s) with lockable entrance gates, to prevent unauthorized access. manufacturers to provide qualified staff personnel to perform the following as applicable, and to initiate instructions when PART 3 - EXECUTION (Not Applicable) necessary. a) Observe site conditions. C. Provide temporary environmental controls as required by authorities having jurisdiction including, but not Limited to, erosion and sediment control, dust control, noise control, and pollution control. SHEET TITLE END OF SECTION 01300 b) Conditions of surfaces and installation. c) Quality of workmanship. END OF SECTION 01500 d) Start-up of equipment. e} Test, adjust and balance of equipment. SPECIFICATIONS M. Qualifications for Service Agencies: Engage inspection and testing service agencies that are prequalified as complying with the American Council of Independent Laboratories' "Quality Assurance Manual" and that specialize in the types of inspections and tests to be performed. 2. Each agency shall be authorized by authorities having jurisdiction to operate in the state where the Project is located. SHEET NUMBER g Y PART 2 - PRODUCTS (Not Applicable) A=005 PART 3 - EXECUTION (Not Applicable) END OF SECTION 01400 N PERMIT SET w.; _....... ........ ___W,. m_ ._. , SECTION 01700 - EXECUTION REQUIREMENTS (CONTINUED) SECTION 01700 - EXECUTION REQUIREMENTS PART 1 - GENERAL r v D. Request inspection for certification of final acceptance and final payment, once the following are complete: 1.1 CLOSEOUT SUBMITTALS tation. Include insurance certificates. 1. Submit final payment request with releases of liens and supporting documen Record Drawings: Maintain a set of Contract coo Drawings as Record Drawings. Mark to show installation that varies from the 2. Submit a copy of the Substantial Completion inspection list stating that each item has been completed or otherwise A. g resolved for acceptance. Work.originally shown. 3. Submit final meter readings for utilities, a record of stored fuel, and similar data as of the date of Substantial ill B. Record Specifications: Mark specifications to show variations in Work performed in comparison with the text of the Completion. I ii SII X31 Specifications and modifications. 4. Submit consent of surety to final payment. sheet information. Mark 303 Atlantic Blvd. C. Operation and Maintenance Data: Organize data into 3-ring binders, with pocket folders for folded reinspect the Work on receipt of notice that the Work has been completed. FL 32233 identification on front and spine of each binder. Include the following (In teiu of printed binder data may be submitted in E Architect will Atlantic Beach g� PDF format): reinspection, 1. Emergency instructions. 1. On completion of n, Architect will prepare a certificate of final acceptance. If the Work is incomplete, .ly 2. S are arts list. Architect will advise Contractor of the Work that is incomplete or obligations that have not yet been fulfilled. ARCHITECT: p p 3. Copies of warranties. Julianne N. Overby, R to 4. wiring diagrams. RA 5. Shop Drawings and Product Data. END OF SECTION 01700 Architectural and Interior Design Julianne N. Overby,R.A. PART 2 - PRODUCTS (Not Applicable) 2452 Pullian Street Jacksonville Beach,Florida 32250 904-704-8628 PART 3 - EXECUTION Email: jnoverby@att,net N.C.12109 •FL.AR-0017060•FL.ID-4621 3.1 EXAMINATION AND PREPARATION CONSULTANT: A. Examine substrates and conditions for compliance with manufacturer's written requirements including, but not limited to, surfaces that are sound, level, and plumb; substrates within installation tolerances; surfaces that are smooth, clean, d f until ree F O R M S P A C E , INC led of deleterious substances; and application conditions within environmental limits. Do not proceed with installation unsatisfactory conditions have been corrected. 200 FIRST STREET SUITE 205 in but not limited to, the NEPTUNE BEACH, FLORIDA 32266 ied B. Prepare substrates and adjoining surfaces according to manufacturer's written instructions, including, design@200firststreet.com application of fillers and primers. 904-535-0270 ph 904-246-8402 fax 3.2 CUTTING AND PATCHING ons A. Do not cut structural members without prior written approval of the Architect. will equal or surpass that of existing materials. For exposed � M No B. For patching, provide materials whose installed performance q Z surfaces, provide or finish materials to visually match existing adjacent surfaces to the fullest extent possible. a M 3.3 INSTALLATION N ions N � (,� d or A. Comply with manufacturer's written instructions for installation. Anchor each product secure) in place, accurately located CO and aligned. Clean exposed surfaces and protect from damage. If applicable, prepare surfaces for field finishing. > I are � �- B. Comply with NFPA 70 for installation of electrically operated equipment and electrical components and materials. z Z Z ^ that 3.4 FINAL CLEANING W U n for certification of Substantial Completion: �-- Q ;e of A. Clean each surface or item as follows before requesting inspection W Z 0 0 1. Remove labels that are not permanent. or broken lass. C� ill be 2. Clean transparent materials, including mirrors. Remove excess glazing compounds. Replace chippedg 1 U 3. Clean exposed finishes to a dust-free condition, free of stains, films, and foreign substances. Leave concrete floors CYC l.. broom clean. � z 4. Vacuum carpeted surfaces and wax resilient flooring. Remove excess lubrication. Clean plumbing fixtures. Clean U) n J 5. Wipe surfaces of mechanical and electncat equipment. light fixtures and lamps. UJ O 1-- 6. Clean the site. Sweep paved areas; remove stains, spills, and foreign deposits. Rake grounds to a smooth, �y O even-textured surface. 1..�. y the 3.5 CLOSEOUT PROCEDURES A. Request Substantial Completion inspection once the following are complete: PROJECT NUMBER: 15111 DATE ISSUED: FEBRUARY 5, 2017 tation 1. Advise Owner of pending insurance changeover requirements. 2. Submit Record Drawings and Specifications, maintenance manuals, warranties, and similar record information. REVISIONS: 3. Deliver spare parts, extra stock, and similar items. 4. Changeover locks and transmit keys to Owner. 5. Complete startup testing of systems and instruction of operation and maintenance personnel. 6. Remove temporary facilities and controls. 7. Complete final cleanup. 8. Touch up, repair,and restore marred, exposed finishes. 9. Obtain final inspections from authorities having jurisdiction. SHEET TITLE 10.Obtain certificate of occupancy. B. Upon receipt of a request for inspection, the Architect will proceed with inspection or advise Contractor of unfilled requirements. Architect will prepare the Certificate of Substantial Completion after inspection or advise Contractor of items SPECIFICATIONS that must be completed or corrected before the certificate will be issued. C. Arrange for each installer of equipment that requires operation and maintenance to provide instruction to Owner's personnel. Include a detailed review of the following: 1. Startup and shutdown. 2. Emergency operations and safety procedures. SHEET NUMBER 3. Noise and vibration adjustments. 4. Maintenance manuals. 5. Spare parts, tools, and materials. A=006 6. Lubricants and fuels. 7. Identification systems. 8. Control sequences. 9. Hazards. 10.Warranties and bonds. • PERMIT SET DEMOLITION KEY NOTES: DEMOLITION GENERAL NOTES: ELECTRICAL DEMOLITION NOTES: (SEE WRITTEN SPECIFICATION SHEETS FOR ADDITIONAL INFORMATION) 1. REMOVE ALL ELECTRICAL FROM THE INTERIOR, INCLUDING BUT NOT � Y 1� REMOVE ALL WALL PARTITIONS INDICATED BY DASHED LINES, INCLUDING ALL 1. ALL DEMOLITION WORK TO BE PERFORMED UNDER G.C. CONTRACT. G.C. LIMITED TO ALL CONDUIT, WIRES, BOXES, LIGHTING AND PANELS. GLAZING AND TRIM. EXISTING DRYWALL TO REMAIN AND BE PATCHED AND TO FIELD VERIFY ALL EXISTING CONDITIONS. 2. EXISTING ELECTRICAL SERVICE ON THE REAR OF THE BUILDING TO BE SANDED TO MATCH EXISTING WALL FINISH. 2. SURVEY EXISTING CONDITIONS OF THE BUILDING TO DETERMINE IF RELOCATED. EXISTING SERVICE FEEDER, SERVICE DISCONNECT, CT CABINET REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY TO ANY AND UTILITY METER TO BE RELOCATED. 'y 2� REMOVE ALL MILLWORK, INCLUDING ALL BAR FIXTURES INDICATED BY DASHED PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES. NOTIFY THE 3. REMOVE ALL OTHER ELECTRICAL FROM THE EXTERIOR OF THE SPACE, LINES. ARCHITECT AND STRUCTURAL ENGINEER IN WRITING PRIOR TO COMMENCING INCLUDING BUT NOT LIMITED TO CONDUIT, WIRES, BOXES, DEVICES AND ANY ADDITIONAL WORK FOR DIRECTION. LIGHTING. cool ALL KITCHEN EQUIPMENT TO BE REMOVED. 3. TURN OFF ALL POWER AND UTILITIES PRIOR TO COMMENCING ANY DEMOLITION WORK. REMOVE ALL EXISTING CEILING TILE, GRID AND SOFFITS. SECURE ALL LOOSE 4. ITEMS INDICATED TO BE REMOVED SHALL BE REMOVED AND LEGALLY WIRES, CONDUITS AND CABLES TO NEW CEILING AND TIGHTEN BACK TO DISPOSED OF IN ACCORDANCE WITH APPLICABLE CODES. A S 0 ..I HKER"-4 B II` 0 � BAR SOURCE. 5. PROTECT EXISTING ITEMS TO REMAIN ADJACENT TO DEMOLITION. .........................:..................... - ...... 6. NEATLY CUT OPENINGS AND HOLES PLUMB, SQUARE AND TRUE TO 303 Atlantic Blvd. 0 REMOVE ALL EXISTING FLOORING AND WALL FINISHES. PATCH UNEVEN DIMENSIONS REQUIRED. USE CUTTING METHODS LEAST LIKELY TO DAMAGE SURFACES AND PREPARE FOR NEW FINISHES. CONSTRUCTION TO REMAINING OR ADJOINING CONSTRUCTION. Atlantic Beach, FL 32233 7. ALL FIRE EXTINGUISHERS TO BE REMOVED AND STORED FOR FUTURE USE. ® REMOVE ALL PLUMBING FIXTURES AND PLUMBING. 8. EXISTING FURNITURE TO BE REMOVED AND DISPOSED OF OR SAVED. CONSULT WITH THE OWNER PRIOR TO DEMOLITION WORK FOR LIST OF ITEMS ARCHITECT: 7� REMOVE ALL FURNITURE & SHELVING. TO BE REMOVED AND STORED. 9. PERIMETER OF FACILITY TO REMAIN SECURED. AUTHORIZED Julianne N. Overby, RA 8� LOAD-BEARING WALL TO REMAIN INTACT. CONSTRUCTION PERSONNEL ONLY WITHIN THE CONSTRUCTION AREA. 10. WORK TO BE DONE IN SUCH A MANNER AS TO HAVE MINIMUM DISRUPTION Architectural and Interior Design TO ADJACENT TENANTS. Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-7048628 Email: jtioverby@att.net N.C.12109 .FL.AR-0017060.FL.ID-4621 CONSULTANT: FORM SPACE , INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design@200firststreet.com 904-535-0270 ph 904-246-8402 fax 01 CO CO 04N < > J EXISTING COOLER O Z 1 � TO BE REMOVED V L.1� - Z <C � � II ( 8 — -u I I I Q Q 0 Ce) W m 0 0'?-::i4 — _ - -_— _ - I I 8� III I I I ® or) U 2 \\ I - - - - - - - - - - - - -- - - - - - - - - - - I / \ �- - - - �,- - CY) I— �___-�__ II - - - -- - - =_ �-- - - - - - -I- - - II - -j- - - I -- -- -- -- - - - - = it 1 2 5 6 0- _I - �--� r- -� r� r- �� ► I I �� � � -'� � �� � � � � �� T►I � -I 1 - = -41 I w O ill 1111LJ II LJ II LJ I 1 I I IL. - - JI __� 1 2 4 5 6 I _ - I- - -I I [���-� 1 I 111 I I I I I F � � I I I I /' \ � - - - - -- - - - — JL� 1 I I I II 11 C) 17 — II II II II I I L-- -ILLJJL -JI - JLLJ-L-J -I I-'C \ �/� \ \ �,� \ '\ 1 2 3 5 6 \ � 11 2 3 4 6 I 11 1 = L — — _= EXISTING DOORS&WINDOWS L I I �' �'' �` / ' \ \\ �'\ \ C - T =I -I 1 TO BE REMOVED PROJECT NUMBER: 15111 >j I I I I T(�)C3 4 5 6 I 1 11 1 \ DATE ISSUED: FEBRUARY 5, 2017 7 > <\07 > / � > \ \\\ \ \ \\ V-L�XISTINGCOLUMN I 1 I � — r L— q ( II lL lL Q — —— — _ — I I I / �/C/� C/^ \ \ \ \ TO BE REMOVED I ( I r- I I =� = REVISIONS: - - - - - - � ('� 1 I ( / 1 ��� \ `�� � \v `� ��\ \ \ \ DESIGN DRAWINGSEE NEW S I IIOIL - --�� - - - - BEFORE DEMOLITION L IOIL --- - - - - II II II II (_�I I �lop I I I I I 4, —� — — — �-I SHEET TITLE _ _ _ _ _ Cl )( 2 C411''''5 7 DEMOLITION u EXISTING OOR ® \ / EXISTING GARAGE EXISTING GARAGE EXISTING GARAGE / ` \\ EXISTING DQORS TO BE — t \ v `\ TO REMAI , \\ // i DOORS TO BE REMOVED i i DOORS TO BE REMOVED I I DOORS TO BE REMOVED I I \�/ II / V 11 REMOVEd - - - - - - _- - __ I ® FLOOR PLAN \ L - - --- - - - J L - - - - - - - - J L - - -- - -- - J L_A - - - -- - 1� \ �- = I I- - .- -� I ; & NOTES /'I 1 2 3 4 51 fpI I I II II II SHEET NUMBER 7711 `EXISTING DOORS& WINDOWS TO BE REMOVED D = 1 00 DEMOLITION FLOOR PLAN SCALE: 114" = V-0" PERMIT SET EXISTING - - FINISH FLOOR 14.0 EXISTING FINISH (WEST BUILDING) FLOOR 12.98 y3' k k?n (EAST BUILDING) o TO BE FILLED TO T 6'-0" 3'-4" 1' 8' MATCH EXISTING , FINISH FLOOR Zo I EXISTING o ° ELEVATION .3 SIDEWALK APPROX. 14.0 150.00' qT 50'(PU» coo (WEST BUILDING) W N 83.16'59" E 50'(Pu» t M $0'(PU"D ""Fe" ' T; ... . OMPSM C140, H.C. RAMP @ 1:12 'r B' ,r I r b; 0DVM VAULT ex, OR PIT G (UNKNOWN CONCRM ASPHALT PARKING UBS /" SOUTHERN I [ 0 M CO 4"pVC ABOVE GROUND e a BUILDIND TE T / A o BLD DEMS C-4 y , 303 Atlantic Blvd. LANDSCAPE �r META AWNING AD IGN ° FRAME 1 / \ m ADDITION , W Atlantic Beach, FL 32233 bL co PLANTER y,, LO ��Y PAINTED W ✓;_:./ , ARKING 5PAG51- Lo lululululE /7 04 W Z o s OI ARCHITECT: rn O :r m ULA C 8 '°' +F Julianne N. Overby, RA O. K A A.D.A RAMP PLAN 1 Architectural and Interior Design A-100 SCALE: 1/4" – 1'-0" A-100Qj Julianne N. Overby, R.A. 2452 Pullian Street ALS ALS R S R s G EEE SEEP Jacksonville Beach, Florida 32250 8 904-704-8628 CONT. TUBE Email: jnoverby@att.net STEEL HANDRAIL _ A _ N.C.12109 •FL.AR-0017060•FL.m-4621 2 ATTACHED TO 2 FABRIC AWNNO — CONCRETEow Sm rhVs VERTICAL POST RAMP CONSULTANT: N A-100 SEE DETAIL ` I 10'-0" 5'-0" N I FORM SPACE , INC ASPHAL� °�°y DRIVE/ PARKING ASPHALT DRIVE/IPARKING � 200 FIRST STREET SUITE 205 I NEPTUNE BEACH, FLORIDA 32266 C3 PLANTER design@200firststreet.com I 904-535-0270 ph 904-246-8402 fax co T BOLT METAL PLATE THRU BRICK TO I CONCRETE FOOTING BELOW(TYP) I 0 POUR CONCRETE FOOTING AS REQUIRED 01.< TO SUPPORT VERTICAL POSTS (TYP) _ — REDOL xLDDL Q %21P 1 s 8s•n'ol" w DDRB �s z > M ENTRY SECTION �sr �� I �s Ip1°°` EXTERIOR I grr � . Ir (� —/�� N I m I SITE BENCHMARK I �' m A-100 SCALE: 1/4" = V-0" SITE CONTROL SET NAIL& DISK, LB 6979 NOTES: I I ELEVATION11.81 I ` M 1. PLANTERS AND DECORATIVE PANELS BY OLD CITY IRONWORKS N 2178259.88 — — — — V `-, —I — 530812.94 I- 2.ALL CONNECTIONS TO BE CONCEALED 3. PLANTING BY OWNER O � 4. REFER TO LIGHTING SCHEDULE FOR LANDSCAPE LIGHITNG. MILD STEEL PIPE Z LL HANDRAIL 1 1/2"OD EXISTING SITE PLAN z Q TUBE SHAPE .. s "D HANDRAIL SCALE: 1/16"= 1'-0" 4 SUPPORT u II ALUMINUM PLANTER BOX BY OLD I Z CO W 3'-0" CITY IRONWORKS (TYP) I I co PLASTIC INSERT FOR PLANTING I `MMO/ 150.00' HANDRAIL TO RUN ALONG BOTH SIDES OF I - RAMP @ 36"A.F.F. OF RAMP SLOPE1%2"D TUBE RAIL SPACED ° CO SEE DETAIL 3/A-100 EQUALLY AT 5"OC/WELD TO I N 83.16'59" E 50'(Pu�1 VERICAL POST Q O z b ' CO POROUS MATERIAL FOR DRAINAGE K so'«u» , ,r ,eaxwrso-x T 4 C� C B ave+ cAh Fon T To TT *r � ��, > �fiT` ® CO , z TT TT� c (UNW01 USE) M �{ BOLT PLANTER TO BASE � R Prr ti T� TTTT> PROVIDE 1" WEEP HOLES @ 12" OC (BOTH ASPHALT PARKING ® W O �s,� NEW BUILDING 4"PVC ABOVEIIGJGRROUND O .� SIDES) — EXISTING PARKING BLD oeMs Q �I _ aTO REDUC eun.DwD TIES CONC E E AR F. REMOVE E CI TIN 44"W.WALK TO ST ET TO REMAIN IMPERVIOUS .- � 6" POURED CONCRETE BASE TOINCREA NE IMPERVMS �— —^ (O ° d AREA 30 S.F. 21-811 I W I NEW STRUCTURAL m PLANTER ENCLOSURE 3 HANDRAIL DETAIL SYSTEM AND A 2 PARAPET ROOF I 44"W.WALK TO STREET Ll PROJECT NUMBER: 15111 Z cli W Vo SCALE: 1/2" = 1'-0" SECTION A-100 SCALE: 1" = 1'-0" m I DATE ISSUED: FEBRUARY 5, 2017 W A N x L4 I REVISIONS: � I x D., CONCRETE WALK I OCCUPANCY CLASS: A- 2: ASSEMBLY GRE SSRAM DSGPP HC SPACE N ea RELOCATED ,pr. VARIANCE APPROVALS: ow PAWSim h PARKING VARIANCE (16-ZVAR-45) o 0 SHEET TITLE USE BY EXCEPTION VARIANCE (16-UBEX-41 ) N e EXISTING SITE ASPHAL CROSSWALK DRIVE/ PARKING ASPHALT DRIVE IRKING TO BE RELOCATED PLAN I SITECALCULATIONS■ I RE-STRIPE EXISTING SPACES EXISTING LOT = 177540 SF RE-STRIPE EXISTING SPACES I RE-STRIPE EXISTING SPACES EXISTING PERVIOUS = 11294 SF NEW PERVIOUS CALC = 1 ,295 SF � SHEET NUMBER NET CHANGE – 1 SF 0,3 OLD SCII B r NEDDL 6' NLDD! — OA. B.tiSE i MnM 9T I a S 89'17'01" W 150.797 *w ' PARKING REQUIREMENTS: � rr � Ir - •II ` a =t�PAml 00 SITE BENCHMARK I I SITE CONTROL I RESTAURANT: 38 REQUIRED SET NAIL& DISK, LB 6979 I - I NL�782D59.88ATN 1.81 I ON-SITE PARKING PROVIDED = 28 PROVIDED – _� _ _ _ _ _ I E530812.94— — — — I— — — — — OFF-SITE AGREEMENT PROVIDED =10 APPROVED PROPOSED SITE PLAN CDB ZONING VARIANCE 16-ZVAR-45 DATED 3/22/16 PERMIT SET ( ) �E SCALE: 1/16"= 1'-0" A GENERAL NOTES: 22'-10" 8-10' 9'-0" 16-5" ._...,, _... w 4 1. ALL WORK TO BE DONE IN ACCORDANCE TO THE MOST RECENT EDITION OF FLORIDA BUILDING CODES AND ALL OTHER APPLICABLE NATIONAL, STATE AND LOCAL CODES AND ORDINANCES. DOOR & WINDOW SCHEDULE 140t 2. VERIFY ALL EXISTING CONDITIONS AND MEASUREMENTS IN FIELD PRIOR TO CONSTRUCTION. VERIFY LAYOUT TYPE' F� SIZE GLAZ REMARKS' STAIR N WITH REFERENCE TO EXISTING CONDITIONS. ANY DISCREPANCIES SHALL BE COMMUNICATED IN WRITING TO THE 0 201 r 141A EXTERIOR H.M, TYPE B ._. .(2) 3-4,"X V-0" NEW CUSTOM DOOR _. .. . ...... ti NEW BLOCK ARCHITECT BEFORE CONSTRUCTION PROCEEDS. 102A STOREFRONT H M TYPE B 3'-4"X 8`-tl'" CLEAN FLUSH NOTE 3> FIRE-RATED r ... .. ..... _._.. .. . ..,... NEW BLOCK 3. IT IS THE BUILDERS RESPONSIBILITY TO ASSURE THAT ALL WORK IN IN STRICT ACCORDANCE WITH THE LATEST 103A STOREFRONT H.M. TYPE B' 3'-Q'"X 8'-0'"` CLEAR FLUSH NOTE 3: ELEVATOR � �, STAIR ENCLOSURE ......::...: .. . ..... ..... . .. - ENCLOSURE _ 2 EDITION OF ALL APPLICABLE CONSTRUCTION STANDARDS. 144A PAINTED WD. H.M. T`I'1-E B 3'-0'*X T V FROSTED SEE NOTE 1 &NOTE 2, PASSAGE � M 1048 PAINED WD. H.M, TYPE B...... 3'-4"X 7'-€}" ROSTED... _._ SE F _SEE:NOTE 1 &:NOTE 2 PRIVACY 4. ALL DIMENSIONS ARE TO FACE OF FRAMING OR CENTERLINE OF STRUCTURE UNLESS OTHERWISE NOTED. - 145A PAINTED WD H.M, TYPE B 3'-0" X T-4" FROSTED SEE NOTE 1 &NOTE 2 PASSAGE mcoo ; : 3 ELEVATOR 145E PAINTED WD_ 9{M TYPE B 3-0` X 7-4" FROSTED SEE NOTE 'I &:NOTE 2, PRIVACY 5. EXISTING AND NEW FLOOR PENETRATIONS TO BE WATERPROOFED. _ „q{ 105C PAINTED WD. H.M. TYPE B' 2'-4"X 7'-0" FROSTED` SEE NOTE 1 &NOTE 2 PRIVACY � 202 6. ALL INTERIOR WALLS TO BE METAL STUD FRAMING 22 GA. 2 O.G. UNLESS OTHERWISE NOTED. 6. 0 M @ 109A EXTERIOR H.M. TYPE B 3-0 X 7-€3 - PAINTED TCI MATCH EXTERIOR STUCCO ' f r 110A STOREFRONT H.M. TYPE B 3'-01# 7`-C" FROSTED TO MATCH GLASS WALL N N „, ... 7. ALL SHEETROCK TO BE 5/8 TYPE X UNLESS OTHERWISE NOTED. x ry ou' ER BI,� R BA I 111A S S. CLAD N M, TYPE B34-011 X 7'-4'" CLEAR FLUSH ELIASON PRODUCT NO. EHH3 f' .............................................:: 8. WHERE G.C. IS TO PROVIDE TYPE 'X' GYP. BD. FOR A RATED ASSEMBLY, THE TYPE 'X' GYP. BD. IS REQUIRED TO 1118 EXTERIOR H M TYPE B . S-€�'"X T- _ PAINTED TO MATCH EXTERIOR STUCCO N GO BENEATH THE SHEATHING AND FINISHES. 115A EXTERIOR', H.M. TYPE B..... 31-0"X T-0'* PAINTED TO MATCH EXTERIOR STUCCO WAIT 303 Atlantic Blvd. ... .. ................................................................... N 9. INTERIOR D N 1158 PAINTED WD. H M TYPE B:.. 3'-0'* X T-0".. _ . . FLAT SOLID CORE W1 PRIVACY HARDWARE � s'-1o° 4'-6° 203 O DORS ARE TO BE 4 OFF PERPENDICULAR WALLS UNLESS OTHERWISE NOTED. j'� Atlantic Beach, FL 32233 200A H.M. H.M. TYPE B 3'-0"X 7'-011 FIRE-RATED ..... 10. ALL EXTERIOR DOORS TO HAVE REQUIRED EXIT HARDWARE AND SELF CLOSING DEVICES. 2008 H.M. H M TYPE B 2'-6' X T-(3'" FIRE-RATED � ... .... .. .... 11. RESTROOM 202A EXTERIOR H M TYPE B 3'-0'"X 7'-€I PAINTED TO MATCH EXTERIOR STUCCO ES OOM DOORS TO HAVE SELF-CLOSING DEVICES AND LIGHT SENSORS AT DOORS. .. ...... ....... ....... ... ................. . .. ..... ......... ....... . W4 3'-4" 203A S S. CLAD H M TYPE B< 3' 0"X 7'-0`" CLEAR FLUSH ELIASON PRODUCT NO. EHH3' .:.. ... 6 ARCHITECT: 12. IT IS THE BUILDER'S RESPONSIBILITY TO ASSURE THAT ALL MANUFACTURED ARTICLES, MATERIAL AND 2 38. S.S. CLAD H.M. TYPE B 3' �" X 7' _. CLEAR FLUSH EI_I.ASON PRODUCT NO. EHH3 = / OFFICE Q EQUIPMENT ARE APPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED, ADJUSTED, OPERATED AND _2�4A PAINTED D H.M. TYPE B . .. ' t" X 7'-0'* ... .. FI_ATSOLI. CORE Wf PRIVACY HARDWARE _ ro , CONDITIONED AS DIRECTED BY THE MANUFACTURERS, UNLESS HEREIN SPECIFIED TO THE CONTRARY. BUILDER 205A PAINTED WD. H.M. TYPE B 3'-4" X T-4" FROSTED' SEE NOTE 1 &NOTE 2, PRIVACY � 204 � 8-6, Julianne N. Overby, RA 206A PAINTED WD I-I_M TYPE B 2'-4'"X 714' FROSTED SEE NOTE 1 &NOTE 2, PRIVACY "' M W4 3-0 2'-SHALL FOLLOW ALL INSTRUCTIONS TO SUSTAIN AND PRESERVE ALL EXPRESSED OR IMPLIED WARRANTIES AND ......: ..... ......... ... ..... .... ..... ....... .................. ...... .. . .. . . ....... ...... .. ... .............................. . . ..... . Architectural and Interior Design GAURANTEES. 247A STOREFRONT H M TYPE B 3' 0" X 8`-0" CLEAR FLUSH NOTE 3 i• i...... .. .. ......... . ...... .... .. .................................................. Julianne N. Overby,R.A. 2177E STOREFRONT H.M TYPE B 3 4 X 8-0 CLEAR FLUSH NOTE 3 �CL Jul y .. ... . .... .... .... .. .... / W1 = w�¢ 13. IT IS THE BUILDERS RESPONSIBILITY TO CHECK ALL PLAN DIMENSIONS & DETAILS FOR OVERALL ACCURACY " t ' --- o > W 245a Pullian Street 2{I7 . EXTERIOR' H.M.HMTYPE B' 3 4 X 7,p PAINTED TO MATCH EXTERIOR STUCCO APPROPRIATE TO THE SITE & FINAL SELECTION OF MASONRY, FLOOR JOISTS, LUMBER, STRUCTURAL MEMBERS, W1 FIXED H M TYPE B 4`-4"X S'-0"h CLEAR FLUSH NOTE 3 t-- NJ `` Jacksonville Beach, Florida 32250 VENEER, ROOFING, ETC. !tt/2 FIXED H M TYPE B 12'-2'"X 8' 0"h CLEAR FLUSH NOTE 3. A-400 F 4-8028 ...... ...... ...... ............ ... - N _ o co Email: jnoverby@att.net _1�3 FIXED H M TYPE B 9' 4"X 8'-4"h CLEAR FLUSH NOTE 3 `° � / _4 22'-10" ' 14. SUBSTITUTES FOR SPECIFIC MATERIALS & MANUFACTURERS SHOWN ON THESE PLANS MAY BE OFFERED BUT -... -- - - - --- .................... . 00 N.C.12109 .FL.AR-0017060-FL.ID-4621 W4 FIXED H M TYPE B 6'-0'"X 8'-4"h CLEAN FLUSH NOTE 3 SEE PLAN FOR DOOR LAYOUT �I I W5 � MUST BE APPROVED IN WRITING BY THE ARCHITECT AND OWNER PRIOR TO PROCURING OR INSTALLING. - - - ................... - -.... -- ............................. -........................................ - - _ WS FIXED H'.M. TYPE B 9'-fid'"x 5'- CLEAR FLUSH' NOTE 3 , BOT. OF WINDOW 39'A.F.F. � ROOF BAR G � CONSULTANT: 15. RESPONSIBILITY OF THE GC INCLUDES, BUT IS NOT LIMITED TO, PROPER INSTALLATION OF MATERIALS, M __._ .._.... ......... - 208 _: 400 OR DETAILS NOT NECESSARILY INDICATED N S TO HAVE 1 " H WIRE`2TRANSOM WITH GLASS 1 O � - b 3'-0" � F O R M S P A C E , I N C BATHROOM DOOR NAILING, GLUING, CAULKING, INSULATING, FLASHING, ROOFING, WEATHERPROOFING &ANY OTHER SMALL ITEMS w \ 00 C ED ON THE PLANS. 2:...USE XXX LEVER-ADA COMPLIANT LEVER BLACK FINISH � r 16. THESE PLANS ARE NOT INTENDED TO BE COMPLETE IN ALL DETAILS OF WEATHERPROOFING. USE OF A 3. STOREFRONT TO BE wOR EQUAL WITH BLACK ANODIZED INISHTO TC' r /WOMEN I��_ � � FIRST STREETS ITE 2 FINISH, MATCH WINDOW SYSTEM. 1 _ _ N 200 F U 05 VARIETY OF DIFFERENT MATERIALS CAN CHANGE DETAILS. ADDITIONALLY, VARYING CODES & REGULATIONS, f O NEPTUNE BEACH, FLORIDA 32266 FOUNDATION REQUIREMENTS, ELECTRICAL AND MECHANICAL PLANS CAN CHANGE THESE DETAILS. \� 06 w5 PICKUP w5 Nr design@200firststreet.com 17. FURNITURE TO BE COORDINATED, INSTALLED AND SCHEDULED BY G.C. (SEE FURNITURE PLAN). 23'-6" H 64" 3'-0" (0 904-535-0270 ph 904-246-8402 fax 18. ALL KITCHEN EQUIPMENT SUPPLIED AND INSTALLED AS NOTED ON SCHEDULE. EQUIPMENT TO BE COORDINATED AND SCHEDULED BY G.C. (SEE EQUIPMENT PLAN). A-400 0) 19. G.C. TO SCHEDULE & COORDINATE THE INSTALLATION OF OWNER PROVIDED ITEMS, INCLUDING, BUT NOT W5 ROOF DINING N LIMITED TO, FURNITURE, FOOD SERVICE EQUIPMENT, THE POS SYSTEM, SMALLWARES &AUDIO/VIDEO SYSTEMS. 207 A IN 0 CV 3 90'-5"STUCCO 9'-0"STUCCO lo r Z / c A-300 j NEW BLOCK �. 1 M STAIR ENCLOSURE wa w2 wa tV � �11'-8" 18'-4" 24'-6" 11'-8" 10'-0" 5'-5" 8'-10" — — — — — — � � NM lo 10 / EXTERIOR BALCONY a NEW BLOCK WALL ON EXISTING EXTENDED SLAB I CLOSET = I - // 209 \\ 200 vi 3'-2" 10'-10" 3'-2" 12'-2" 3'-2" 914" 4 g.. Q Z LL /—EXISTING BLOCK 9 I y` LWALL TO REMAIN 3-4" 1A'-8" - -� t ' , w I I a> 46'-7" W10 1 U EXISTING BLOCK WAL dN _ 8,_2.. n „ 2 SECOND FLOOR PLAN �.. Q < 9 MIDSTORAGE CD4 1 10 = ELEVATORI ,� I A 300 SCALE: 3/16" = V-0" Z (� W 11 -5° STUCCO 0 co DISHWASH o I 1 12 TSTI1G WALL TO REMAIN Z �\ in 202 ( 0 M ( 2 So LOCATION TO REMAIN 1 N SAND M EXISTING BLOCK 1 P PES WALL TO REMAIN 4EUAL ozREFER TO FOODCO 2'-4" 5'-0"SERVICE DRAWINGS c9 iv A 10" EQUAL = `' FOR KITCHEN " �® f - 5'-0" q iy BAR 60M ^I- `\ :f < EQUIPMENT - ° INFORMATION Ch 10 A-400 - // A301 W O - 108 6b 0 _ ' — 0 O < U Q N COOLER BO o w6 WO ENS' ®\ � \�J p W6 105 00 � 113 KITCHEN W6 _ _ N to _f ° EXPEDITER 9'-0" 28'-5" B WAIT — 22'-10" BRICK VENEER PROJECT NUMBER: 15111 QF1_0 9 MENS o EXISTING BLOCK WALL TO REMAIN EXISTING WINDOWSTOD DATE ISSUED: FEBRUARY 5, 2017 - ®/ 0 - 106 I 1 / OP REMOVED AND INFILLED � � A-400 o I ( / 104 — in „ , H O T I - 6-6 6'-6 6'-6' C� REVISIONS: Ln � — DINING 1 10 X o C A-400 co m b 107 I r 1 5 iv N 1 2'-5" 1 ` N w1 W1 co 8'-0" wi I I 5N LO 44'-10" " 3'-6" S-6" 4'-5" 4'-3" 5'-11" T-10" 1 W1 W1 W1 1 1 A-300 = STO RAG - - _ — — — 14-3' 1 -9 4-2 3-7 4'-2 3-4 4'-2' '-2' Can) A-300 115 ® \\ EXISTING CO J _ SHEET TITLE FINISH FLOOR 14.0 A 400 EXISTING FINISH z " �) ® FLOOR 12.98 \1 Ij R FLOOR PLAN SU(EAST BUILDING) Y5-0" ® I TO BE FILLED TO U EXISTING DOOR 9'-0 " 9'-0 " 9'-0 " MATCH EXISTING T 3-8 3-7 60 3-4' 1' m DOOR SCHEDULE E 10 FINISH FLOOR 17'- STUCCO 64'-0" BRICK VENEER ( d� 9'-6"TILE I ELEVATION DINING AND I APPROX. 14.0 N 1(WEST BUILDING) 102 3 WALL LEGEND: N H.C. RAMP @ 1:12 1 GENERAL NOTES z EGRESS RAMP 1 ENTRY 5_0_10 wa w SHEET NUMBER EXISTING CONSTRUCTION 1 N I w2 ws z 1 o LANDSCAPE NEW CONSTRUCTION /w// i Co PLANTER n N C3 \ o N / \ 10'-0" 5'-0" ._ IL 9"-4 3'_2" 12'-2" 3'-2" g'_4. 419" Aml 01 LOW WALL 2'_6" Q 2'-6" V-10" 3'-6" T-6" `n -8" EXTERIOR BALCONY OVERHEAD `" A FIRST FLOOR PLAN FURRING WALLA-100 LANDSCAPE o SCALE: 3/16° = 1'-0° W1 R-13 BATT INSULATION PLANTER Ch �► PERMIT SET • 14'-0" 32'-7"- 75SF LANDSCAPE PLANTER REFLECTED CEILING PLAN NOTES: COOP 303 - ATLANTIC BEACH STAIR 1. VERIFY ALL EXISTING CONDITIONS. type manufacturer catalog number lamp qty volts mounting type notes 201 ' 2. COORDINATE LIGHT FIXTURE SCHEDULE INFORMATION A Cooper Lighting 2GC$FA2A INVERTUNVEB$1 232WT84100KLAMPS 2 recessedlayingrid 2x4flourescents PROVIDED ON BOTH ARCHITECTURAL AND ELECTRICAL B Focal Point FLC33D-SO-90OL-UNV-LDI-T-BH-LC33-SO-90OL-30K-DNS-WFL-WH-WH LED CRI 3000K 1 recessed —refer lighting sheet o /! C Studio A provided by owner type A 40W 3 ceiling mounted bottom of the light at 6AFF M SHEETS. D Eurofase 28054016 E261ncandescent bOW 2 120V wall mounted Indoor/Outdoortop Q 8'AFF L SPECIFICATION AND FIXTURE INFORMATION IS E Resource Decor provided by owner type A 25W medium 1 120V ceiling mounted hung at various heights 00 f 3. ADDLTIONA S E1 Resource Decor provided by owner type A 25W medium 1 120V ceiling mounted hung at various heights '—LO �" � PROVIDED AND AVAILABLE ON FIXTURE CUT SHEETS. REVIEW F Hammerton Forge provided by owner type A 40W 6 120V ceiling mounted hanging pendant r N BEFORE INSTALLATION. G Progress Lighting P5774-30/30K 90CRI LED 90 CRI 3000K 1 120V ceiling mounted 1st floor Bar Area ELEVATOR 4. COORDINATE LIGHT FIXTURE LOCATIONS CONTRACTOR H Tech Lighting 700_ALVP M 16CP6 LED930 LED 90 CRI 3000K 1 120V ceding mounted host station 202 ' I Hinkley Fulton 3357DZ 100W 7 120V ceiling mounted Staircase M LL BE COMMUNICATED TO THE , ANY DISCREPANCIES SHA J Visual Comfort provided by owner 60W medium base 1 120V wall mounted picture light N CV PROCEEDS FOR LED tape 1 24 recessed and hidden Back Bar Shelves,Wait Station,restrooms ARCHITECT BEFORE CONSTRUCTION K Tube Lighting Products DSH-24V-W27 p vestibule,floating ceiling N COORDINATION. L Artcraft Lighting AC5663WH 6OW medium base 1 120V wall mounted restrooms vanities N N 0UTHIERRN & BAR. M Tech Lighting 700FJ-WDS-CC-LED930 LED 90 CRI 3000K 1 12V ceiling mounted 2nd floor bar WAIT 5. LIGHT FIXTURES SHALL BE LOCATED AS CLOSELY AS 60 N National Speciality Lighting LEDMD-WW BK LED 3800K+/-2000K 1 12V wall mounted stair tread \\ POSSIBLE TO LOCATIONS SHOWN ON THIS PLAN. O Jesco RK923-2-38-309-BK LED COB CRI 3000k 1 12V cabinetry puck light 303 Atlantic Blvd. 6. FIXTURES SHALL ALIGN WITH OR CENTER ON EACH OTHER P Bam Light Electric BLE-G-WHSI8-PC-100-G36-100 E2620OW max 1 120V wall mounted Exterior OB Q1 Resource Decor provided by owner type A 40W 1 120V wall mounted 2nd floor dining area Atlantic Beach, FL 32233 OR WITH ADJACENT ARCHITECTURAL ELEMENTS. Q2 Resource Decor provided by owner type A 40W 2 12ov wall mounted 2nd floor dining area 7. COORDINATE LOCATION OF LIGHT FIXTURES WITH HVAC R Vista Professional BR8202-G-B-U 3w LED 12v 1 planters-stacked planter fights S Emergi-lite B-LXN-XX-N-G-B-UA-CS LED 2.3w 1 surface exit sign-edge lite-black w/green lite � - Xtoria 013 LOW LED 1 wall mounted Exterior-over back service door OB GRILLS SO THAT THEY ALIGN WITH OR ARE SYMMETRICAL T Cooper Lighting OFFIC o° F.F. ARCHITECT: WITH EACH OTHER WHERE THERE MAY BE CONFLICTS. u Emergi-lite BLUXLZU W/UNIT 2 wall mounted emergency V Wac Lighting WS-W37617-BZ LED CRI 3000K 2 wall mounted expediter wall 204 CL 8. GRILLS & REGISTERS SHALL BE BLOCKED AS REQUIRED SO g'�0"F F � � Julianne N. Overby, RA THAT THEY CAN ALIGN WITH LIGHT FIXTURES. NOTES: 'CLG ..HT,:: :-;. ®B SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATIONS AND QUANTITY OF LIGHT FIXTURES ATCi111ECtllal ariC Interior Design 9. LIGHT FIXTURE & SWITCH LOCATIONS SHALL BE REVIEWED ARCHITECT TO PROVIDE/VERIFY FINISH SELECTION FOR ALL FIXTURES PRIOR TO ORDERING & APPROVED BY OWNER OR DESIGNER BEFORE INSTALLATION FOR ALL LIGHTING PRICING,CONTACT TIM SOHL, LC- Ardd &Winter Florida 904 599-8267 UNLESS OTHERWISE NOTED ON SCHEDULE MEN Julianne N. Overby,R.A. -- r- 2452 Pulliatl Street OF SHEET ROCK OR OTHER WALL & CEILING FINISHES. co 205 ... Jacksonville Beach, Florida 32250 �:. 0B 904-704-8628 10. SWITCHES SHALL BE LOCATED ADJACENT TO, BUT NOT 9'_o.,F.�F.:-•• :, OB INTERSECTING DOOR CASING OR TRIM. 7'- Email:Email: noverb c@att.net r.' ROOF BAR N.C.12109 J FL.Ax-0010•FL.ID-4621 11. GROUPED SWITCHES SHALL BE GANGED TIGHT 20 OB OB00 TOGETHER & SHALL BE COVERED WITH A SINGLE PLATE CONSULTANT: DESIGNED FOR THAT PURPOSE. CLQ.. HT .. ' 12. SWITCHES SHALL TYPICALLY BE MOUNTED 48" A.F.F. TO VRO MENS :fig `'.. ®B N FORM SPACE , INC co 206 . ... •: CENTER OF THE SWITCH. . 200 FIRST STREET SUITE 205 13. SUPPORT ALL FIXTURES FROM STRUCTURE OF BUILDING. `O FLORIDA 32266 NEPTUNE BEACH, REFER TO STRUCTURAL SHEETS FOR SPECIFIC DETAILS AS � ®e ®B ®B � � design@200firststreet.com REQUIRED FOR SPECIALTY FIXTURES. 904-535-0270 ph 904-246-8402 fax 14. VERIFY DEVICE & PLATE COLORS WITH OWNER OR ROOF DINING DESIGNER. 15. VERIFY LIGHTING TYPE & SWITCHING. — � 207 N CLOSET. � '®B ®B ®IB � 16. FLUORESCENT LAMPS SHALL BE "WARM WHITE DELUXE" UNLESS OTHERWISE NOTED OR SPECIFIED ON THE 200 a 10'-0" F.F. �r U c� CLG. HT. O �\ L– J SCHEDULE. c, O J N 17. ALL LIGHT BULBS SHALL BE COMPACT FLUORESCENT co OR LED BULBS UNLESS NERWISE NOTED OR SPECIFIEDIN N ON THE SCHEDULE. J. A A A STORAGE O o ELEVATOR N Lo WA H '-0" F F. � \ 202 O Z V- 1S LG. T. 1 \ � \ N M 12 \ Q N 0 0 A � Lu Z ® / SECOND FLOOR REFLECTED CEILING PLAN o'- CJ 10'-0" F.F. SCALE: 3/16" = 1'-0" I"^ BAR OB CLG. - ®B W 6 OB z � 0B 9 000 108 : CLG::HT.: ._�.WOM' .�'' F— COOLER OB z 10'-0" F.F. PN M Q 113 E PE IT R WAIT 17 n 1 9 31-0 106 CLG. HT. 1'0 W00D ry O ,� / ACCENT HOST r U O DINING r FD 103 9'-0" F.F. 9,- F.F. c� CLG HT. CL . HT. I 107 I oOB Ilk LCs.-H'T'. F 7'-0° F.F. _.l$l_ F 2' �, PROJECT NUMBER: 15111 CLG. HT. - _ m DATE ISSUED: FEBRUARY 5, 2017 10'-0" F.F. o0 REVISIONS: A FA--� LH J CLG.HT. a, O ` > � � ®B ®B ®B ®B ®B � ®B � ®B 88 8B D D D –+E— - _ _ _ _ p P P P P P P \ E1— E1—�E1� E1��E1�+E T DINING � N ®B 11020" F. 0B OB SHEET TITLE H.C. RAMP @ 1:12 CLG. HT. EGRESS RAMP ENTRY REFLECTED 101 D D CEILING ®RLANDSCAPE ®R PCX PLANTER PLAN 2Z'-0" 4 0 I'0" 4'-0" I'-0„ / \ SOFFIT ATTACHED SOFFIT ATTACHE OFFIT ATTACHED SOFFIT ATTACHED TO ROOF DECK TO ROOF DEC O ROOF DECK 1 TO ROOF DECK &SUPPORTED BY &SUPPORTED B SUPPORTED BY &SUPPORTED BY THREADED ROD THREADED ROEHREADED ROD EXTERIOR BALCONY OVERHEAD J THREADED ROD L- - - -- ---- -- - - - - - --- - - - - - - - - -- -- - - - -- --- - - - SHEET NUMBER N ❑ ❑ R R LANDSCAPE R R PLANTER 0 WOOD CLAD DROPPED ACCENT SOFFIT LIGHT FIXTURE 30'0" i� . 1 n m LIGHT FIXTURE O O 1 ACCENT SOFFIT DETAILS LL FIRST FLOOR REFLECTED CEILING PLAN a SCALE: 3/16" = V-0" A 2 A-102 SCALE: 3/8" = 1'-0" 0 o 0 PERMIT SET a -• i •• i - • • - - • • - • -- i . . , . - , • - . : • : - - e - . : , . . _ . : . - - • . : . . - %I®II IIT'.; i i . i • .• . �iiiiiiiiiiiaiiiiiiiiiiiiiii/I®_III IIII • • . . .. � • - IIII �� • • • ! • • • • • • 1�1._a._�► w w UP KILl X11= ;. ; �_ ;_�_� • i - •• - -• i : - •- • • • - -• : - . - j�l� G • • •1���!•!•-•-•-•1%11� .� .,;�►-,v„Ii:�►�1111���!•1 ..: : �j � - � i• e - • • • • • •• i i • j�• • _ l�� �•�!�!�•�•��%" % % Nl�l1��/rr�rr/rr j i / % •� �ji► � • 11; 1-1-11,• • • • • • � �' �►�1-• il _ �' L-w = MCI OR pg �w-w� 10 �A1 � • • �% �II) �•� � � � , j j► • • • ! ! . �I w w w w �I re- ' ���������A►���Ilir��li�•!-••1�► • • • • N • f r • • • - �"i�- .: ,•-•-�+�1�-•�1 11 • • • ! 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'SIN:JI��[! :■V■■■■■■■■■G;��I.:1G:�i1■■■■:::i\�����t ■■1■EN■■■.�� _jmml■llgmilli �r���C\I��������e�����\■■�Illl■■■.III\\IIJ■■■■IIG�\�,�!1■Il���r■■■■ISI r�■�:iiii■I�■1■IJ _ -- ISI rfz\I■■■■_.----J■■■■■■l1■■11111■■■IJ,irIIaJ . - I II■■■■■IV. :.■■■■I■■i - � '��GII=■� 1�■■�1i1■■III■I'�11 ■■I:CC■=�l===::CC■Ca■i ' : ISI! ������������������ JI . : II■■■■11111�111�1!�.1II�,��i1■■■■ILIn nin!IN����� Il�I - - //%///%/%/%I i ----- 1''////%//%//%i -- -i--- -I- -_---i=r�%/%//%%i ------ i--------ice■ii I FURNITURE NOTES: , .. .. :_ _............. .......;y, 1. FURNITURE SHOWN FOR INFORMATION, QUANTITY AND APPROXIMATE LAYOUT LOCATION. STAIR 2. SPECIFICATIONS TO BE DETERMINED BY OWNER AND PROVIDED TO CONTRACTOR ON A 201 rr SEPARATE SUBMITTAL. 3. FURNITURE DELIVERY TO BE SCHEDULED AND COORDINATED WITH THE OWNER BY THE co GENERAL CONTRACTOR. co L0 COO ELEVATOR 202 rn M zt CN o r A SC)'(. E N ISTRO & RAP N N 303 Atlantic Blvd. G\W Atlantic Beach, FL 32233 / CUBE DDDLB ARCHITECT: OFFICE ° 1 F2_0_41 Q Julianne N. Overby, RA Architectural and Interior Design / _ I Julianne N. Overby, R.A. 2452 Pullian Street M N�\ Jacksonville Beach, Florida 32250 r – — — 904-704-8628 2I 5 l�ll— M Email: ma o�j overoo @ot . eD-a6zi FURNITURE SCHEDULE Type Description Qty Size Item # Material Description Material Vendor Notes O jLO A BARd CONSULTANT: d B 208 C , —I 1 O1 M G,W 0 F O R M S P A C E , INC D low fog =A I WOMEN$— 200 FIRST STREET SUITE 205 NOTE: Vendor for all above items is: —�— 06 N Lj U Lj Lj U U Lj U Li Lj Lj LiNEPTUNE BEACH, FLORIDA 32266 T.B.D. design@200firststreet.com IMPORTANT: All furniture will have a minimum lead time of 10-12 weeks!! --� 904-535-0270 ph 904-246-8402 fax 00 N4NG N jI N N WALK-IN BEV. Z Li COOLER ULJO m-j tY) WALK-IN _0 �\ � W N FREEZER W N Q CLOSET / — LL 200 ' O z LL Z < .. WBULK d1h N, \CD2 TANK WAREWASH STORAGE 0 Q Q SECOND FOOFURNITURE PLAN ELEVAT LO Z CO W CUBE DISHWASH 110 2-8 \ 202 SCALE: 3/16°= V-0 O m SQUARE lOOOLB ICE112 \ cN Z \ N ° . 1 CM T _ C� �C CY) Z 7 1 B BAR \\ Q WALK-IN ° s• 7 -6k "ia'.9 ° / I COOLER Nis Lmob OME BE -- a'_ p < OOLER % -49 * "WOMENS'� — 113 I Q * Q Q Q Q Q Q Q Q Q Q Q Q Q POS \ 105 PREP I KITCH /'KITCHEN / I G�E P D L ` I, I 1 q ® WAI G, MENS PROJECT NUMBER: 15111 70� 10 / / 0 36 L SVC. 104 / — DATE ISSUED: FEBRUARY 5, 2017 II ° E, STATION ;� J /"- " DRY ° ' HO �� _ REVISIONS: STORAGE Lo sK"`E' x DINING 10 >' _LLPASS O r 107 I N zaxaGXPO5 \ � M /ate SODA � 0LjLi 0000 Cp ® BIB LOCKERS Co 90RA k= ° a , ` SHEET TITLE i� F IL N ® ® ® ® r FURNITURE \ © ® © © LAYOUT \ a DINING W 102 PLAN co H.C. RAMP @ 1:12 EGRESS RAMP ENTRY Fl-6-1-1 SHEET NUMBER ANDSCAP LANTER A= 1 EXTERIOR BALCONY OVERHEAD ❑ ANDSCAP FIRST FLOOR FURNITURE PLAN ElPLANTER ,r PERMIT SCALE: 3/16" = 1'-0 S E T _..., .._.. .> ---...... ----....-. ...._w ROOF PLAN NOTES: ' y. 1. DO NOT SCALE DRAWINGS. 2. IF DIMENSIONS ARE IN QUESTION, THE ROOFER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE CONTINUING WITH CONSTRUCTION 3. BUILDER SHALL VERIFY ALL DIMENSIONS & CONDITIONS AT JOBSITE. 4. SEE FLOOR PLAN FOR BUILDING DIMENSIONS. E 5. ALL ROOFING AND ROOFING DETAILS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH INDUSTRY STANDARDS AND MANUFACTURER'S INSTRUCTIONS. 6. ROOFING SUBCONTRACTOR SHALL HAVE APPROPRIATE LICENSE(S) AS REQUIRED IN JURISDICTION OF CONSTRUCTION. coo 7. NO WORK SHALL CONFLICT WITH THE MANUFACTURER'S GUARANTEE OR WARRANTY. .f 8. WRITTEN WARRANTY SHALL BE PROVIDED TO OWNER AND INCLUDED IN THE CLOSE OUT DOCUMENTS PROVIDED BY GC. 9. PROVIDE FLASHING AS PER DETAILS OR AS PER SMACNA IF NO DETAILS ARE SHOWN WHERE ROOF PITCH CHANGES OR WHERE ROOFING INTERSECTS WITH VERTICAL , 5,0 I ERNI SI'lR BA SURFACES. 10. THE INSTALLATION SUBCONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL ROOFING WORK . 303 Atlantic Blvd. 11. ALL EXHAUST FAN, VENT, FLUE & STACK OPENINGS ARE TO BE CUT & SEALED BY BUILDER. 12. ROOF VENT TERMINALS SHALL BE 12' AWAY FROM AND 2' ABOVE ANY AIR INTAKE, DOOR OR WINDOW, 18" AWAY FROM ANY VERTICAL WALL EXTENDING ABOVE ROOF Atlantic Beach, FL 32233 VENT, AND NOT BELOW ANY ROOF EAVE, OR AS REQUIRED BY LOCAL CODES. ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 Email: jnoverby@att.net N.C.12109 -FL.AR-0017060-FL.ID-4621 CONSULTANT: FORM SPACE , INC 200 FIRST STREET SUITE 205 NEPTUNE BEACH, FLORIDA 32266 design@200firststreet.com 904-535-0270 ph 904-246-8402 fax 0 Z > � O N F-- N <C U CY) > 1- 0z � z � = wJ F-- `z Q zCY) w Qcy) 0rn D (y) E_ QQz I— < tno.. � 27'-9" SAFETY RAIL TO ALIGN WITH ROOF TOP LANDSCAPE ARE jj W O 3'-0" \ L.L.. O z MECHANICAL UNITS p NEW PARAPET ROOF ABOVE NEW PROJECT NUMBER: 15111 EXISTING ROOF ¢ NEW STRUCTURAL STRUCTURAL SYSTEM STRUCTURAL SYSTEM_ � SYSTEM AND PARAPET DATE ISSUED: FEBRUARY 5, 2017 TO REMAIN WHERE O ROOF REVISIONS: NOT REQUIRED TO BE UL RE-ENGINEERED FOR O NEW RENOVATION O 41 tY u, %ftaaah vv- SHEET TITLE 27'-9" ROOF TOP PLA ERS7 ROOF 0 PLAN NEW PARAPET ROOF SHEET NUMBER A= 1 ROOF PLAN ^► PERMIT SET SCALE: 3/16" = V-0" • 4 3/8" EXTERIOR FINISH NOTES: _. __. w;_._ .Ww" PVC , __..___ n , 1. CONTRACTOR TO PROVIDE STUCCO COLOR AND FINISH SAMPLES MINIMUM 3'x3' IN SIZE FOR APPROVAL PRIOR TO APPLICATION. CONTROL JOINT 3/8 EXTERIOR FINISH SCHEDULE 'yy J 2. ALL JOINT LOCATIONS FOR EXTERIOR FINISHES TO BE APPROVED BY ARCHITECT. TYP. STUCCO FWIs TAG DESCRIPTION s ;.. ON METAL LATH EXISTING WALL /� I 3. EXTERIOR TILE APPLICATION PER MANUFACTURER'S SPECIFICATION. (j) ` PAINTED BRICK VENEER: AS SPECIFIED ON FINISH SCHEDULE 404 40mi 2 STUCCO COLOR : TO BE DETERMINED . col I. : : .. NOTE: M 11 ;; EX RIOR TILE SH TS• 4'x10' - AS SPECIFIED ON FINISH HED '' '' 1 :.:.. • ;. `'. '• ': ' :' , :. : ' : . FROM EN TO 3 SC ULE �...;"'� . : , -... . : . . :': END,VUNI TERUPOTEDR BY HOI RIZONTTA L CO TROL JOINTS. - p TE EE : . . . . _ � O LI I H E I' IST R a � BAR : :, ..' .:. , .; .. ... 11 11 11 III it IE HI . . . : .: . . . •. '. .. . .. . . .IIIIII IIIII . 11 [ fill - ...' .. . . .. . . ..: . . . . ,'", , .... ........ ......... .. .. ..... .. . ...... . . ...... .... : . ' . ; . ..' . :. . ' ' .: ':' . . •. LI BLACK METAL MATERIAL: TO BE DETERMINED `' ,. : . 1 :.. . 1DETAIL Ililill .. . . . . . . , ..: .: . . :. . . IIII I I fill 11 I I I I [ I . I . .. .. . . - A-too SCALE: 3" = 1'-0° 343 Atlantic Blvd. IIIIIIIIIIIi .1III . . .' .• .: .• ' . ... . Atlantic Beach, FL 32233 • • 3 .1. .. A 300 w 1 o 1. •'. 4) .. - O' *J: ...'.. A .t3. - ARCHITECT: m�- ��� . °° .. . .. - ,. - .. . .. ' . ' . - .. . " % " . JulianneOverby, N. RA . . , . : . . .. . : .. :: .. :: .' . :.. :• ; :: : ; Architectural . an Inters r D . d 'o Design - :. . . .. .– - �'% .. .. . . . . . • . . V .. . . . - _ Julianne eOverby,R A J N 2 n . 452 u . .. . 2 - . P llia Street ; ... 2 2 0• :. . :' lr . . .: Florida 250 . :. , . . - . . . . Jacksonville B - - e each F 32 . .. .• . . . . . - . . . _ . . . - . .. � 904 704 8 8 \ . . . ,. . .. n Erna'1 c� n / 1 . overb tt. t 0 . Y G a e . a / .. N.C.12109 •FL.AR-0017060•FL.ID-4621 . . . . . % / . . . . .; . .: r : : : . . CONSULTANT: / . . . . .. \ •�$ . . - * . .. .. \ . : ... .. . . . •., ,: :. •: : : .: FORM SP AC. . S ACE , INC NORTH ELEVATION 200 FIRST STREET SUITE 205 B A-zoo SCALE:3/16"=1'-0" NEPTUNE BEACH, FLORIDA 32266 A 303 2design@200firststreet.com 7- --- - - - - - -- �A-300 904-535-0270 ph 904-246-8402 fax - N N - N 1 1 . . .. . . . .. D IIll . . - 7 M b 1 Z • 1 . . `. . ' {'7 • J . .. .. O 1 .. _ N :. m 10 N . I_ .. M .. 3 <C . . . . . . . ' . .. . . . .. — / - , . .. . . . 3 I-- J 1 a 2 2 L.L I Ill . .. . . o z . . -' - . /' . Z Q 2:. 2: / ' J = o1. W I - . I %T . . .. ... .. - . N - - - - - - - - - - W . : .. . 4. .. , .. .. Z p . N O m . - . .' .�T _ - - - - - - - - - - - <C M 2-o' 6'-0 - . . - . . . . . . U . 0_ • . . . . . _ . . : . .. .. ter) . :. . F ..... . . . . 0 . . . . <C z R . . (� 2Ill 2 1 IIII o . . I--- ' n . . • ti • - .. : '. i .. . . . 1. O I- - . . I. .. . . . . . • .. d � II 'I 'l 11111111T . O --j- - - - - - - - - - - - - - - - - - - - - - - - - - -- r , EAST ELEVATION o WEST ELEVATION A-200 SCALE:3/16"=T-0" A-200 SCALE:3116"=1'-0" Y-141 A PROJECT NUMBER: 15111 11 A soo A-303 DATE ISSUED: FEBRUARY 5, 2017 ,— —— — — — — — REVISIONS: N - 1 9 "all "h'I I I I jI 11 t .1111 . 1 I . I I Ill IIIII I1 "t O I N11 O .:: oma--'/ 1 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 1111 11 11 I 11 11 11 11 11 SHEET TITLE :1 � - 111111111111111 - H1111111111111111111111 1111 3 27'-9"SCREEN WALL WITH PLANTERS .. / \ N EXTERIOR A 300 `� METAL AWNING I O ' �-)' \ � ELEVATIONS 11 SEE DETAIL O - . .. - 3 ' : . . N I M ' -% - ' - :. 1 1 •. ' � I SHEET NUMBER ... . ' 1 3 3 3 - 10 . . .. ..... . . ..'.. . , L-L.J. 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 I I I I I I ---] . \ / \/ . . -. , ,:. ..� I- .. . I I L- 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 -1 - = , 1 \ . -:.,I . .(l �: / (I - (�) 4) . . . / 1 a . / \ / 1-- -- — - - - - - - - - - - - -� — \ / \ / 1 / SOUTH ELEVATION. . I a \ - 170�- j I - I - - - .1 / � - - -- - �� w \Ir 64'-O" BRICK VENEER g'_g" A I � A EN ARCED ELEVATION — �) ^ PERMIT SET A-200 SCALE:3/16"=1'-0" nan eCYE,n•- — — FLASHING &CAP FLASHING OVER P.T. WALL CAP CONT. P.T. 1x FLASHING & CAP VARIES s FLASHING OVER PARAPET P.T. WALL CAP VARIES CONT. P.T. lx STUCCO FINISH BACK 3 PARAPET _ STUCCO FINISH SIDE OF ALL PARAPETS 2"x8" STUCCO TRIM co s ... ; :€ 00 BACK SIDE OF ALL STUCCO STOP AROUND PARAPETS OPENING EACH SIDE I; STUCCO STOP W/ FLASHING ALL SIDE 2x8 STUCCO INTERLOCKINGSOUTHERN 81t3VTR � BAR TRIMCOUNTER FLASHING OF OPENING 303 Atlantic Blvd. CONT. CANT STRIP - Atlantic Beach, FL 32233 ALUMINUM SCUPPER W/ LEADERS PAINTED FINISH ARCHITECT: CONT. ROOFING Julianne N. Overby, PA MEMBRANE INTO Architectural and Interior Design SCUPPER g Julianne N. Overby,R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 WALL DETAIL 2 WALL DETAIL 904_704_8C28 1 Email: jnoverby@att.net A-300 SCALE: 3/4" = V-0" A-300 SCALE: 314" = 1'-0" N.C.12109 •FL.AR-0017060•FL.ID-4621 CONSULTANT: ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH LICENSED ENGINEER OF RECORD FOR THIS PROJECT. LICENSED ENGINEER OF RECORD FOR THIS PROJECT. F O R M S P A C E , INC SHOWN FOR DESIGN INTENT ONLY, SHOWN FOR DESIGN INTENT ONLY. 200 FIRST STREET SUITE 205 B NEPTUNE BEACH, FLORIDA 32266 - - - - - - - - - A-302 +30'-8"A.F.F. + 32'-8" design@200firststreet.com d TOP OF PARAPET ABOVE GRADE 904-535-0270 ph 904-246-8402 fax 04 MECHANICAL UNITS + 28'-44"A.F.F. ABOVE NEW ry TOP OF PARAPET STRUCTURAL SYSTEM 6 +26'-4"A.F�F. (� iv TOP OF JOIST +24'-4"A.F.F. - -I - - - I CEILING Q I z > � Q J N N CO a —� o O z LL N z Q _ + 12'-4"A.F.F. J = FINISH FLOOR - - — -j `a - - - - w I � _ + 10'-0" -- - - - -- A.F.F. < Q CEILING - - — p Q zw W O m W o < M b U o o X M — ' I Z W o � lul z F — � < 0 z _ - W I ~ Q _ + 0'-0"A.F.F. J — -1 FINISHED FLOOR - -— 3 BUILDING SECTION w O� 0 A-300 SCALE:3/16"=1'-0" 2 BUILDING SECTION U A-300 SCALE:3/16"=1'-0" +30'-8"A.F.F. NEWEXTERIOR TOP OF PARAPET N WALL CO FINl sH PROJECT NUMBER: 15111 o NEW SECOND FLOOR ROOF STRUCTURE N PER THE ST DRAWINGS DATE ISSUED: FEBRUARY 5, 2017 +26-4"A.F.F. TRUSS BEARING REVISIONS: +24'-4"A.F.F. CEILING NEWEXTERIOR WALL W/NEW SCREEN WALL WITH PLANTER STUCCO FINISH EXTENDED 8" TO CONCEAL MECHANICAL , EQUIPMENT iv CMU EXTERIOR WALL W/NEW + 154"A.F.F. BRICK VENEER SHEET TITLE TOP OF PARAPET NEW ROOF STRUCTURE EXISTING ROOF STRUCTURE TO BE REMAIN p PER THE STRUCTURAL DRAWINGS /—EXISTING FIRST FLOOR ROOF TO BE REMOVED FOR RENOVATIONS ctOIL AND REPLACED WITH NEW FLOOR STRUCTURE BUILDING + 12'-O°A.F.F. PER THE STRUCTURAL DRAWINGS PER THE STRUCTURAL DRAWINGS + 12'-4"A.F.F. TOP OF STRUCTURE 2ND FLOOR F.F. UTISECTIONS + 1.0-0 A.F.F. 10'-0"A.F.F. CEILING CEILING 0 EXISTING 8"CMU SHEET NUMBER EXTERIOR WALL EXISTING 8"CMU W/NEW STUCCO EXTERIOR:WALL FINISH W/NEW BRICK VENEER +0'-0"A.F.F. Ak - - - - -- -- - - - - -- - - - - — — — • —• — •— - -• — —.— . —. .. .. .. — . — — . — . —.—. —.—. — .— .— . — . —. —. —.— . —. —. —. — . — .— — . —. —. ._.—. — . — —. —. —. _ . — . — .— — — — — — — — — — — — — — — — — — — — - - -- - - - - -- -- ... — . — .— .—.— . — . FINISHED FLOOR A=300 .: 1 BUILDING SECTION ALL STRUCTURAL INFORMATION TO BE VERIFIED WITH A-300 SCALE:3/16"=1'-0" LICENSED ENGINEER OF RECORD FOR THIS PROJECT. SHOWN FOR DESIGN INTENT ONLY. '� PERMIT SET 91-011 WALL TYPES: EXTEND STUDS & EXTEND STUDS & EXTEND STUDS & r' —EXTEND STUDS & SHEATHING EXTEND STUDS & SHEATHING TO SHEATHING TO �.TO STRUCTURE ABOVE SHEATHING TO SHEATHING TO STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE STRUCTURE ABOVE 1/2" DURAROK BACKER 5/8" PLYWOOD WITH 1/2" DURAROK N f BOARD OR EQUAL FRP PANELS OR SS FOR CERAMIC TILE 5/8" GYPSUM FOR CERAMIC TILE 5/8" GYPSUM 5/8" GYPSUM coki WALL BOARD OR STONE VENEER WALL BOARD WALLBOARD PUBLIC PUBLIC RESTROOM RESTROOM KITCHEN KITCHEN PUBLIC OFFICE PUBLIC RESTROOM F%` .• , 1 LIGHT GAUGE METAL LIGHT GAUGE METAL LIGHT GAUGE METAL WOOD STUDS mak. 0, :UT IBWR� H BA i STUDS @ 16" O.C. STUDS @ 16" O.C. STUDS @ 16" O.C. LIGHT GAUGE METAL i @ 16" O.C. W/ CONTINUOUS STEEL ......... W/ SOUND ATTEN. W/ SOUND ATTEN. STUDS @ 16" O.C. BATT INSULATION SOUND ATTEN. W/ SOUND ATTEN. TUBE HANDRAIL 303 Atlantic Blvd BATT INSULATION 1,-5/8" PLYWOOD WITH BATT INSULATION BATT INSULATION (SEE DETAIL FOR lo FRP PANELS OR SS MOUNTING BRACKETS) Atlantic Beach, FL 32233 SECURE WALL SECURE WALL SECURE WALL SECURE WALL SECURE WALL TO SLAB TO SLAB TO SLAB TO SLAB TO SLAB 20 TREADS @ +/-12" EA W1 W2 W3 W4 W5 22 RISERS @ +/- 6.75" UP ARCHITECT: EXTEND STUDS & 1".. EXTEND STUDS & %4°NOMINAL GAP FILL WITH3'_4,� 3' il'�TEND STUDS & SHEATHING TO SHEATHING TO ACOUSTICAL SEALANT Julianne N. Overby, RA EXTEND STUDS & SHEATHING 3" MAX. 1 HR. RATED WALLArchitectural and Interior Design SHEATHING TO STRUCTURE ABOVE STRUCTURE ABOVETO STRUCTURE ABOVE STRUCTURE ABOVE EXTEND GYPSUM WALL BD EXTENDED TO LANDING Julianne N. Overby,R.A. " DURAROK BACKER 1/2" DURAROK BACKER TO FIT DECK CONFIGURATION CAP WITH STEEL CAP 2452 Pullian Street 5/8 PLYWOOD WITH BA KER BOA BOARD OR EQUAL BOARD OR EQUALBACKER BOARD � Jacksonville Beach, Florida 32250 FRP PANEL OR SS FOR CERAMIC TILE FOR CERAMIC TILE EXTEND STUDS & SHEATHING 904-704-8628 OR EQUAL FOR BOTH SIDES TO STRUCTURE ABOVE5/8" GYPSUM WALL BOARD 5/8" PLYWOOD { ) \ Email: jnoverby@att.net CERAMIC TILE WITH FRP PANEL OR SS 5/8"GYPSUM WALL BOARD \ N.C.12109 -FL.AR-0017oco•FL.ID-4621 5l8" GYP. BD. TAPE ALL JOINTS AND SCREW HEADSCONSULTANT: PUBLIC KITCHEN OFFICE RESTROOM RESTROOM KITCHEN RESTRORESTROOM I TO MEET FIRE RATING LIGHT GAUGE METALLIGHT GAUGE METAL STUDS PUBLIC STORAGE STUDS @ 16" O.C. LIGHT GAUGE METAL STUDS @ 16" O.C. TURNED FLAT@ 16" O.C. F O R M S P A C E , INC W/ SOUND STUDS @ 16" O.C. W/ SOUND ATTEN. BATT W/ SOUND ATTEN. BATT LIGHT GAUGE METAL STUDS W/" O.C. - ATTEN. BATT INSULATION W/ SOUND ATTEN. INSULATION INSULATION @ 16 �' 200 FIRST STREET SUITE 205 5/8" PLYWOOD WITH BATT INSULATION 112" DURAROK BACKER Irl/2" DURAROK BACKER SOUND ATTEN. BATT INSULATION . NEPTUNE BEACH, FLORIDA 32266 FRP PANEL OR SS BOARD OR EQUAL BOARD OR EQUAL 1 HR RATED design@200firststreet.com 5/8" GYPSUM WALL BOARD SECURE WALL FOR CERAMIC TILE FOR CERAMIC TILE STAIR TO SLAB SECURE WALL WITH 904-535-0270 ph 904-246-8402 fax .\-5/8" PLYWOOD (BOTH SIDES) TRACK TO SLAB (UL RATING U419) Wg SECURE WALL WITH FRP PANEL OR SS FILL WITH ACOUSTICAL SEALANT TO SLAB W7 W8 SECURE WALL TO SLAB W9 SECURE WALL TO SLAB W10 DESIGN UL 419 (SEE DETAIL ABOVE FOR INSTALLATION SPECIFICATIONS) Q Design No. U906 Z ` �1f� Moroh 11,2016 L• ,/ /1P1 'Bearing Wali Rating—2 HR. W ` V Nonbearing Wall Rating--2 HR. his design was evaluated using a load design method other than the Limit States Design Method(e.g.,workin Stress Design Methad).For iurisdietians empluying the Limit States Design Method,such as Canada,a load V restriction factor shall be used—see Guide NXUV.or B'XU'Y7. *indicates such products shall bear the LIL or CUL Certification Mark for jurisdictions employing the:LIL'or-cUl DECORATIVE LIGHT Certification(such as Canada),respectively. FIXTURE O z LL -r-- —' (SEE LIGHTING Z Q CDFIXE) � 5- ' TURE SCHEDULE) LLI J � PAINTED BRICK WALL Hol'tZ6fi�(,1 sech 1.Concrete Blocks*—Nominal 6 by 6-:by 15 in,hollow or solid-Various designs.ClassificatrrBEYONDn{2.hr), � � W ' ' 1 See Concrete Blocks category for list of eligible manufacturers. ANCHOR CONCRETE PRODUCTS INC DECORATIVE PIG GAGNEt4SON CONCRETE BLOCK INGSNOUT DISPLAY WALL M GLENW OGD MASONRY PRODUCTS � r Allowable compressive stress of 57%of max allowable compressive stress in accordance with the ernpiridal design mathad. BLDCASTLE APG SOUTH INC,DBA ADAMS PRODUCTS O N �C z WESTBROOK CONCRETE BLOCK CG INC Ailoinable compressive stress of 75.60k of max allowable compressive stress in accordance with.the empirical design method. 1...1.. 2.Mortarr—Bl blacks ioid in full botl of mortar,nam.3l2 in,think,of not less than 2-114 and not more than 3- 1/2 parts of clean sharp sand to 1 part Portland cement(proportioned by volume)and not more than 50 O percent hydrated limem (by cement volue) Vertical joints staggered, 3,Portland Cement Stucco or Gypsum Plaster Add 1/2 hr to Classification if'used Attached to O concrete,blacks{:Item 1}, 4.Foamed Plastic*—(Optional-Nut Shown) 1=1/p'in,thick max,4'ft wide sheathing attached to connate in, (.Item 1). / PROJECT NUMBER: 15111 DATE ISSUED: FEBRUARY 5, 2017 REVISIONS: 2 /2" MIN CLR O MILD STEEL PIPE 101, CONTINUOUS TUBE HANDRAIL 1 1/2" OD TUBE SHAPE STEEL HANDRAIL WITH O N 16 GA. MILD(BLACK)STEEL CAP W/2"TURN-DOWN @INTERIOR BRACKET W/SET SCREWS MOUNTED TO BRICK STAIR WALL FROM LANDING TO WALL THE SECOND FLOOR @61/2"A.F.F. OF THE LANDING 16 GA.MILD(BLACK)STEEL PLATE 3/4" D HANDRAIL SUPPORT---,.,_ LIGHT RECESSED INTO I I I I I I I I I SHEET TITLE 2-1/2" D PLATE WITH 2 BOLTS. INTERIOR WALL 0 @ 2"STAIR NOSING WITH @ DECORATIVE BOLTS CINCH ANCHORS PER EACH STAIR RISER (SEE WALL RECESSED LED FIXTURE IN CENTER LIGHTING FIXTURE PLATE FASTENED TO WALL. A� D STAIR WALL CENTERED 16 GA. MILD (BLACK) =="= SCHEDULE) O AT EVERY OTHER STEP (SEE LIGHTING FIXTURE SCHEDULE) STEEL PLATE @ STAIR 16 GA. MILD(BLACK)STEEL PLATE TREAD WITH TEXTURE STAIR @ FACE OF RISER TO MEET SLIP M COEFFICIENT DETAILS 16 GA. MILD (BLACK) FACE OF WALL O STEEL PLATE @STAIR SHEET NUMBER 0 NOSING WITH DECORATIVE BOLTS 0 PAINTED DRYWALL ON INTERIOR WALL WITH METAL CAP 16 GA MILD STEEL O A=301 PLATE @ RISER FACE BENEATH NOSING 0 STAIR DETAIL D STAIR DETAIL E STAIR DETAIL y A-302 SCALE: 1" = 1'-0" A-302 SCALE: 1" = 1'-0" A-302 SCALE: 3" = 1'-0" PERMIT S E T 0 i Y f i COO " f 303 Atlantic Blvd. Atlantic Beach, FL 32233 ARCHITECT: Julianne N. Overby, RA Architectural and Interior Design Julianne N. Overby, R.A. 2452 Pullian Street Jacksonville Beach, Florida 32250 904-704-8628 _ Email: jnoverby@att.net N.C.12109 •FL.AR-0017060.FL.ID-4621 :r 4"DIA.METAL PIPE CONSULTANT: AGE THROUGH ANODIZED ALUMIN M METAL PLATE SIGN GAGE TC BE DETERMINED F O R M S P A C E , INC 4"DIA.METAL PIPE PROVIDE ADDITIONAL BRACING THROUGH ANODIZED — FOR STI1 FNESS PER THE ALUMINUM METAL PLATE STRUCTI RAL DESIGN. N ZOO FIRST STREET SUITE 205 SIGNAGE GAGE TO BE DETERMINED NEPTUNE BEACH, FLORIDA 32266 PROVIDE ADDITIONAL BRACING FOR STIFFNESS PER THE design@200firststreet.com STRUCTURAL DESIGN. 904-535-0270 ph 904-246-8402 fax N &" 10 4•_0" N 00 s O N N z > co ® ,J 00 O O 9 ) N N ® F- 4" LL 4"DIA.METAL PIPE 4"DIA. ETAL PIPE z ATTACHED TO THE FACE OF ATTACH D TO ANODIZED Z ANODIZED ALUMINUM METAL ALUMINI M METAL PLATE SIGNAGE PLATE SIGNAGE GAGE TC BE DETERMINED GAGE TO BE DETERMINED � ♦ 1 PROVIDE ADDITIONAL BRACING FOR STIFFNESS PER THE FOR STIFFNESS PER THE STRUCTiJRAL DESIGN. / STRUCTURAL DESIGN. ;� � ' _4" W/ z O Lr! \ co CO �- 4"DIA.METAL PIPE O 7 � L THROUGH FLAT METAL BAR FOR SUPPORT Q loi U) �I w p I- 'a 12X10 PERGOLA RAFTER 10X10 PERGOLA N PROJECT NUMBER: 15111 — - SUPPORT MEMBERS - O 10X10 PERGOLA SUPPORT MEMBERS DATE ISSUED: FEBRUARY 5, 2017 -" REVISIONS: 12X10 PERGOLA RAFTER -0" AL \ .--10"X10"COLUMNS \ / \ SEE STRUCTURAL \ / \ DRAWINGS FOR SUPPORT 6'-2" \ / \ DETAILS 10"X10"COLUMNS \ / \ SEE STRUCTURAL DRAWINGS FOR SUPPORT SHEET TITLE DETAILS \\\ EXTERIOR N DETAILS00 00 / \ / \ / - - - - SHEET NUMBER - I I I TT A=302 A ENLARGED ELEVATION ENLARGED E L E VAT I O NA O2 SCALE: 1/2" = 1'-0" PERMIT S E T �O2 SCALE: 1/2" = 1'-0" i v N AND DESIGN INTENT. SUBMIT SHOP DRAWINGS FOR ARCHITECT APPROVAL PRIOR TO PROCEEDING WITH FABRICATION. SHOP DRAWINGS: SUBMIT NEWLY a SCALE. DO NOT REPRODUCE CONTRACT DRAWINGS OR DOCUMENTS OR COPY STANDARD INFORMATION AS THE BASIS FOR SHOP DRAWING SUBMITTALS. )NTRACT DOCUMENTS. NSIONS & CONDITIONS AT JOSSITE. FIELD-VERIFY ALL DIMENSIONS BEFORE BEGINNING MILLWORK FABRICATIONS. ATE WOOD BLOCKING IN WALLS TO SECURE MILLWORK, SHELVES, FIXTURES, MIRRORS, GRAB BARS & TOILET ACCESSORIES AS 'REQUIRED TO WALLS. r cool, ONLY DIMENSIONS SHOWN ON DRAWINGS. IF DIMENSIONS ARE IN QUESTIONS, THE BUILDER SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION BEFORE Ydl SIZES WITH OWNER PRIOR TO FABRICATION OF CABINETS AND TOPS. ,ICED EQUIPMENT SPECIFICATION SHEETS ARE PROVIDED FOR CONTRACTOR REFERENCE. A �1 ��� �I PZ & BAP N ON FLOOR PLANS OR ELEVATIONS ARE TO PRIMARY SURFACE OF CABINET. 303 Atlantic Blvd. _, BASE, FLOOR & OTHER FINISHES. LAY FLUSH DOORS WITH CONCEALED HINGES UNLESS OTHERWISE NOTED. Atlantic Beach, FL 32233 I MAY NOT COVER ALL CABINET CONDITIONS, BUT ARE INTENDED TO INSTEAD INDICATE THE GENERAL DESIGN AND CHARACTER OF THE CABINETS. SUBMIT VNER AND DESIGNER APPROVAL PRIOR TO FABRICATION. SHOWN, USE MOST SIMILAR CONDITION DETAILED AND MODIFY FOR CABINET ELEVATION SHOWN. ARCHITECT: CLUDED IN PROJECT DRAWINGS A CONTINUOUS FOOT RAIL IS TO BE PROVIDED AT BAR. Julianne N. Overby, RA. RDWARE IS TO BE SELECTED BY (AND EXACT LOCATION OF INSTALLATION) COORDINATED WITH OWNER OR DESIGNER. Architectural and Interior Design 1 /2__� Julianne N. Overby,R.A. 2452 Puian Street 20'-6" 5'-5" A-400 A-400 Jacksonville Beach, Florida 32250 51_2" 7'-81" PAINTED 904-704-8628 WOOD TRIM Email: jnoverby@att-net N.C.12109 -FL.AlZ-0017060-FL.ID-4621 riL Till-, 50" T.V. 3" WATERFALL EDGE CONSULTANT: MONITOR QUARTZ TOP LT M Q B I K DRIFTWOOD BOARD w FORM SPACE , I N C A A VENEER / o BAR FRONT z OPEN TO KITCHEN BOX OOD CHALK ACCENT TILE GL'A TO o / WI ����11u1WliJ PAINTED BASE OPEN SHELVING WALL ANELS 200 FIRST STREET SUITE 205 PAINT BLACK / �� --- �/ NEPTUNE BEACH, FLORIDA 32266 STO G E -TT-1 I / design@200firststreet.com UNDERCOUNTER 281-511 / 904-535-0270 ph 904-246-8402 fax EQUIPMENToo COORDINATE WITH M / FOOD SERVICE PAINTED ------PAINTED FLOOR MOUNTED WOOD TRIM WOOD BASE B INTERIOR ELEVATION FRONT BAR FOOT REST BY OLD C INTERIOR ELEVATION )R ELEVATION BACK BAR CITY IRONWORKS -400 SCALE: 1/4" = 1'-0" A-400 SCALE: 1/4" = 1'-0" EXPEDITER WALL. Q 11-011 A 2 z > M 2 22'-10,. A-400 J C') A-400 8'-4" 6'-2" 8'-4° N V-5 `� 50"T.V. 50"T.V. J BRICK MONITOR MONITOR z H VENEER m1. OPEN TOVQ J VENEER SERVER W C) -1 ACCENT TILE CHALK ACCENT TILE STATION ���� LE o o PAINT BLACK W� Q � W UNDERCOUNTER _ VTER - EQUIPMENT o NT co co M COORDINATE WITH WITH FOOD SERVICE /ICE � O F INTERIOR ELEVATION G INTERIOR ELEVATION BACK BAR H INTERIOR ELEVATION c� Z R ELEVATION „ _ ,_ „ A-400 SCALE: 1/4" = 1'-0" FRONT BAR Q - 1 -0 SERVER & BAR A-400 SCALE: 114" = 1'-0" BACK BAR A-400 SCALE: 1/4 = 1 0 J W// I— ____ _ 6"X6" PAINTED WOOD 'RAFTERS Lam- O WITH PENDANT LIGHTS ON 6 PULLEY WALL MOUNTED TELEVISION WHEELS EXISTING CEILING cfl BOTTOM ON LIGHT @ 78" A.F.F. (SEE INTERIOR DETAILS) BRICK VENEER — 14'-6" _ _ 1'-7" BOXWOOD WALL PANELS M PROJECT NUMBER: 15111 zo %" PLYWOOD FIXED M DATE ISSUED: FEBRUARY 5, 2017 If coSHELVING I 00 -- - � CEILING LAMINATED TO REVISION F-� KITCHEN MATCH MILLWORK i� (SUPPORT AS A-400 M I I K A-400 M REQUIRED) -- - cs� HEAT LAMP STACKED ACCENT _ 1'-0" T-1" I I (D REFER TO ITEM K-37 TILE ' - DRIFTWOOD o FOOD SERVICE c� - - _ - - o co BOARD �? �, DRAWINGS QUARTZ TOP W/ 3 WATERFALL EDGE SHEET TITLE - g - - L PURSE HOOK @ 24" O.C. " A-400 8'-4PLYWOOD LAMINATED (14 TOTAL) DRAIN TRAY ROUTED SECTIONS /IEW K INTERIOR ELEVATION 1'-g WITH STAINLESS STEEL MOCKET : HK20 1�_g�� INTO BAR TOP00 11 A-400 SCALE: 1/4" = V-0" HOSTESS STATION (WEST) COUNTERTOP o 1'-0" 3 2" STAINLESS �-' AN ' = 2-6 1'-0" HOSTESS STATION ' v STEEL BACKSPLASH 6"X6" PAINTED WOOD RAFTERS M SS ON Y4" PLYWOOD U INTERIOR WITH PENDANT LIGHTS ON 6" PULLEY WHEELS BRACE SUPPORT AS MELEVATIONS BOTTOM ON LIGHT @ 78"A.F.F. 2'-O" NEEDED COORDINATE -' (SEE INTERIOR DETAILS) COORDINATE MILLWORK DRIFTWOOD BOARDS - MILLWORK WITH FOOD AT BAR FRONT N W U SERVICE EQUIPMENT SHEET NUMBER U j W/ FOOD SERVICE v, '� 6" STUD WALL / N J i i EQUIPMENT w w ¢ o Q TO BE INSTALLED @ QUARTZ COUNTERTOP Q z a- ,-, FRP ON 1/2 d- ¢ TO BE INSTALLED BAR g � � �, CEMENTBOARD y 1_011 C 1 @ KITCHEN w CONSTRUCTED BY G.C. � � J � 4'-2" DRIFTWOOD BOARDS i i FRP ON 1/2" 57 = TILE BASE A=400 CEMENTBOARD � �' _ CY - CERAMIC TILE ` - w o co � i i FOOT REST SEE FINISH SCHEDULE SHELVING 11 M PAINTED BASE g _4 1 RECESS (TYP.) NOTE: SEE FOOD SERVICE DRAWINGS FOR SPECIFICATION LOCATION AND SIZE OF BAR EQUIPMENT. COORDINAT , PERMIT SET ELEVATION 1 MILLWORK SECTION ('_�2INTERIOR SECTION ASSOCIATED STAINLESS STEEL AND MILLWORK WITH �:�► IOR ELEVATION L INTERIOR a-400 SCALE; 3/4" = 1'-0" AT KITCHEN PASS-THRU A-400 SCALE: 3/4" = 1'-0' AT BAR _ , �, A-400 SCALE: 1/4 = 1 0 HOSTESS STATION EQUIPMENT INSTALLATION AND HOOKUP. I = 1 -0 HOSTESS STATION (EAST) PLUMBING NOTES. A. D .A. INTERIORCOMPONENTS ,..__....._..._.. _..__.. W. .... _.. _._..� , 1. SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH ALL APPLICABLE CODES, STANDARDS THIS SPACE IS REQUIRED TO BE ACCESSIBLE AS SET FORTH IN THE AMERICANS WITH DISABILITIES ACT OF 1994. J161 1 & REQUIREMENTS OF LOCAL UTILITY OFFICIALS. 2. MEP ENGINEER SHALL PREPARE AND BE RESPONSIBLE FOR CALCULATIONS FOR PIPE & MAINTAIN COMPLIANCE WITH ALL APPLICABLE REQUIREMENTS OF THE ACT AND ITS ACCESSIBILITY GUIDELINES. EQUIPMENT SIZING, ACCESSORY ARRANGEMENT, ETC. AND SHALL PREPARE FINAL DRAWINGS ACCORDINGLY. DOORS: ` RESTROOMS: ALL ACCESSIBLE DOORS SHALL COMPLY WITH A.D.A.A.G. SECTION 4:13. a' 3. FURNISH ALL PIPING, FITTINGS, ACCESSORIES, ETC. FOR COMPLETE INSTALLATION. ALL ELEMENTS OF ACCESSIBLE RESTROOMS SHALL COMPLY WITH A.D.A.A.G. SECTIONS 4.15,4.16,4.17,4.18,4.19 AND 4.22. PULL SIDE DOOR CLEARANCES PUSH SIDE DOOR CLEARANCES cool 4. INSULATE ALL DOMESTIC WATER SUPPLY LINES IN NON-INSULATED SPACES WITH INSULATION. INSULATION SHALL BE OF SELF-DEALING TYPE OR SHALL BE f X TUBULAR FOAM TAPED CLOSED WITH FOIL FACED TAPE. _'7 5. CLEANOUTS SHALL EXTEND TO SURFACE OR SHALL BE PROVIDED WITH ACCESS DOORS 4'-0» 4'-0" OR SIMILAR DEVICES. > 1'-6" � 303 Atlantic Blvd. 6. CAP ALL PIPE TO BE LEFT OPEN OVERNIGHT & PROTECT PIPE DURING INSTALLATION FROM 1 —6 Z Z z DIRT, GRAVEL & OTHER DEBRIS WHICH MIGHT CAUSE BLOCKAGES OR FLOW RESTRICTIONS. Atlantic Beach, FL 32233 7. CENTER ALL FIXTURES IN SPACE ALLOCATED UNLESS OTHERWISE NOTED. CLEAR FLOOR 1 c0 SPACE 18" MIN. 00 8. COORDINATE WORK WITH ALL OTHER TRADES. MAINTAIN CEILING HEIGHTS AND PIPE 0 z [�> o z 24 PREFERRED I . SPACES PROVIDED. " " I� N FRONT EDGE OF N � ARCHITECT. FRONT EDGE OF ,- � � z 9. ALL VALVES, CLEANOUTS & CONTROL DEVICES SHALL BE ACCESSIBLE FOR OPERATION & TOILET FIXTURE �; ¢ M TOILET FIXTURE i J x I MAINTENANCE THOUGH ACCESS DOORS OR PANELS MANUFACTURED FOR SUCH PURPOSES. � � '; Julianne 1 . Overby, RA 10. SOIL & VENT STACKS SHALL HAVE CLEANOUTS AS INDICATED ON DRAWINGS AND/OR AS o NOTE Architectural and Interior Design REQUIRED BY APPLICABLE CODES FOR PROPER MAINTENANCE. VqV �, LAV ►� X=12" IF DO R HAS Julianne N. Overby, R.A. BOTH A CLOS R AND LATCH 11. MEASURE WALL THICKNESS BEFORE ORDERING PIPES OR EQUIPMENT. 0 Q 2452 Pullian Street Jacksonville Beach, Florida 32250 12. COORDINATE PLACEMENT OF ALL DRAINS WITH FLOORING SUBCONTRACTOR. ' 904-704-8628 2'-0„ 1,_0„ 13. ALL PRESSURE PIPING LOCATED IN INACCESSIBLE AREAS SUCH AS UNDER SLABS SHALL 2 —0 1 -0 Email: - net 0-FL.It MIN 3'-0" MIN N.C.12109 •FL.AR-0017060•FL.ID-4621 BE CONTINUOUS COPPER TUBING WITHOUT JOINTS. '-0" 54" MIN. CONSULTANT: 14. COORDINATE WITH ELECTRICIAN CONCERNING ITEMS REQUIRING ELECTRICAL SERVICE FRONT ACCESS SIDE ACCESS SUCH AS WATER COOLERS, SENSOR FLUSH VALVES & WATER HEATERS. COORDINATE FORM SPACE , I N C SERVICE & AMPACITY REQUIRED. REFER TO MEP DRAWINGS. 15. SEAL TO WALL, FLOOR OR COUNTERTOPS AROUND ALL FIXTURES WITH TUB & TILE 5,_09# 5,_ r z SEALANT TO MATCH COLOR OF FIXTURE UNLESS OTHERWISE NOTED. 200 FIRST STREET SUITE 1'-6" NEPTUNE BEACH, FLORIDA 32266 16. ALL NEW FIXTURES TO COMPLY WITH A.D.A. REQUIREMENTS. EXISTING FIXTURES TO J_L1,_6„ f X design@200firststreet.com 10 REMAIN AS APPROVED IN PREVIOUS CONSTRUCTION. 904-535-0270 ph 904-246-8402 fax 17. REFER TO MEP SHEETS FOR PLUMBING SPECIFICATIONS. CLEAR FLOOR CLEAR FLOOR 18. PROVIDE VENTILATION IN ALL TOILET ROOMS. SPACE > o 19. FOR TOILET ACCESSORIES (WWW.BOBRICK.COM) OR APPROVED EQUAL OR INSTALL z SPACE 4Z " N M N NOTE NOTE FRONT EDGE OF , FRONT EDGE OF , �, .> „ FIXTURES SPECIFIED. ^ TOILET FIXTURE z iii I X=36 MIN. IF Y=60" Y=48 MIN. DOOR HAS I o TOILET FIXTURE ao ¢ ;� I r -J, Q ;� X=42" MIN. IF Y=54 BOTH A LATC AND CLOSER M 1 � Z > 0 _j 24" MIN. (V F l!Oi .�-- Q zUL 3'-0" MIN 3'-0" MIN to z z STANDARD STALL � � > W � ACCESS BOTH SIDES 0. 24 MIN. 42 MIN. 2 MIN. 6 1 —0 2 —0 Q W 42" GRAB BAR 36" GRAB BAR NOTE NOTE Ldp Y=54" MIN. IF DOOR HAS CLOSER Y=48" MIN. IF D00 HAS CLOSER 36" TOILET b PATH OF TRAVEL AND RAMPS: Q CJ Z TOILET PAPER " ALL WALKS, HALLS, CORRIDORS,AISLES,AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUT SHALL COMPLY ITH A.D.A.A.G.SECTION 4.3. J � �C PAPER_[� 2@3 Z Z w 0 E7 r,) �-- I a) 77 232" MIN. LL 0 "�► SIDE ELEVATION FR NT ELEVATION z 2'-3" coo 24" MAX. PROJECT NUMBER: 15111 36" MIN. DATE ISSUED: FEBRUARY 5, 2017 z SOAP DISPENSE 0 x SINK W/LEVER REVISIONS: a HANDLE CONTR L — i 0 Z INSULATE PIPES IF NOT xPROTECTED BY J Z Q 00 dam- CONSTRUCTION 0 Q N N 0 v� 60" MIN. d- rn 8" 30" MIN. 8" 6" 1.. 60" TURNING CLEARANCE SINGLE WHEELCH IN AR WIDTH SHEET TITLE r� MIN. CLEAR (MIN) (MAX) ADA DETAILS VANITY LAVATORY CLEAR FLOOR SPACE WALL MOUNTED LAVATORY SIGNAGE: ALL ACCESSIBLE SIGNAGE SHALL COMPLY WITH A.D.A.A.G. SECTION 4.30. WHITE PICTOGRAPHS io ° GRAY 3/4" HIGH F1 ES Ea SAN SARIF TEXT WOME GRADE 2 SHEET NUMBER BRAILLE LLE SIGN o o , PICTOGRAPH z 0Aw500 x 0 �IM `0 GRAY COLOR d n 0U-) 1102-L% "I MOUNTING HEIGHTS: TOWEL & SOAP DISPENSERS MIRRORS DRINKING © WHITE COLOR ^ PERMIT SET (TYP. FOR WALL VENDING) FOUNTAINS A-501 A-501 3" METAL TRIM 3" METAL TRIM 3" METAL TRIM 3" METAL TRIM i E PAINT @ 8'A.F.F. (TYP.) PAINT @ 8'A.F.F. (TYP.) --_ @ 8'A.F.F. (TYP.} @ 8'A.F.F. (TYP.) 36" H. MIRROR PAINT PAINT PAINT PAINT RECESSED PAINT W/ RECESSED PAINT f LED LIGHTING LED LIGHTING SOAP DISPENSER T-4 T-4 T-4 WALL TILE T-4 WALL TILE T-4 WALL TILE T-4 WALL TILE T-4 WALL TILE T-4 T-4 WALL TILE WALL WALL // / WALL \ SOAP DISPENSER \ TILE TILE O TILE p coo o / o 3" CORIAN n....,{ GRAB BARS Q 3" CORIAN TOWEL \ TOWEL €' i COUNTERTOP DISPENSER/ COUNTERTOP DISPENSER/ T.P. DISPENSER TRASH T.P. DISPENSER------,,,,,, TRASH 81S TRC)SINKSSINKS x �,.�(.,)� 1�-..R 81STRC BAR H.C. TOILET ON WELDED TOILET / ON WELDED / BLACK METAL BASE !777777- F1 BLACK METAL BASE 303 Atlantic Blvd. A INTERIOR ELEVATION B INTERIOR ELEVATION e INTERIOR ELEVATION D INTERIOR ELEVATION E INTERIOR ELEVATION F INTERIOR ELEVATION G INTERIOR ELEVATION H INTERIOR ELEVATION Atlantic Beach, FL 32233 A-501 SCALE: 1/4" = 1'-0" WOMENS H.C. A-501 SCALE: 1/4" = V-0" WOMENS H.C. A-501 SCALE: 1/4" 1'-0" WOMENS H.C. A-501 SCALE: 114" = V-0" WOMENS H.C. A-501 SCALE: 1/4" = V-0" WOMENS A-501 SCALE: 1/4" = 1'-0" WOMENS A-501 SCALE: 1/4" = 1'4" WOMENS A-501 SCALE: 1/4" = 1'-0" WOMENS ARCHITECT: 4 1 A-�o1 Julianne N. Overby, RA A-501 Architectural and Interior Design 3" METAL TRIM 3" METAL TRIM 3" METAL TRIM 3" METAL TRIM PAINT @ 8'A.F.F. (TYP.) PAINT @ 8'A.F.F. TYP. (TYP.) @ 8'A.F.F. (TYP.) - Julianne N. Overby,R.A. PAINT ( ) PAINT PAINT @ 8 A.F.F. EYP. PAINT PAINT PAINT 2452 Pullian Street 36" H. MIRROR W/ RECESSED W/ RECESSED 3" CORIAN acksonville Beach, Florida 32250 COUNTERTOP SOAP DISPENSER T-4 LED LIGHTING T-4 LED LIGHTING J T-4 WALL TILE W/ SINKS T-4 WALL TILE TOWEL T-4 WALL TILE WALL WALL 4-704-8(28 ON WELDED p DISPENSER/ SER/ \ TILE AREAL SOAP DISPENSER p TILE T-4 WALL TILE T-4 WALL TILE / Email: jnoverby@att.net C:) BLACK METAL BASE p N.C.izio� .FL.AR-ooi�o�o•�L.zD-anal T-4 WALL TILE \ BEYOND O URINAL b� p p CONSULTANT: GRAB BARS \ GRAB BARS 3" CORIAN 3" CORIAN DO PENSER/ ---�'"' T.P. DISPENSER T.P. DISPENSER COUNTERTOP COUNTERTOP L_1 H.C. TOILET H.C. TOILET W/ SINKS / SINKS \ TRASH \ FORM SPACE , I N C ON WELDED ON WELDED BLACK METAL BASE BLACK L \ F11 200 FIRST STREET SUITE 205 METAL BASE NEPTUNE BEACH, FLORIDA 32266 INTERIOR ELEVATION K INTERIOR ELEVATION L INTERIOR ELEVATION M INTERIOR ELEVATION N INTERIOR ELEVATION rO-' INTERIOR ELEVATION P INTERIOR ELEVATION Q INTERIOR ELEVATION design@200firststreet.com „ = „ _ _ „ _ �� _ �� = „ _ _ f A-501 SCALE: 1/4 1 -0 MENS H.C. A-501 SCALE: 1/4 - 11-091 MENS H.C. A-501 SCALE: 1/ - 1 -0 MENS H.C. A-501 SCALE: 1/4 - 1 -0 MENS H.C. A-501 SCALE: 1/4 - 11-011 MENS A-501 SCALE: 1/4 1 -0 MENS A-501 SCALE: 1/4 - 11-011 MENS A-501 SCALE: 1/4„ - 1 -0 MENS 904-535-0270 ph 904-246-8402 fax 1 A-501 3” METAL TRIM 3 METAL TRIM 3" METAL TRIM @ 8'A.F.F. (TYP.) @ 8'A.F.F. (TYP.) W/ RECESSED W/ RECESSED W/ RECESSED; \ @ 8-A.F F. P.} 7 0 PAINT LED LIGHTING PAINT PAINT LED LIGHTING PAINT PAINT LED LIGHTING PAINT Z /fl �k, M 0 -jM 3" CORIAN 0 N N T-4 WALL TILE COUNTERTOP T-4 WALL TILE T-4 WALL TILE T-4 WALL TILE T-4 WALL TILE �.{ (o TOWEL T-4 W/ SINKS 36" H. MIRROR TOWEL "`�. _ DISPENSER/TRASH DISPENSER/ SER/ / WALL ON WELDED �// p SOAP rA �--- J / TILE BLACK METAL BASE DISPENSER TRASH p GRAB BARS // p GRAB BARS Z U- ., Q COUNTERTOP 3" CORIAN 3 T.P. DISPENSER T.P. DISPENSER O I r5T31 W —j S H.C. TOILET W/ SINKON WELDED H.C. TOILET LL �✓ BLACK METAL BASE 'y R INTERIOR ELEVATION S INTERIOR ELEVATION T INTERIOR ELEVATIONu INTERIOR ELEVATION V INTERIOR ELEVATION W INTERIOR ELEVATION M � `� <( O M A-501 SCALE: 1/4" = 1'-0" MENS H.C. A-501 SCALE: 1/4" = 1'-0" MENS H.C. A-501 SCALE: 1/4" = 1'-0" MENS H.C. A-501 SCALE: 1/4" = 1'-0" MENS H.C. A-501 SCALE: 1/4" = l'-0" WOMENS H.C. A-501 SCALE: 1/4" = 1'-0" WOMENS H.C. I \\ 6 r 0 1 2 E 4 ; �� I Q M z 3" METAL TRIM 1 9 0 F a F. < @ 8'A.F.F. (TYP.) 7 \ - — v1 n J wr RECESSED I �'- H A-501 F \ V , / T. �— I.LI Q PAINT LED LIGHTING PAINT O 2 \\ I G -- -,� A ' U T-4 WALL TILE 36" H. MIRROR R T-4 WALL TILE GYP. CEILING /�' \\ — \ \ � � I \ \ F- 0 \\ SOAP DISPENSER PAINTED DRYWALL // ` \\ \\ D A-501 � 3 1 1 PROJECT NUMBER: 15111 p �, ' U - S� 1 I \ \ TE ISS GRAB BARS \ 3 CORIAN r A 501 \ \ I 4 DA ISSUED: FEBRUARY 5, 2017 E P —�' COUNTERTOP 3" METAL TRIM W/ is ,�� (— — I 1 C 1 DISPENSER SINKS RECESSED LIGHTING ��► \ / I 7 REVISIONS: H.C. TOILET , ON WELDED 3 T ql II_ — -- —. — — SLACK METAL BASE WALL TILE 5 I BEGIN PATTERN @ oc 9 —011 'F / � S 2 1 X INTERIOR ELEVATION Y 8' A.F.F. ]UST ce „ _ INTERIOR ELEVATION BELOW METAL ' -(-` P L i A-501 SCALE. 1/4 - 1'-0" WOMENS H.C. A-501 SCALE: 1/4" = 1'-0 WOMENS H.C. TR `''I� �' / / 4 IM o 6 U-j1 / 7 1 4 7 I Q A-501 O M A-501 /K � SHEET TITLE d n _ TOILET ACCESSORIES SCHEDULE u- I / - - - - - - TAG DESCRIPTION OO 6 1 4 7 - ''�'N -- '" �- -' ~ TOILET ROOM CUSTOM CORIAN ` \ 1 SOAP DISPENSER BOBRICK, CONTURA SERIES, B-4112 COUNTERTOP W/ - � \ /' \ (2) TOWEL DISPENSER / TRASH BOBRICK, CONTURA SERIES, B-4369 COPPER SINK '3 '.0�� /� \ DETAILS SEE FINISH SCHEDULE 2 4 d- \ / '' 1 / r - (3) TOILET PAPER DISPENSER PROVIDED BY OWNER, INSTALLED BY G.C. 3 LG . \ / / 1 4 FRAMED MIRROR PROVIDED BY OWNER, INSTALLED BY G.C. 5 2 4 I I I 5 42" GRAB BAR GATCO, LATITUDE2, #858MX MATTE BLACK - / / X 7 11 1 91 011 FF . 6 36" GRAB BAR GATCO, LATITUDE2, #856MX MATTE BLACK (� , LI'�'. 6 SHEET NUMBER SINK FAUCET WATER ARK, 38-1-EV4, MATTE BLACK -1 _ �I/ / Y A-501 W v H/ T. LL NOTES: ro WELDED N // V I 1. ALL NEW FIXTURES TO COMPLY WITH A.D.A. REQUIREMENTS. EXISTING METAL FRAME -_ 2 I 5 3 A=501 FIXTURES TO REMAIN AS APPROVED IN PREVIOUS CONSTRUCTION. CERAMIC TILE 1 2. REFER TO MEP SHEETS FOR PLUMBING FIXTURE SPECIFICATIONS. COVE BASE V/z 3. PROVIDE VENTILATION IN ALL TOILET ROOMS. 4. FOR TOILET ACCESSORIES (WWW.BOBRICK.COM) OR APPROVED EQUAL. 1 VANITY SECTION ENLARGED SECOND FLOOR P LAN E N LARD E D FIRST FLOOR PLAN PERMIT SET A-501 SCALE: 3/4" = V-0" TYPICAL SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0° C P 3 3 THE N BI T AND BA 3 if fft& Im im 0i Al..., lani,, ic 3vd , ♦FOODSERVICE DESIGN Atlant 'lc Beach , FL 32233 516 S. KENWOOD AVE. BALTIMORE, MD Ph. 443.469.1622 SUBMITTAL: DRAWING LIST 16. 11 . 1 6 FS-S D4 HEALTH DEPARTMENT NOTES 16. 11 .21 FS 50%DD 1 6. 1 1 .29 FS 50%DD REV FS-0 FOODSERVICE EQUIPMENT TITLE SHEET 16. 12. 12 100% DD FS- 1 FOODSERVICE FIRST FLOOR EQUIPMENT PLAN A FLOOR SURFACES SHALL BE COVED AT THE JUNCTURE OF TE FLOOR AND WALL, WITH 3/8" MINIMUM RADIUS COVING, AND SHALL EXTEND UP THE WALL AT LEAST (6 ) EXCEPT IN AREAS WHERE FOOD IS FS-2 FOODSERVICE SECOND FLOOR EQUIPMENT PLAN STORED ONLY IN UNOPENED BOTTLES, CANS, CARTONS, SNACKS OR OTHER ORIGINAL SHIPPING CONTAINERS. VINYL TOP SET IS NOT ACCEPTABLE. FS-SC1 FOODSERVICE FIRST FLOOR SPECIAL CONDITIONS PLAN FS-S C 1 , 1 FOODSERVICE FIRST FLOOR SPECIAL CONDITIONS PLAN B WALLS & CEILINGS OF ALL ROOMS, EXCEPT FOR BARS, ROOMS WHERE FOOD IS STORED IN UNOPENED CONTAINERS, DINING AND SALES AREAS, SHALL BE OF A DURABLE, SMOOTH, NON-ABSORBENT, WASHABLE FS-S C 2 FOODSERVICE SECOND FL❑ ❑ R SPECIAL C ❑ NDITI ❑ NS PLAN SURFACE, WALLS AND CEILINGS OF FOOD PREPARATION AND UTENSIL WASHING AREAS, AND INTERIOR SURFACES OF WALK-IN REFRIGERATION UNITS, SHALL ALSO BE LIGHT COLORED. WALL AREAS ADJACENT TO FS-S C 2 . 2 FOODSERVICE SECOND FLOOR SPECIAL CONDITIONS P LAN BAR SINKS SHALL BE SMOOTH AND EASILY CLEANABLE. CONDUITS OF ALL TYPES SHALL BE INSTALLED WITHIN WALLS AS PRACTICAL. WHEN OTHERWISE INSTALLED, THEY SHALL BE MOUNTED OR ENCLOSED SO AS TO FS-M 1 FOODSERVICE EXHAUST HOOD VENTILATION DETAILS FACILITATE CLEANING. FS-M 2 FOODSERVICE EXHAUST HOOD VENTILATION DETAILS C LIGHTING IN EVERY ROOM AND AREA IN WHICH FOOD I5 PREPARED, PROCESSED, OR PACKAGED, OR IN WHICH UTENSILS ARE CLEANED, STALL BE PROVIDED TO PRODUCE AN INTENSITY OF NO LESS THAN 50 FS-M 3 FOODSERVICE EXHAUST HOOD VENTILATI ❑ N DETAILS FOOT-CANDLES AS MEASURED 30 ABOVE THE FLOOR, EXCEPT THAT THE WORKING SURFACE ON WHICH ALCOHOLIC BEVERAGES ARE PREPARED, OR WHEN UTENSILS USED IN THE PREPARATION OR SERVICE OF FS-P 1 FOODSERVICE FIRST FLOOR PLUMBING ROUGH-IN PLAN ALCOHOLIC BEVERAGES ARE CLEANED, SHALL BE PROVIDED WITH AT LEAST 10 FOOT-CANDLES OF LIGHT, LIGHT FIXTURES IN AREAS WHERE FOOD IS PREPARED, OR WHERE OPEN FOOD IS STORED, OR WHERE UTENSILS FS-P2 FOODSERVICE SECOND FL❑ OR PLUMBING ROUGH-IN PLAN ARE CLEANED, SHALL BE OF SHATTERPROOF CONSTRUCTION OR SHALL BE PROTECTED WITH SHATTERPROOF SHIELDS AND SHALL BE EASILY CLEANABLE, FS-P3 FOODSERVICE PLUMBING ROUGH-IN SCHEDULE D A F❑❑D FACILITY SHALL AT ALL TIMES BE SO CONSTRUCTED, EQUIPPED, MAINTAINED, AND OPERATED AS TO FS-P4 FOODSERVICE PLUMBING ROUGH-IN SCHEDULE PREVENT THE ENTRANCE AND HARBORAGE OF ANIMALS, BIRDS, AND VERMIN, INCLUDING, BUT NOT LIMITED TO, RODENTS AND INSECTS. FS-E 1 FOODSERVICE FIRST FLOOR ELECTRICAL ROUGH-IN PLAN DELIVERY DOORS: ALL DELIVERY DOORS LEADING TO THE OUTSIDE SHALL BE SELF -CLOSING. LARGE -TYPE FS-E2 FOODSERVICE SECOND FLOOR ELECTRICAL ROUGH-IN PLAN PREPARATONOAREA, DOOR5 SHALL NOT OPEN DIRECTLY INTO A FOOD FS-E3 FOODSERVICE ELECTRICAL ROUGH-IN SCHEDULE E HANDWASHING FACILITIES SHALL BE PROVIDED WITHIN, OR ADJACENT TO TOILET ROOMS SHALL BE EQUIPPED WITH AN ADEQUATE SUPPLY OF HOT AND COLD RUNNING WATER UNDER PRESSURE FS-E4 FOODSERVICE ELECTRICAL ROUGH-IN SCHEDULE HANDWASHING CLEANSER AND SINGLE-USE SANITARY TOWELS OR HOT-AIR BLOWERS SHALL BE PROVIDED0 N FS'R 1 FOODSERVICE REFRIGERATION DETAILS IN WALL MOUNTED DISPENSERS AT ALL HANDWASHING FACILITIES. HANDWASHING FACILITIES SHALL BE m PROVIDED WITHIN EACH FOOD PREPARATION AREA. C: Co Ak -jFS-R2 FOODSERVICE REFRIGERATION DETAILS F TOILET FACILITIES, FOR USE BY EMPLOYEES SHALL BE PROVIDED IN EACH ESTABLISHMENT BY WELL- °. U° FITTING , SELF-CLOSING DOORS. -It--+ DISHWASHING CIO Cd Cd KITCHEN EQUIPMENT CONTRACTOR GENERAL CONTRACTOR MACHINES: MACHINE WASHING OF UTENSILS IN MACHINES USING A HOT WATER, OR +.r SCOPE NOTES SCOPE NOTES CHEMICAL SANITIZING RINSE SHALL CONFORM TO APPLICABLE NATIONAL SANITATION FOUNDATION (N.S.F.) STANDARDS, AND SHALL BE INSTALLED A) ALL EQUIPMENT CATALOGED ON THIS DRAWING SET TO BE A) IT IS THE GENERAL CONTRACTOR (G.C.) RESPONSIBILITY TO AND OPERATED IN ACCORDANCE WITH THOSE STANDARDS. N cv) SUPPLIED BY THE OWNERS KITCHEN EQUIPMENT CONTRACTOR REVIEW FOOD SERVICE PLANS, CUT SHEET BOOKS, AND co (K.E.C.), UNLESS NOTED ON THE EQUIPMENT SCHEDULE REMARKS. SPECIFICATIONS, FOR A COMPLETE UNDERSTANDING OF G INSTALLATION OF EQUIPMENT. ALL EQUIPMENT SHALL MEET NATIONAL SANITATION FOUNDATION 0 REFER TO ACCOMPANYING SPECIFICATION & CUT SHEET BOOK FOR RESPONSIBILITY AND SCOPE OF WORK. REFER TO SPECIAL (N.S,F.) DESIGN AND INSTALLATION REQUIREMENTS, OR ITS EQUIVALENT. CY) ALL MODEL NUMBERS & ADDITIONAL SPECIFICATIONS. IT IS THE CONDITIONS PLANS FOR ADDITIONAL G.C. RELATED SCOPE AND AT THE FLOOR ALL EQUIPMENT SHALL BE EITHER EASILY MOVEABLE (I.E.; ON CASTERS) LIGHT ENOUGH KEGS RESPONSIBILITY TO RECEIVE/WAREHOUSE (AS NECESSARY), SITE PREPARATION REQUIREMENTS, SUCH AS BUT NOT LIMITED 5O AS TO QBE EASILY MOVED BY ONE ( 1 ) PERSON (I.E.; A LIGHT TABLE), INSTALLED ON RAISED MINIMUM DELIVER TO PROJECT SITE, ASSEMBLE & SET IN PLACE, LEVEL, TO: SLAB DEPRESSIONS, WALL BACKING/REENFORCEMENTS, 6 INCH (6 ) ROUNDED METAL LEGS OR SEALED TO MINIMUM FOUR INCH (4 ) SOLID MASONRY ISLAND AND SEAL W/ FOOD GRADE SILICONE, ALL EQUIPMENT SUPPLIED BEVERAGE/BEER CONDUITS, MILLWORK CUT-OUTS, ETC. ► u UNDER THE KEG SCOPE AS OUTLINED ON THESE PLANS AND WITH MINIMUM THREE-EIGHTS INCH (3/8 ) COVED RADIUS. IF ON AN ISLAND, IT SHALL OVERHANG THE Co ACCOMPANYING SPECIFICATIONS. SCHEDULING DATES FOR THE B) ALL UTILITY/ROUGH-INS AND FINAL CONNECTIONS ARE THE BASE AT LEAST TWO INCHES (f), BUT NOT MORE THAN THE HEIGHT OF THE ISLAND. SEALING TO THE FLOOR PROCUREMENT, DELIVERY & JOB SITE ACCESS, AND INSTALLATION, RESPONSIBILITY OF THE GENERAL CONTRACTOR (G.C) UNLESS IS ACCEPTABLE ONLY IF NO OTHER MEANS ARE AVAILABLE, SUCH AS BEER COOLERS BEHIND BARS, IS TO BE COORDINATED WITH THE G.C. BY THE KEC. OTHER WISE NOTED. REFRIGERATORS, AND LARGE BAKERY OVENS, B) ALL UTILITY/ROUGH-INS AND FINAL CONNECTIONS ARE THE C) G.C.Is PLUMBING CONTRACTOR TO COMPLETELY INSTALL ALL GAPS AND SPACES BETWEEN EQUIPMENT BASE AND TOP OF ISLAND SHALL BE SEALED WITH NON- RESPONSIBILITY OF THE GENERAL CONTRACTOR (G.C) UNLESS KEC SUPPLIED HAND SINKS, FLOOR TROUGHS, FAUCETS, AND HARDENING SILICONE SEALANT ALL EQUIPMENT ON COUNTERS TA LES AND SHELVES THAT ARE NOT OTHER WISE NOTED. DISPOSERS, FOR CONTINUITY OF RESPONSIBILITY. EASILY LIFTED, ARE TO BE INSTALLED ON APPROVED FOUR INCH (4�) LEGS, OR SEALED TO TABLE, SHELVES, C) K.E.C. RESPONSIBLE FOR COORDINATING AND VERIFYING ALL D) FOR FINISH SCHEDULE AND MILLWORK DETAIL REFER TO ETC. DIPPER WELLS WITH RUNNING WATER SHALL BE PROVIDED FOR ICE CREAM OR OTHER FROZEN DESSERT UTILITY ROUGH-INS, DIMENSIONS, & COORDINATE ALL ARCHITECTURAL & INTERIOR DESIGN DRAWINGS. SCOOPING OPERATIONS. ALL EQUIPMENT, FLASHING, AND BACK-SPLASHES ARE TO BE ADEQUATELY REQUIREMENTS WITH THE G.C. SEALED TO THE WALL AND ABUTTING EQUIPMENT, OR MOVED AWAY FROM THE WALL SIX INCHES (6 ) FOR EVERY FOUR (4) LINEAR FEET OF EQPIPMENT FRONTAL LENGTH, OR AWAY FROM EACH OTHER. SOLDERING, D) K.E.C. RESPONSIBLE FOR INSTALLING & HANGING ALL WALL WEL ING APPROVED SEALANTS, OR T CAP MOLDING MAY BE USED. A MINIMUM OF THIRTY-SIX INCHES MOUNTED SHELVING. USE STAINLEOS STEEL TRUSS HEAD (36� CLEARANCE IS TO BE PROVIDED FOR ALL AISLES AND WORKING AREAS. HARDWARE ONLY. E) EXHAUST HOODS & FIRE SYSTEMS: KEC TO HANG ALL EXHAUST H FLOOR SURFACES, IN ALL AREAS IN WHICH FOOD IS PREPARED, PACKAGED OR STORED, WHERE ANY HOODS & PROVIDE ANY REQUIRED PERMITS. PROVIDE & UTENSIL IS WASHED, WHERE REFUSE OR GARBAGE IS STORED AND WHERE JANITORIAL FACILITIES ARE COORDINATE FULLY OPERATIONAL FIRE SYSTEM AND OBTAIN ALL LOCATED, AND IN ALL TOILET AND HAND WASHING AREAS, SHALL BE SMOOTH AND OF SUCH DURABLE APPROVALS. CONSTRUCTION AND NONABSORBENT MATERIALS AS TO BE EASILY CLEANED. F) WALK-IN COOLER/FREEZERS & REFRIGERATION S SYSTEMS: KEC TO I FLOOR DRAINS SHALL BE INSTALLED IN FLOORS THAT ARE WATER-FLUSHED FOR CLEANING AND IN AREAS PROVIDE FULLY OPERATIONAL REFRIGERATION SYSTEMS, PROVIDE , FINAL START-UP & ADJUSTMENTS, RUN REQUIRED REFRIGERATION WHERE PRESSURE SPRAY MET�, ODS FOR CLEANING EQUIPMENT ARE USED. FLOOR SURFACES IN THESE LINES (PENETRATIONS & SEALING/FIRE-PROOFING BY G.C.), AND AREAS SHALL BE SLOPED 1 /8 PER FOOT TO THE FLOOR DRAINS. HANG COILS AS NECESSARY. KEGS REFRIGERATION CONTRACTOR IS RESPONSIBLE FOR ANY PERMITS RELATED FOODSERVICE J MECHANICAL EXHAUST VENTILATION SHALL BE PROVIDED AT OR ABOVE ALL NEWLY-INSTALLED REFRIGERATION SYSTEMS AS MAY BE REQUIRED. COOKING EQUIPMENT, SUCH AS RANGES, GRIDDLES, OVENS, DEEPFAT FRYERS, BARBECUES, ROTISSERIES, G) GAS-FIRED EQUIPMENT: K.E.C. TO SUPPLY ALL GAS PRESSURE ETC., AND 180 F RINSE WATER DISHWASHERS, TOILET ROOMS AND DRESSING ROOMS SHALL BE VENTED SCALE: REGULATORS AS REQUIRED BY MANUFACTURERS AND COORDINATE TO THE OUTSIDE AIR BY MEANS OF AN OPENABLE, SCREENED WINDOW, AN AIR SHAFT, OR A LIGHT-SWITCH INSTALLATION AND REQUIREMENTS WITH THE G.C. TO COMPLY WITH ACTIVATED EXHAUST FAN, CONSISTENT WITH THE REQUIREMENTS OF LOCAL BUILDING CODES. 1 /4 IN. = 1 FT. ALL LOCAL CODES, H) WARRANTY & SERVICE: PROVIDE MINIMUM 1 YEAR PARTS & SERVICE WARRANTY FOR ALL REFRIGERATION, MECHANICAL, AND SHEET NO: COOKING EQUIPMENT, 1) FOR FINISH SCHEDULE AND MILLWORK DETAIL REFER TO ARCHITECTURAL & INTERIOR DESIGN DRAWINGS. FSml EXTERK K__ s ♦FOODSERVICE DESIGN 127.1 '� f m r V V � 2 , WALK 24'k4d' IN 516 S. KEN WOOD AVE. ' COOLER BALTIMORE MD Ph. 443.469.1622 III 1 , I y I I WALK-1N 127 SUBMITTAL: FREEZER 24"X42° 24°X42" 78 79 81 80,1 82 85 1 6. 1 1 . 1 6 FS-S D4 1 6. 1 1 .2 1 FS 50%D D 128 129 16. 1 1 .29 FS 50%DD REV STAIR 1 6. 1 2. 1 2 100% DD 014 80 .......... . .. 10 BULK C O 2 TANK 24°X54' 24 X48' 9 6 5 2 1 87 13 ,{ =�I I � r wAREwASH 8 oZ W) %;,y =4 I 77 ; Y :�� I COOLER �J 87 86 ,: N N �� I 92 ELEVATOR - i N LIQUOR/WINE N j 24°X42° CUBE l I II S UA E OOOLB N11f i STORAGE 24"x36" �— I;I IIIiI m24°x42° i —ITT"I q I II v N I Il lll.l I I N IIILa1 33 17 7 L J ---� 11= I�--------�lr----ir------------ �r------------- ; t EF1R'' 11 11 ----- .1 nl Rai �n a n I 1 II I II IIIA 8� I11 $9- II .III 12 I it ull IIII III is .-..:ii III a 4 3 L- -_ EQUIPMENT LIST ITEM QTY DESCRIPTION REMARKS ITEM QTY DESCRIPTION REMARKS 1 1 ICE BIN FOR ICE TRUCKS 89 1 BACK BAR FREEZER, 1 -DOOR ROOF T O P 2 1 ICE MAKER, NUGGET 90 1 DRAFT BEER TOWER & DRAINER, 8 FAUCET _. _. ... ... _ .., ... ... _. ... ._ ... ... ... ... _. .. 2. 1 1 REMOTE CONDENSER UNIT 91 1 BACK BAR COOLER, 3-D❑OR 3 1 FLOOR TROUGH 92 4 STORAGE SHELVING 4 1 FLOOR TROUGH 93 SPARE NUMBER 11 ♦FOODSERVICE DESIGN REMOTE 5 1 ICE BIN FOR ICE TRUCKS 94 SPARE NUMBER REFRIGERATION 6 2 ICE MAKER, CUBE 95 1 REACH-IN WINE REFRIGERATOR, 1 DOOR SYSTEM VERIFY 7 1 STORAGE SHELVING 96 1 MODULAR BAR SYSTEM _ _ EXACT LOCATION) 8 1 BULK CO2 SYSTEM BY VENDOR 97 1 S/S DRINK RAIL 91 RECEIVING SCALE 98 3 TRASH RECEPTACLE300 5 _ _ _ _ _ _ _ _ 1AVE. - - 6 S. K NWOOD AV 1 D 1 WATER FILTER 99 1 STEPPED BOTTLE RAILS MD 1 1 1 RECEIVING TABLE 1 OD 2 ICE BIN, COCKTAIL STATION BALTIMORE, . ... _ Ph. 443.469.1622 1 1.2 2 WALL SHELF 1 O1 2 $ODA GUN BY VENDOR 13 1 REMOTE BEER SYSTEM 1 O2 2 COCKTAIL SINK 14 SPARE NUMBER 103 SPARE NUMBER 15 1 REACH-IN FREEZER 1134 1 HAND SINK W/ SOAP & TOWEL DISPENSER SUBMITTAL: 1 6. 1 WALK-IN COOLER 1.05. 1_ . DRAIN BOARD _ 1 6. 1 1 . 1 6 FS-S D4 1 6. 1 1... EVAPORATOR COIL 1 DE 2 WORK CENTER 16. 1 1 .21 FS 50%DD 17 6 STORAGE SHELVING 107 2 POS CASH REGISTER SYSTEM BY OWNER . . .. .... .... ... .... .... .... ... .... .... .... .... .... .... . 1B 7 SHEET PAN RACK 1 08 1 GLASS WASHER, HIGH TEMP 2.1 217.1 1 6. 1 1 .29 FS 50%DD REV 1. .. ... ... ... ... .9. _ .; SECURITY UNIT _1 D9_ .2.. ._ ._ ._DRAIN._ ... ._ 0 B❑ARD 16. 12. 12 100 % DD 20 4 STORAGE SHELVING 1 1D 1 STEPPED BOTTLE RAILS 21 3 LOCKERS 1 1 1 1 DRAIN BOARD, RECESSED 22 1 SODA BAG N BOX SYSTEM BY VENDOR 1 12'' 2 POS SYSTEM BY OWNER ` 23 SPARE NUMBER1 1 3 SPARE NUMBER ICE MACHINE REMOTE _24_ SPARE NUMBER _ 114 _ SPARE NUMBER _ STAIR REFRIGERATION 25 1 MOP SINK 115 1 BEVERAGE COUNTER SYSTEM (VERIFY 26 1 PREP COUNTER W/ SINK 1 1 5. 1 1 HAND SINK W/ SOAP & TOWEL DISPENSER EXACT LOCATION) 27 3 U.C. REFRIGERATOR, 2-DOOR 1 16 2 WALL SHELF 28 1 HAND SINK W/ SOAP & TdWEL DISPENSER 1 17 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR 29 1 EXHAUST HOOD 1 18 1 WATER PURIFICATION SYSTEM 29. 1 1 FIRE SUPPRESSION SYSTEM & CONTROL PANEL 1 19 1 GLASS WASHER, HIGH TEMP 3D 1 PRESSURE FRYER, GAS 120 1 ESPRESSO/CAPPUCCINO MACHINE, AUTOMATIC 3D. 1 1 GAS QUICK DISCONNECT 121 1 COFFEE GRINDER 31 1 4 BURNER RANGE, GAS 1 22 1 COFFEE BREWER ELEVATOR 31 . 1 1 GAS QUICK DISCONNECT 123 SPARE NUMBER . 32 1 COMBI OVEN, ELECTRIC _ _ 124 SPARE NUMBER z�5 ZO2 206 201 2�0 31 . 1 1 WATER QUICK DISCONNECT 125 1 TEA BREWER ... .... .... .... ... .... .... .... .... .... .... .... .... .... . 33 SPARE NUMB 1 26 1 U.C. REFRIGERATOR, 1 -DOOR 34 SPARE NUMB 1 27 1 WALK-IN COOLER .. _ _ 35 1 COMBI OVEN, ELECTRIC 127. 1 1 EVAPORATOR COIL ... ... ... ... .. Ali 24"X36., 35. 1 1 WATER QUICK DISCONNECT 128 1 WALK-IN FREEZER L IL ._ _. ... .. ... .. .. _ ... ... ... ... ... ... ... ... ... ... ... .. ... .. .. ... _. _ _ II IIIA I;II 36 1 TILTING SKILLET, ELECTRIC 128. 1 1 EVAPORATOR COIL 37 1 FLOOR TROUGH 1 29 2 STORAGE SHELVING ... ... I 38 1 MIXER, 4D QT 130 1 KEG RACK SHELVING -- '❑w� 39 1 PREP COUNTER W/ SINK 1 31 2 . STORAGE SHELVING r J,' R ---- ., I STATION 07.1 Svc FF= 215 4O 2 WALL SHELF 132 SPARE NUMBER 'I 411 HAND SINK W/ SOAP & T[3WEL DISPENSER 133 SPARE NUMBER II II --- . . ... ... .__ . ... _ ... .. ... ... ... ... ... ._ _ ... 216 42 1 REACH-IN REFRIGERATOR/FREEZER, 1 DOOR 1 34 SPARE NUMBER II = I I I CUBE ca ... ... ... 43 SPARE NUMBER 135 1 S/S CORNER GUARDS pl L-_-J r I ODDER 217 44 SPARE NUMBER OFFICE - ° - 45 1 PREP COUNTER 200 1 SECURITY UNIT 46 2 WALL SHELF 2D 1 1 STORAGE SHELVING 2a7 Zoe zoa 21 �t X1.2 24 I m 6 co 47 1 INGREDIENT PREP REFRIGERATOR 2D2 1 WORK COUNTER W/ SINK 48 1 PREP COUNTER 2D3 SPARE NUMBER_ ..- .. _ _ ��5 226 48. 1 1 HAND SINK W/ SO I AP & TpWEL DISPENSER 204 SPARE NUMBER G IIII 220 49 1 EQUIPMENT SHEL205 2 WALL SHELF - 110IJc� 247 $3fi � 50 1 CONVECTION OVEN, ELECTRIC 206 1 GLASS WASHER, HIGH TEMP MENS 5co 1 1 INGREDIENT PREP REFRIGERATOR 207 1 BEVERAGE COUNTER I I === _ ______ _ _-_ ______-- - --- ------------ - _ _. ... ... . ... .. . . ... .. ._ _. .. ._ .. ... _ . ._ ... ... . . ... .. ... ... - ----------- Z32 , 52 5 HEAT LAMP, HANGING 2D7. 1 1 HAND SINK W/ SOAP & TOWEL DISPENSER III IIII ILS 111 III II II I .. . ... ... _ .. _ ... ... .. _ ._ _ ... _ _ ... . ... _. 53 1 MILLWORK PASS COUNTER' BY 13.C. 2O8 2 WALL SHELF SII ___ ___ IIS Ili 11 III II II 1 ca .. ._ .. ... _ ._ _ _ ._ ... ... _. -- _ _= --- -- X35 221 225 I 54 2 REFRIGERATED INGREDIENT RAIL 23� i I is IIIIII �' -- -� -- z 2D9 1 TEA DISPENSER O II III REf. FRZ REF, I 1111111 _ f'� 55 1 PREP COUNTER 21 D 1 COFFEE DISPENSER o I I \ \ "F- \ I \ I .. ... .. .. ... _ ._ I I 56 1 DROP-IN HOT WELL 211 1 U.C. REFRIGERATOR, 1 -DOOR I BAR -� ,.J_. _. ... ... _ _ ._ _ .__. _ _ _ _ _ -I �.. ... ... ... Z N„ \ I \\ I �57 1 WAFFLE BAKER ... 21 2 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR o 229 I I JI �`wl N o co ... ... .. .. POE cy) < 58 1 H❑T HOLDING CABINET 213 SPARE NUMBER -T- ---------- _ SH y t r ___.... ... , ♦.....-------------------- FOODSERVICE DESIGN A B 1r. ,� 12A.1 127.1 � I -- - WALK-IN FREEZER WALK-IN COOLER 516 S. KENWOOD AVE. +46" TO 70" AFF +611" TO 84" AFF 1 '- - , .._.._.__ ...___. - BALTIMORE, MD s5-z61D � ........._ ... .... Ph. 443.469.1622 6" DIA BEVERAGE METAL CONDUITS ABOVE FINISHED CEILING FROM BEER SYSTEM-ITEM #13, WALK-IN BEER COOLER-ITEM #127,TO BEER TOWERS-ITEM #90 Ü. ALL BENDS TO BE MIN. 24" RADIUS (NO 90 SUBMITTAL: DEGREE BENDS). BEVERAGE LINE BY VENDOR. ADD AND ADDITIONAL COLD WATER LINE FROM WALK-IN COOLER-ITEM #16 TO WATER PURIFICATION G.C. TO PROVIDE ACCESS PANEL 1 6. 1 1 . 1 6 FS-S D4 SYSTEM-ITEM #118 ............... - ...... .............. TO BEVERAGE CHASE a 1 6. 1 1 .2 1 FS 500/oD D j _ 1 16. 1 1 .29 FS 500/oDD REV Go AL m O Q G.C. TO PROVIDE 1 6. 1 2. 1 2 100% DD R, ACCESS PANEL TO a p BEVERAGE CHASE + 6" DIA BEVERAGE METAL CONDUITS BELOW SLAB FROM SODA BIB ITEM #22, +24" TO 42" AFF TO SODA GUN ITEM #101. ALL BENDS TO BE MIN. Z4" RADIUS (NO 90 DEGREE _B B RI 1'-1 1 " 5' 3" BENDS). BEVERAGE LINE BY VENDOR. EER2 ALL BEER2 I � b Ir----------�r--- �- � LT-4i r-------� T \ I I I II 11 II II / / I �I I \ I I MILLWORK i I I CABINETS AND \\ I I COUNTER TOP �, L - - - WALK-IN COOLER "' LL \ BEERl a - - - \ \ UNDERC❑UNTER _ _ 0 BEER2 \spa\ MODULAR BAR DIE WALL SYSTEM �\7 = - REFRIGERATORS, KEC TO ( \9r\ BY KEC, ITEM #96. SEE SHOP _ MILLWORK W/ GC & MILLWORK BEERl \ \ DRAWINGS FOR DETAILS 00 d COORDINATE OPENINGS IN / \ \ CONTRACTOR r- O ---- ---------- I r-� ------- I ----- --_---\\\� I I _ + - - _ _ I L---- ----------------- ------------------------------ ----------- ---------� - \ MILLWORK q\ CABINETS AND �0 /> �r�\ COUNTER TOP ,' SODA LINE IN BAR DIE WALL BY G.C, pp ,� O CHASE TO SODA GUN ITEM #101. \\ TT FRONT & BACK BAR TOPS, BASE p \� BEERZ \ CABINETS, AND FASCIA BY G.G., r'I EXHAUST HOOD, SEE I I„i. SEE ARCH, PLANS FOR DETAILS SHEET F5-5C1 .1 & FS-M L- E3_Q FOR DETAILS \\ - d 6" DIA BEVERAGE METAL CONDUITS ABOVE FINISHED CEILING FROM SODA ALL A - I I 6" DIA BEVERAGE METAL CONDUITS BELOW SLAB FROM SODA GUN BIB ITEM #22, TO SODA GUN ITEM #101. ALL BENDS TO BE MIN. 24 RADIUS a I I BEER2 (NO 90 DEGREE BENDS). BEVERAGE LINE BY VENDOR. O I I ITEM #101,TO SODA DISPENSER, ITEM #117. ALL BENDS TO BE MIN. - co - + 24" RADIUS (NO 90 DEGREE BENDS). BEVERAGE LINE BY VENDOR. i I 9u Q' i i SODA2--= IlUco 62�� g MILLWORK CABINETS AND - ------ 0) - - - - - - ' COUNTER TOP / J / m Illli co W ODA1 BY G.C. SODA1 IIID _ SODA2 - - - - - - - - - - - - - - - - - - - _SODA2 _ _ _ _ _ _ _ _ SODA2_ _ ( � 0 EXHAUST HOOD, SEEall lk SHEET F5-SC2 & FS-M °� tLL ai FOR DETAILS a i ALL ' A N = JALL It N A ca cu O P7 .... 4'-7" 8'-0" 3: ca u 2'-O" 1 O'-0° +6❑" TO 84" AFF +24" T❑ 42" AFF +60" TO B4° AFF 6" DIA BEVERAGE METAL CONDUITS ABOVE FINISHED CEILING FROM SODA IN cf) c: BIB ITEM #22, TO SODA GUN ITEM #235. ALL BENDS TO BE MIN. 24" RADIUS IN o ca (NO 90 DEGREE BENDS). BEVERAGE LINE BY VENDOR. CO EGRESS RAMP FINISH SCHEDULE SPECIAL CONDITIONS LEGEND 0FLOORS: EXISTING FLOOR TO REMAIN. RECESSED SLAB DEPRESSION G.C. TO PATCH, REPAIR, & REPLACE AS NECESSARY. MILLWORK COUNTER TOP BY G.C., TO BE INSTALLED ON K.E.C. PROVIDED WALLS: TYPICAL: TYPE A S/S BASE CABINETS. COORDINATE WITH TYPE A: MARLITET"' - STANDARD F.R.P K.E.C.'S FABRICATOR SHOP DRAWINGS ALL SPEC: "SMOOTH" SURFACE FINISH A LIGHT COLORED W/ SANI-SEALT" MOREKNOM W.B. - WALL BACKING/REINFORCEMENT TRIM ACCESSORIES & ADHESIVE. DIMENSIONS ARE TO FINISHED FLOOR ❑ �1— TYPE B: DALTILET"' - SUBWAY TILE } 14 GA STEEL PLATE SECURELY SPEC: �RITTENHOUSE SQUARE' ATTACHED TO STUDS D 3"X6" SEMI•SLOSS WHITE (O1 00) f LIGHT COLORED GROUT. r OR 1--1 S/S CORNER GUARD/WALL CAP LOCATION. L TYPE C: S/S WALL PANELS C.G. BY K.E.C., SEE F5-FAB FOR DETAIL BY K.E.C., SEE SHEET FS-FAB FOR DETAILS & SPECIFICATIONS EXHAUST PLENUM CEILINGS: ARMSTRONG T' 24"X24° SUPPLY PLENUM OPTIMA HEALTH ZONE" WHITE #3114 r---� COORDINATE OPENINGS IN MILLWORK SQUARE LAY-IN, SUSPENDED ACOUSTICAL W/ K.E.C. PROVIDED EQUIPMENT TILES W/ PRELUDE XL" T-GRID SYSTEM SCALE: � COORDINATE EQUIPMENT HEIGHT NOTE: SEE ARCHITECTURAL AND I.D. 1 /4 I N. = 1 FT. PLAN FOR CONSTRUCTION DETAILS FIRST FLOOR FTD FLOOR TROUGH DRAIN REMOTE REFRIGERATION CONNECTION SYSTEM = R1 FOODSERVICE , SHEET NO: ,TEM Nn. _ (BY KEC),GC TO PROVIDE PENETRATIONS @ EMT BEVERAGE CONDUIT, BY GC CONDITIONS PLAN FS=SC1 ------------ nr - --------- ------------------ a• e �� j N11- SH _4 *FOODSERVICE DESIGN* 1511. I � i APPROXIMATE LOCATION OF APPROXIMATE LOCATION OF { 516 S. KENWOOD AVE. 4°x16" EXHAUST COLLAR 4°x1 6" EXHAUST COLLAR CFM: 200 CFM: 400 _..i TYPE Z EXHAUST TYPE 2 EXHAUST _.........._-.- I BALTIMORE, MD ............___._"..--- - Ph. 443.469.1622 EI B SUBMITTAL: bI III 1 6. 1 1 . 1 6 FS-S D4 _ .. .... 1 6. 1 1 .2 1 FS 50%DD _ 4'-4" 1 6. 1 1 .29 FS 50%DD REV �t o F.T. F.T. 1 6. 1 2. 1 2 1 00% DD i = 7'_z, N F.T. r 31 PPROXIMATE LOCATIONS OF O Au u I I I I I (3) 1 ❑ x28 SUPPLY C❑LLAR5 CFM: 567 EACH N I S.P.: D.1 5❑° EACH -- MUA CONNECTIONS 20'-6 01 . 01.1 LEVEL & SMOOTH FLOOR AT WALK-IN 00APPROXIMATE LOCATION OF CONCRETE CURB UNDER COOLER, CONTINUE 1 2 X2B SUPPLY COLLAR MILLWORK CABINETS & BACK KITCHEN FLOOR FINISH CFM: 770 BAR COOLERS. SEE DETAIL, INTO WALK-IN COOLER THIS SHEET S P : 0 1 91 SEFS-WIC I I COMPARTMENT I I E SHEET FS WIC MUA CONNECTION I I I I II APPROXIMATE LOCATION ❑F 6°xl6" SUPPLY COLLAR L-----------------------------------------------------------------------------I CFM: 20❑ S.P.: 0.052' HVAC CONNECTION APPROXIMATE LOCATIONS OF (2) B"x16" SUPPLY COLLARS APPROXIMATE LOCATIONS OF CFM: 280 EACH (2)12"X28" SUPPLY COLLARSS.P.: 0.073° EACH CFM: 764 EACH HVAC CONNECTIONS S.P.: 0.1 88"EACH 1 $�-D' MUA CONNECTIONS AEFAll Im: I I APPROXIMATE LOCATIONS OF (2) 6"x16" SUPPLY COLLARS I CFM: 175 EACH �I I S.P.: 0:048 EACH I I I HVAC CONNECTIONS I I APPROXIMATE LOCATIONS OF I I iI O 6°x16" SUPPLY COLLARS I i I CFM: 21 Z EACH I S.P.: 0.058'I EACH i APPROXIMATE LOCATIONS OF j j HVAC CONNECTIONS 1 (2) 12 X2B` SUPPLY COLLARS -- 1 CFM: 734 EACH Li S.P.: 0.202 EACH W APPROXIMATE LOCATIONS OF L_ MUA CONNECTIONS 1 O" DIA. EXHAUST COLLAR CFM: 1 106 APPROXIMATE LOCATIONS OF ,0 U_ S.P.: -0.831 (2) 10" DIA. EXHAUST COLLARS •�••�� TYPE 1 EXHAUST CFM: 1 1 65 EACH S.P.: -0.921" EACH vV TYPE 1 EXHAUST ca �n = ... ......... ca m APPROXIMATE LOCATIONS OF APPROXIMATE LOCATION OF M 1 D DIA. EXHAUST COLLAR �� -� ` ,j IN CFM: 1 767 12 DIA. EXHAUST COLLAR IN O S.P.: -0.957" CFM: 1650 % ca TYPE 1 EXHAUST S.P.: -0.834 TYPE 1 EXHAUST EGRESS RAMP FINISH SCHEDULE SPECIAL CONDITIONS LEGEND BACK BAR CONCRETE r $' CURB DETAIL IL FLOORS: EXISTING FLOOR TO REMAIN. RECESSED SLAB DEPRESSION — G.C. TO PATCH, REPAIR,& REPLACE AS NECESSARY. MILLWORK COUNTER TOP BY G.C., TO BE INSTALLED ON K.E.C. PROVIDED WALLS: TYPICAL: TYPE A S/S BASE CABINETS. COORDINATE WITH TYPE A: MARLITETM - STANDARD F.R.P K.E.C.�S FABRICATOR SHOP DRAWINGS BACKBAR COOLER/ . A� SPEC: "SMOOTH" SURFACE FINISH MILLWORK CABINETS A LIGHT COLORED W/ SANI-SEALTM BACK FILLED W.B. -WALL BACKING/REINFORCEMENT CONCRETE CURB TRIM ACCESSORIES & ADHESIVE. DIMENSIONS ARE TO FINISHED FLOOR BY GENERAL CONTRACTOR TYPE B: DALTILETM SUBWAY TILE 1 4 GA STEEL PLATE SECURELY 171 SPEC: "RITTENHOUSE SQUARE" ATTACHED TO STUDS i 3°X6" SEMI-GLOSS WHITE (Ol O❑) LIGHT COLORED GROUT. r OR r7 S/S CORNER GUARD/WALL CAP LOCATION. TYPE C: S/S WALL PANELS C.G. BY K.E.C., SEE FS-FAB FOR DETAIL COVE BASE TILE BY K.E.C., SEE SHEET FS-FAB (AROUND ALL SIDES) FOR DETAILS & SPECIFICATIONS EXHAUST PLENUM QUARRY TILE CEILINGS: ARMSTRONG ' 24"x24" SUPPLY PLENUM OPTIMA HEALTH ZONE T11 WHITE #3114 r---n COORDINATE OPENINGS IN MILLWORK "— SQUARE LAY-IN, SUSPENDED ACOUSTICAL W/ K,E.C. PROVIDED EQUIPMENT TILES W/ PRELUDE XLT"' T-GRID SYSTEM SIZE PER PLAN >= COORDINATE EQUIPMENT HEIGHT SCALE: NOTE: SEE ARCHITECTURAL AND I.D. Q Q RA ol no Ex All 1 /4 IN. = 1 FT. Ag Od PLAN FOR CONSTRUCTION DETAILS F R FTD FLOOR TROUGH DRAIN SYSTEM = R1 REMOTE REFRIGERATION CONNECTION SHEET NO: ITEM NC. = I (BY KEC),GC TO PROVIDE PENETRATIONS FOODSERVICE SPECIAL EMT BEVERAGE CONDUIT, BY GC CONDITIONS PLAN FS =SC 1 0 1 ROOF TOP ♦FOODSERVICE DESIGN REMOTE REFRIGERATION SYSTEM (VERIFY EXACT LOCATION) FINISH SCHEDULE SPECIAL CONDITIONS LEGEND [_ 516 S. KENWOOD AVE. X22 ROOF CURB & PENETRATIONS BY BALTIMORE, MD FLOORS: EXISTING FLOOR 70 REMAIN. RECESSED SLAB DEPRESSION - -- - G.C. REFER TO SHEET FS-R FOR Ph. 443.469.1622 FLOORS: G.C. TO PATCH, REPAIR, & REPLACE DETAILS a e AS NECESSARY, MILLWORK COUNTER TOP BY G.C., TO _ cz Isz . BE INSTALLED ON K.E.C. PROVIDED Izz WALLS: TYPICAL: TYPE A S/S BASE CABINETS. COORDINATE WITH SUBMITTAL. TYPE A: MARLITETM - STANDARD F.R.P K.E.C.'S FABRICATOR SHOP DRAWINGS 1 6. 1 1 . 1 6 FS-S D4 ALL SPEC: `SMOOTH` SURFACE FINISH A LIGHT COLORED W/ SANI-SEALTM W.B. - WALL BACKING/REINFORCEMENT 1 6. 1 1 .2 1 FS 500/oD D TRIM ACCESSORIES & ADHESIVE. DIMENSIONS ARE TO FINISHED FLOOR SPEC: °RITTENHOENHOUSE SQUAREII 1 6. 1 1 .29 FS SO%DD REV TYPE B: DAM - SUBWAY PILE 1 4 GA STEEL PLATE SECURELY 1 6. 1 2. 1 2 100% DD R1 _ 3"X611 SEMI GLOSS WHITE (O1 OD) ATTACHED TO STUDS ____ LIGHT COLORED GROUT. r' OR n S/S CORNER GUARD/WALL CAP LOCATION. I - I a I a9 TYPE C: S/S WALL PANELS C.G. BY K.E.C., SEE FS-FAB FOR DETAIL ------ L-----J BY K.E.C., SEE SHEET FS-FAB ICE MACHINE REMOTE FOR DETAILS & SPECIFICATIONS /� EXHAUST PLENUM REFRIGERA"T"ION CEILINGS: ARMSTRONGTM 2411x2411 SUPPLY PLENUM SYSTEM (VERIFY EXACT LOCATION) OPTIMA HEALTH ZONE TM WHITE #3114 r---� COORDINATE OPENINGS IN MILLWORK SQUARE LAY-IN, SUSPENDED ACOUSTICAL W/ K.E.C. PROVIDED EQUIPMENT TILES W/ PRELUDE XL TM T-GRIID SYSTEM COORDINATE EQUIPMENT HEIGHT NOTE: SEE ARCHITECTURAL AND I.Q. PLAN FOR CONSTRUCTION DETAILS FTD FLOOR TROUGH DRAIN SYSTEM = R1 REMOTE REFRIGERATION CONNECTION ITEM NO. = (BY KEC),GC TO PROVIDE PENETRATIONS @ EMT BEVERAGE CONDUIT, BY GC ..................... ..... ._. . .. . ...................... .._.................. 8'-5° -4-60° TO 84" AFF JALL 9 +60" TO B4° AFF BI-5co° 69 p ...._.= ... 1- 11 IIIII Ilol I 6" DIA BEVERAGE METAL CONDUITS BELOW SLAB FROM SODA GUN ITEM I #235, TO SODA DISPENSER, ITEM #212. ALL BENDS TO BE MIN. 24" I I I I RADIUS (NO 90 DEGREE BENDS). BEVERAGE LINE BY VENDOR. I l i i UNDER COUNTER c: REFRIGERATORS, KEC TO U ` j I II I COORDINATE OPENINGS IN , u— I Il I J I I MILLWORK W/ GC & MILLWORK I i 8II CONTRACTOR I Illy Pi c I I I IL J I �__ -' - - - I I co 112 JI �-� - ---�r- --1 -Ir----------- --- --� V I I I illU_.il_ II II II II I f+ I I l I BEER211 II II II II I I I i 1i � II ll II II II I O N cv) IU JL-- --------------III rJ o I I I MODULAR BAR DIE WALL SYSTEM III I BY KEC, ITEM #227. SEE SHOP 0 cd III DRAWINGS FOR DETAILS IIIc o `, I111 rr=� - ---I r- r III L-J -'�1 --- I r-� �� I r----J �1 I IL _ _ L- _ L___J___________ ILL-_-_-__-_-_-_-_--_---_-- -z---- ------L----J----- - ------------�---� ffr, SODA LINE IN BAR DIE WALL CHASE TO SODA GUN ITEM #235. FRONT & BACK BAR TOPS, BASE CABINETS, AND FASCIA BY G.C., SEE ARCH. PLANS FOR DETAILS 1 t SCALE: 1 /4 I N. = 1 FT. SECOND FLOOR FOODSERVICE SPECIAL SHEET NO: CONDITIONS PLAN FS =SC2 ROOF TOP RESH ♦FOODSERVICE DESIGN REMOTE REFRIGERATION SYSTEM (VERIFY EXACT LOCATION) 516 S. KENWOOD AVE. BALTIMORE, MD SPECIAL CONDITIONS LEGEND ---- Ph. 443.469.1622 I I I RECESSED SLAB DEPRESSION I I I SUBMITTAL: MILLWORK COUNTER TOP BY G.C., TO BE INSTALLED ON K.E.C. PROVIDED I 1 6. 1 1 . 1 6 FS-S D4 S/S BASE CABINETS. COORDINATE WITH I I 1 6. 1 1 .21 FS 50%D D L-----------I K.E.C.IS FABRICATOR SHOP DRAWINGS 1 6. 1 1 .29 FS 50%DD REV W.B. - WALL BACKING/REINFORCEMENT 1 6. 1 Z. 1 2 100% DD DIMENSIONS ARE TO FINISHED FLOOR 14 GA STEEL PLATE SECURELY ATTACHED TO STUDS L------J L------I r OR rl S/S CORNER GUARD/WALL CAP LOCATION. C.G. BY K.E.C., SEE FS-FAB FOR DETAIL ICE MACHINE REMOTE REFRIGERATION EXHAUST PLENUM SYSTEM (VERIFY EXACT LOCATION) SUPPLY PLENUM r---� COORDINATE OPENINGS IN MILLWORK W/ K.E.C. PROVIDED EQUIPMENT COORDINATE EQUIPMENT HEIGHT FTD FLOOR TROUGH DRAIN im REMOTE REFRIGERATION CONNECTION SYSTEM = ITEM ND.O. R, (BY KEC),GC TO PROVIDE PENETRATIONS EMT BEVERAGE CONDUIT, BY GC j - 2'-1 1 F.T. � Ocli c: m U � .�. LL II I I -� -7 777� II - II _ I co 0 ca I I I II ca ` ) II I I 24-1 ❑° 0 cd II II CONCRETE CURB UNDER MILLWORK CABINETS & BACK IL I I BAR COOLERS. SEE DETAIL, 1 IIII THIS SHEET --- --------------IL---------------------------------------- w- L------------------------------------ ti SCALE: 1 /4 IN. = 1 FT. SECOND FLOOR SHEET NO: FOODSERVICE SPECIAL TIONS PLAN CONDI FS=SC2 . 2 HOOD INFORMATION – Job 2843370 L55 MAX, EXHAUST PLENUM HOOD CONFIG, HIGH SERIES SE26SE CANOPY LIGHT FIXTURE - HOOD TAG MODEL LENGTH CO❑KING TOTAL RISER(S) MUA CFM AC CFM HOOD END TO HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL N❑ TEMP, EXH, CFM WIDTH LENG. HEIGHT DIA, CFM S.P. CONSTRUCTION END ROW AND SHOCK RESISTANT GLOBE CL55 FIXTURE) 600 430 SS S H 1 Left ND-26ACPSP-F 024 4' 1L00" Deg 1106 4" 10" 1106 -0,831" 770 200 Where Exposed LEFT ALONE FIELD WRAPPER 18,00" HIGH 2 29 - 6024 81 10,00" 450 1767 4' 12' 1767 -0,957" 1529 424 430 SS RIGHT ALONE (SEE HOOD ❑PTI❑NS TABLE) ♦FOODSERVICE DESIGN Right ND-2-ACPSP-F Deg, Where Exposed 60„ 430 SS 3 69 - 6024 g 3,00" 600 1650 4" 12" 1650 -0,834" 1468 350 LEFT ALONE Left ND-2-ACPSP-F Deg Where Exposed BALANCE DAMPERS 6024 600 4" 10" 1165 -0,921" 430 SS UPPLY RISER WITH 4 R 9 ht 9' 11,00" De 2330 " " " 1701 560 Where Exposed RIGHT ALONE HANGING ANGLE GLUME DA 9 ND-2-ACPSP-F g. 4 10 1165 -0.921 P HOOD INFORMATION 23.5% OPEN STAINLESS 516 S. KENW40D AVE. FILTER(S) LIGHT(S) UTILITY CABINET(S) 20" CAPTRATE SOLD 4" STEEL PERFORATED PANEL BALTIMORE, MD FIRE HOOD H❑❑D EFFICIENCY @ 9 WIRE FIRE SYSTEM ELECTRICAL SWITCHES FINER WITH HOOK _ O TAG TYPE QTY, HEIGHT LENGTH QTY, TYPE LOCATION SIZE SYSTEM HANGING Ph. 443.469.1622 MICRONS GUARD TYPE SIZE MODEL # QUANTITY PIPING WGHT 1 29 Captrate Soto Filter 3 20" 16" 93% See Filter 3 L55 Series E26 NO YES 378 3' INTERNAL STANDOFF 24" Lel NOM. Left Spec, LBS 18• SUBMITTAL.. 293% See Filter " " 1 Light 802 2 29 - Captrate Solo Filter 6 20" 16" Spec 5 L55 Series E26 N❑ Right 20 x60 x24 Ansul R102 3.0/3,0/3,0/3,0 DCV-2111 1 Fan YES LBS 1 6. 1 1 . 1 6 FS-S D4 Right 93% See Filter 620 IT IS THE RESPONSIBILITY 1 6, 1 1 .2 1 FS 50%DD 3 Left Captrate Solo Filter 6 20" 16" Spec, 5 L55 Series E26 NO YES LBS OF THE ARCHITECT/OWNER TO ENSURE THAT THE HOOD CLEARANCE 16. 1 1 .29 FS 50%DD REV 93% See Filter FROM LIMITED-COMBUSTIBLE 4 R 9 ht Captrate Solo Filter 7 20" 16" p 5 L55 Series E26 N❑ YES LBS AND COMBUSTIBLE MATERIALS Right Sec, 1 6. 1 2. 1 2 1 00% DD IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, -; HOOD OPTIONS HOOD ❑PTI❑N -- - NO, TAG FIELD WRAPPER 18,00" High Front, Left i 48,0" MAX 1 29 - Left BACKSPLASH 80.00" High X 185,00" Long 430 SS Vertical G R EASE DUCT SPECIFICATION: GREASE DRAIN BALANCE DAMPERS O PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE MODEL "DW" WITH REMOVABLE CUP FIELD WRAPPER 18,00" High Front, Right ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. ETL 2 29 - Right BACKSPLASH 80..00" HIGH BALANCE DAMPERS LISTED TO UL 1978 AND INSTALLED USING "V" CLAMP X 185.00" LONG FIELD WRAPPER 18,00" High Front, Left 80" LOCKING CONNECTIONS WITH 3M FIRE BARRIER 2000+ BACKSPLASH 80,00" High X 218,00" Long 430 SS Vertical �. 3 69 - Left BALANCE DAMPERS SILICONE TO SEAL JOINTS. DUCTWORK DOES NOT REQUIRE LEFT VERTICAL END PANEL 27" Top Width, 21' Bottom Width, 80" High Insulated 430 WELDING. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE Ss IN DIRECTION AND EVERY 12' ON CENTER. SLOPE GREASE FIELD WRAPPER 18.00" High Front, Right DUCT DOWN TO HOOD ( 1 / 16 PER 12 DUCT RUN < 75'; EQUIPMENT 4 69 - Right BALANCE DAMPERS RIGHT VERTICAL END PANEL 27" Top Width, 21" Bottom Width, 80" High Insulated 430 3/ 16 PER 12 DUCT RUN > 75'). BY KEC Ss ** IF 2—HR FIRE RATING IS REQUIRED, PROVIDE DOUBLE PERFORATED SUPPLY PLENUMS LAYER OFTHERMAL CERAMICS 834680600587XL PYROSCAT ITEM #72 RISER(S) HOOD LENGTH WIDTH HEIGHT TYPE DUCT WRAP (OR EQUAL), OR CAPTIVEAIRE MODEL "DW-3Z" TAG POS.N❑, WIDTH LENG, DIA, CFM S.P. PRE—INSULATED DOUBLE—WALL LISTED GREASE DUCT. ** 1 29 - Left Front 59 24" 6" MUA 12" 28" 770 0,191" AC 6" 16" 200 0,052" MUA 12" 28' 764 0.188" 2 29 - Right Front 126" 24" 6" MUA 12" 28" 764 0,188" AC 6" 16" 212 0,058" SECTION VIEW – MODEL 6024ND-2-ACPSP–F 0,058" .HOOD – #1 & #2 (29 – Left &' 29 – Right) AC 6N 16" 212own MUA 12" 28" 734 0,202" co 3 69 - Left Front 99" 26" 6" MUA 12" 28" 734 0,202" AC 6" 16" 175 0,048" AC 6" 16" 175 0,048" 3' MUA 10" 28" 567 0.150" 1 9" 10' in MUA 10" 28" 567 0,150" 010, 012„ i A CY) 4 69 - Right Front 119" 26" 6" MUA 10" 28" 567 0,150" AC 8" 16" 280 0,073" VV LL AC 8" 16' 280 0.073" i }+ Fire S stem In ormation – Job 2843370 ca CIO FIRE MAX INSTALLATION SYSTEM Tag TYPE SIZE FLOW U.L. Listed L55 Series E26 Canopy U.L. Listed L55 Series E26 Canopy 60" }+ NO PINTS SYSTEM LOCATION ON HOOD 60 Light Fixture - High Temp Assembly Light Fixture - High Temp Assembly 1 Ansul R102 3.0/3,0/3,0/3,0 44 Fire Cabinet Right Right O co ® (y) U y 28' � � 28" 28" Q Binet 1 ---- ------------- ------------ -�- ---- --------- -�- 12'---- ------ ----------- -� PLENUM PROTECTION 12 12,---- - - - NOZZLE I} 7" � 7" 7' 24" MUA Connectiohs_ MUA Connection 24" HVAC Connect n HVAC Connect n DUCT PROTECTION 8„ 6' - i - 5" 8„® ® 6” - i - 5" 6" 5 NOZZLE DETECTORS i " 16" 16" 12" 1 35' 12' 12' 25 1/2" 25 1/11 25 1/2" 25 1/2" 12' 29 1/2' 29 1/2" 53" 53' 29 1/2" 31 1/2" -I- 63" LIGHTING FOR ACPSP Job # 2843370 - Hoods #l, #2 20' INPUTi 120V AC, 1 Phase, 50/60Hz, 3.5 Watts per light, 29 1/2" ---) 31 1/2' -I- 63" j TO CONTROL LIGHTS WITH HOOD LIGHT SWITCH, WIRE PER HOOD ELECTRICAL CONTROL PANEL SCHEMATIC. APPLIANCE PROTECTION 4' 11.00'Nom./4' 11,00'OD 8' 10,00'Nom./8' 10.00'OD TO CONTROL LIGHTS WITH BUILDING LIGHT SWITCH, WIRE NOZZLE REMOTE MANUAL BLACK AND WHITE WIRE TOA 120VAC SERVICE. END TO END ACPSPS REQUIRE 120VAC FIELD WIRING FROM PULL STATION 10'-6,00" Overall Length J-BOX TO J-BOX. REPLACE LIGHTS WITH LED LIGHTS ONLY, PLAN VIEW – Hood #1 (29 Left) PLAN VIEW – Hood #2 (29 Right) 4' 11 .00" LONG 6024ND-2–ACPSP–F 8' 10.00 LONG 6024ND-2–ACPSP–F REMOVABLE STAINLESS OPTIONAL PRE-WIRED ELECTRICAL � � STEEL SERVICE DOOR ACPSP ships loose for field installation ACPSP ships loose for field installation � � —� TERMINAL BOX WITH TERMINAL STRIPS, ' -� 3-PHASE CONTACTORS AND OVERLOADS AGENT TANK CIF APPLICABLE) , I w SCALE: FAN AND LIGHT '� www.captiveaire.com CONTROL PANEL OEM RELEASE/ MARYLAND OFFICE BRACKET ASSEMBLY � O 3/4 IN. = 1 FT. 2221 Kansas Ave,Silver Spring,MD,20910 PHONE:(800)988.0881 FAX:(919)227.5931 EMAIL:reg32@capdveaire.oam DWGA TYPICAL ANSUL R- 102 SYSTEM LAYOUT COVERING HOOD #6 2843370 SHEET No: DRAWN Y . AD-32FS = Ml (MF 3' 3' 0 e9 9# 91 7 N1z__ SH 10, 010, 010, FOODSERVICE DESIGN* 012' _1w UL. Listed L55 Series E26 Canopy U,L, Listed L55 Series E26 Canopy 60' 516 S. KENWOOD AVE. 60' Light Fixture - High Temp Assembly Light Fixture - High Temp Assembly BALTIMORE, MD Ph. 443.469-1622 SUBMITTAL: 1 6. 1 1 . 1 6 FS-SD4 28' 28# 281 401 ZI 1 6. 1 1 .2 1 FS 50%D D 28' 28'1 — 16. 1 1 .29 FS 50%DD REV M0 I T_ I I E - -------- 10"---o - ------------ ------------ ------- -------------- ------------ - -- 81 81 81 26' 26' 1— _L MUA Connecta ns MUA Connections HVAC Connec4ons HVAC Connections _qM 5' 5' 5' 5' 16. 16# 1 49 1/2' 49 1/2' 29 3/4' 59 1/2' 29 3/4' i� — 24 3/4' — 49 1/2' 19 3/4' - � 39 3/4' k — 39 3/4' 24 3/4' 49 1/2' 29 3/4' r 59 1/2' 8' 3.00'Nom./8' 3,00'OD 9' 11.00'Nom,/9' 11.00'OD PLAN VIEW — Hood #3 (69 — Left PLAN VIEW — Hood #4 (69 — Right) 8' 3.00" LONG 6024ND-2—ACPSP—F 9' 11 .00" LONG 6024ND-2—ACPSP—r ACPSP ships loose for field installation ACPSP ships loose for field installation L55 SERIES E26 CANOPY LIGHT FIXTURE HIGH TEMP ASSEMBLY, INCLUDES CLEAR THERMAL AND SHOCK RESISTANT GLOBE (L55 FIXTURE) M FIELD WRAPPER 18,00# HIGH (SEE HOOD OPTIONS TABLE) co 60# (y) BALANCE DAMPERS — SUPPLY RISER WITH VOLUME DAMPER CV) HANGING ANGLE 4SEE HOOD TAB/LE 23.5% OPEN STAINLESS _j STEEL PERFORATED PANEL 20' CAPTRATE SOLD -C FILTER WITH HOOK 6' ca ca 0 —T Cd 3' INTERNAL STANDOFF 26' 14' NOM, (D 18, N IT IS THE RESPONSIBILITY wh� M Co) 'c OF THE ARCHITECT/OWNER TO ca ENSURE THAT THE HOOD CLEARANCE FROM LIMITED-COMBUSTIBLE AND COMBUSTIBLE MATERIALS IS IN COMPLIANCE WITH LOCAL CODE REQUIREMENTS, GREASE DUCT SPECIFICATION: q 48.0' MAX 0 PROVIDE GREASE DUCT EQUAL TO CAPTIVEAIRE MODEL DW" GREASE DRAIN ii WITH REMOVABLE CUP ROUND 20 GAUGE 430 STAINLESS STEEL DUCTWORK. ETL LISTED TO UL 1978 AND INSTALLED USING "V" CLAMP BACKSPLASH 80�bw HIGH X 218,00' LONG ! LOCKING CONNECTIONS WITH 3M FIRE BARRIER 2000+ 80, S 80, SILICONE TO SEAL JOINTS. DUCTWORK DOES NOT REQUIRE WELDING. PROVIDE RATED ACCESS DOORS AT EVERY CHANGE IN DIRECTION AND EVERY 12' ON CENTER. SLOPE GREASE 4' DUCT DOWN TO HOOD ( 1 / 16" PER 12", DUCT RUN < 75'; 3/16 PER 12", DUCT RUN > 75 IF 2— HR FIRE RATING IS REQUIRED, PROVIDE DOUBLE EQUIPMENT LAYER OF THERMAL CERAMICS 834680600587XL PYROSCAT 20' BY KEr, DUCT WRAP (OR EQUAL) , OR CAPTIVEAIRE MODEL "DW-3Z ITEM #35 PRE— INSULATED DOUBLE—WALL LISTED GREASE DUCT. ............ GAS CHASE CUTOUT (FOR GAS AND POWER LINES) 7— f LEFT VERTICAL END PANEL — WITH ADJUSTABLE LEGS 27' a as SECTION VIEW — MODEL 6024ND-2—ACPSP—F N MAWM HOOD #3 & #4 (69 — Left & 69 — Right) I w www.captiveaire.com SCALE: MARYLAND OFFICE 3/4 IN. = 1 FT. 2221 Kansas Ave,Silver Spring,MID,20910 PHONE:{800)988-0881 FAX:(919)227-5931 EMAIL:reg32@capJveaire.com DWG.#: 2843370 SHEET NO: DRAWN BY.. AD-32 FS= M2 ELECTRICAL PACKAGES - Job 2843370 NO, TAG PACKAGE L❑CATI❑N SWITCHES ❑PTI❑N FANS CONTROLLED LOCATION QUANTITY TYPE I itI I H,P, IVOLTI FLA 04 - Utility Cabinet 1 Light Right ' NV � EW RE CnUNTROL S r==1 i DCV-2111 C '- - ' EMAT Utility Cabinet Right Smart Controls DCV TBD U� Hood # 2 1 Fan %I. ♦D ' "'_ SF1 FOODSERVICE DESIGN JOB NO MODEL NUMBER DRAWN BY scHEMATO TmE DESCRIPTION OF OPERATION, DCV-2111 INSTALL Danand Control VentRatlon,r/control for 2 Exhaust Fams, ,Supply —Exhaust In Flre,LGhts out Y Fl e,Fans 2843370 DAZE DWG NO oddntr based on duct trmp—iK INVERTER DUTY THREE PO4SE MOI OR RERUIREDI Reon{rrprrature amsr sNpprd JOB NAME Al's Pizza Renovation loose far field I-WI ii—Verify d;stancr brtrrrn VFD and Matari adHi—[cast.—td oppty M dstancr..[reds 11/30/2016 ECP #1-1 e0 fret. , 2 ANSUL BREAKER PANEL TO CONTROL PANEL CONTROL PANEL TO FANS CARTRIDGE SW Responsibility) Electrician Responsibility, Electrician CONTROL PANEL Nl 516 S. KENWOOD AVE. 3 BREAKER SIZE SHOWN IS THE MAXIMUM ALLOWED TO BLACK D 4-NO CONTROL PANEL FANS KILL SWITCH BLACK REAK R PANEL CONTROL PANEL FAN, DI EXH-1 LOOP 120V SIGNAL THROUGH KILL BALTIMORE MD 4 -_ SWITCH LOOP. SWITCH SHOULD _________________ _ Load Wiring -WW-VA ------ ----010 9s BREAKER 1PH _�D ,L__ 3400 BE CLOSED IN NORMAL STATE 7 Neugoi SM-1 ------ ---d'o AND OPEN IN ALARM. CR-1INS _________________ _ VRh202 V 120 V WIRE TO - 8--- ------- ----opo L 4,N0 Ph. 443.469.1622 5 15 A CONTROL POWER, D❑ NOT WIRE VFD QUICK ® --- -- ------ ---iM IF MORE THAN ONE a---J TO SHUNT TRIP BREAKER. CONNECTOR WIRE TO ANSUL CARTRIDGE SW r CR-2 ,NC MUST HAVE ITS OWN CONDUIT DISCONNECT WIRE IN SERIES AS SMO 8 IST HDOD LIGHT BREAKER SHARED W/ DO NOT SHARE CONDUIT; L- �- SHOWN p�Ttpq CONTROL POWER.SWITCH kt FAN 02 EXH-2 ------ ------J NOTE T 0 ELECTRICAL CONTRACTOR BREAKER LPH --------------------� Load Wiring --LW-LE4L-_ - _--moo gs 7 120 V ----------------- M.5"I l =� SM-2 —LPBPJFdi--- -----------010 Hm um vat Y SUBMITTAL: 15 A HOOD LIGHT SWITCH #1 WIRE TO -.�P-Lt&-2_-- --- -- ----Yo CONTROL PANEL U4 ALL SWITCHES FACIDRY WIRED ADDITIONAL BREAKER VFD QUICK ---�--- ------ ---iN TO CAT-5 CONNECTION CAPTIVEAIRE HOOD CONTROL PACKAGE IS FURNISHED BY KITCHEN EQUIPMENT CONTRACTOR B CONNECTOR WIRE E SWITCHES 16. 1 1 1 6 FS-S D4 ___________________LINE _ MUST HAVE ITS OWN CONDUIT DISCONNECT BREAKER 3PH DO NOT SHARE CONDUIT; AND SHOWN ON ELECTRICAL DRAWINGS FOR COORDINATION PURPOSES ONLY. ALL FIELD 9 208 V --------- -- -_� --F-77- FAN- 03 __BLACK �°°° =S' 1 6. 1 1 .?r l FS 50%DD MCA- 11.9 A _ _ - - SUPo3 ISD CONTROL PANE ---- ------- -1 _ _Groun_d - Load Wiring --1�D.SE5-4-_ Hh WIRING AND INTERLOCKS TO BE COMPLETED BY ELECTRICAL CONTRACTOR. CONTACT Mace, 2D A EXH-1 - SM-1 SM-3 - R - - o „a.T�ev TO --------------WHITE ___ I 1 6. 1 1 .29 FS 50 /oDD REV 10 WIRE TO VFD QUICK CONNECTOR WIRE TO - 4--- - o HOOD LIGHTS --------------GREEN-------J CAPTIVEAIRE WITH QUESTIONS REGARDING SCOPE OF WORK: (800) 988-0881 VFD QUICK __-Ivy W _ _ a 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD r� r� ----"-------------W'� CONNECTOR -uav - ------------- HOOD 2 16, 1 2. 1 2 100% DD BREAKER 3PH --LIN$ -1 L�J5 11 208 V ---------------5 -- U WNTROL PANE --------------BLACK __WHITE MCA- 11,9 A -- EACH MUST HAVE ITS OWN TO GREEN _ 1 MOCP, 20 A --_____`---_--_-- - -� METAL CONDUIT.WIRE TO HOOD LIGHTS -------------- ----J 12 EXH-2 SM-2 PROVIDED CONDUIT DROPS. 1400 W MAX WIRE TO J-BOX ON TOP OF HOOD WIRE TO VFD QUICK CONNECTOR �i—r� REMOVE JUMPER COMM ROUTER 13 -'------------------LIQ - MAKE UP AIR[IN PCB IN MUA kl CAT-5 ETHERNET CONNECTION BREAKER 3PH _ ________ L„ -{ry L7—�—llf -------------- -® CONTROL PANEL 206 V ------------------- DAMPER _ __----___-___-___ MCA- 18.8 A LINE PROVING ---- - TU WIRE DIRECTLY TO COMMUNICATION SEQUENCE O E OPERATION HOOD CONTROLS SU --------------- ° WORLD WIDE 14 MOCP- 30 A -� INTERLOCK LOW VOLTAGE CONNECTION FOR g MODULE. SEE CASLINK OWNERS DAMPER INTERLOCK. SHOULD WEB SUP-3 SM-3 HAVE CONTINUITY WHEN DAMPER s v Rs MANUAL FOR FURTHER INSTRUCTIONS. WIRE TO VFD QUICK CONNECTOR IS NOT REQUIRED OPE , ALL UNITS. 15 SEE MAKE-UP AIR SCHEMATIC. CONTROL PANEL ---------------- --- ,- ELECTRICAL PACKAGE: C TOWIRE fib CONTL BOARD. ROOM TEMP le KITCHEN TEMP SENSOR MOUNTED IN ROOM AWAY BREAKER PANEL TO FANS SENSOR FROM HEAT SOURCES.SEE MANUAL Once all power, light and temperature sensor circuits are properly landed on 17 Responsibility) Electrician CONTROL PANEL TO ACCESSORY ITEMS CONTROL PANE BREAKER ANL FANS Responsibllrtyl Electrician T° FACTORY WIRED MPERA UR OD 2 the control terminal block the LCD interface will be illuminated. All temperature DUCT SENSOR SENSOR,MOUNTED IN EXHAUST DUCT RISER 1 18 3 PHASE -------------------� -- CONTROL PANEL COMPONENT 208-230 ---Ltd -POWER TO readings are measured by resistive temperature sensors (thermistors) Installed 30 Amps _ ______--_-LIW _CONDENSER MICROSWITCHI CONTROL PANE ---------------- ----ZF SUP-3 COND 1 CONTROL PANEL -NO TO 19 WIRE TO CONTRDL BOARD. HOOD 1 TO ----------------- 1- 0-NC, DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER I in each hood exhaust riser. O n e room temperature sensor is installed i n the 3 PHASE -------------------�! -- FIRE SYSTEM ____ __J 208-230 --L -POWER TO MICROSWITCH WIRE Cl Tb ClIRWO ri Cll. _ ---- 20 CONDENSER WIRE ARI TO NORMALLY CLOSED(2). 30 Anes ----- -------" -SIS -- CONTROL PANEL ---------------- --- � Cl TI ART SHOULD HAVE MS-1 4-NO TO space o measure ambient air temperature. SUP-3 COND 2 CONTINUITY WHEN ARMED. WIRE TC CONTROL BOAIIfi. �Dn 3 _______________f_ NC DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER 1 21 3 PHASE -------------------U� -- FI MORE THAN ONE --F 41NO } �y C' C� 208-230 -------------------� _POWER TO FRE SYSTEM, WIRE r MS-2 4-NO �� ' hods O Q C l V L.I t�` J\/S t �Y 1 ° 22 $�.JP-3 COND 3 _CONDENSER IN SERIES AS SHOWN _ -� CONTROLTO PANE J 30 Amps -------------- L- __---_J VIRE TD CON<1RDL HOARD. F[fi ll4 DUCT SENSOR SENSOR MOUNTED IN EXHAUST DUCT RISER 1 23 CONTROL PANEL®- ---------------- ---{�]-� FAI M COWT c nu a I c t I v c 10 n < 24 bUCi TO SENSOR SENS13ROMD NTEDLIN OEXHAUST DUCT RISER 2 1 . Operator presses the fan button to engage the exhaust fan(s) and the exhaust fan(s) begin operation in low-CEM Prep Mode. Dedicated make—up air units (if applicable) for the hood remain off in Prep Mode. 11 JOB NO MODEL NUMBER DRAWN BY scNFMA11c TmE DESCRIPTION OF OPERATION; 2. Operator turns o n the cooking appliances. Once the exhaust air temperature 2843370 DCV-2111 INSTALL De xind Control VmtRatbn, /c r trot for E Exhaust Fans,1 S L Fan,Exhaust m h FY r,LSV is out M Fir.,F 2. I d on duct twW tore.INVERTER DUTY THREE PRASE MDTOR REQUMBI Roon trnpa t-rr sensor ed J08 NAME DATE DWG NO ooze For field Instaltntbn VerWy dbrtance beteeen VFD and Motors additional cost Gaud apply If dsto..rxcr reaches 10 degrees (E) above ambient temperature in the space, the exhaust 1 AVs Pizza Renovotlon 11/30/2016 ECP #1-2 SD feet. 0 system will ramp up to a preset minimum speed (low—volume cooking 2 CONTROL PANEL ---------------- ----[�}� conditions). Makeup air fan will power on at this point (also at minimum 3 TO SERE�CUNTEDINARD.----- --SPTEM PSP SENSOR SENSOR MOUNTED IN SUPPLY PLENUM PSP TEMP CONTROL PANE ---------------------- speed). 4 TO VIRE TO CONTRDL HOARD. -HODD 2 AC-PSP SENSOR SENSOR MOUNTED IN AC PLENUM. AC TEMP co 3. As the temperature of the exhaust air Increases, the exhaust and make—up 5 PSP LL,,IGHTS air fan speeds increase proportionally. The fans will modulate between preset CONTROLTO PANEL LI0 GHT MATCH HOT -__--__----BLACK co FOOD NEUTRAL-----___-WIT1.E ___ 8 PSP LED INPUT GROUND_--_-_--- GRHEEN ------A low—speed and high—speed exhaust levels, dependant upon on the exhaust air LIGHTS CONNECT TOBRESPECTIIVE HOOD W 7 LIGHTING CIRCUIT. NOTE,DO NOT temperature (cooking loadWIRE IN SERIES WITH HOOD LIGHTS. 4/ co ). 8 co THE FOLLOWING CONNECTIONS NS \ 4. At any point, operator may engage the 100% override option on the touch MAY OR MAY NOT BE � j REQUIRED BASED ON JOBSITE SPECIFICATIONSLL B SHUN COIL }/ CONTROL PANE HOT TO SHUNT CDIL _ screen and run the fans at full speed for a fixed period of time adjustable). ------ , SIGNAL FOR __NEUTRAL FROM SHUN) COIL After this period, fan modulation based on temperature will resume. 10 SHUNTR TRP IST TEINAL ISN FRE CODITIONNERGIZED 0 11 Co co CONTROL PANE -------------COMMON -- SPARE FIRE NORMALLY OPEN i° SPARE E NTACTE WILL MAKE C2 TO Au�omatic cc �iva�ion : 12 SYSTEM DRY AR2 WHEN SYSTEM IS ARMED.THEY CONTACT ARE USED TO DISABLE EQUIPMENT Co < M OR PROVIDE SIGNALS.(NOT FOR 1 . If the operator does not manually engage the exhaust system the SC—EMS BUILDING FIRE ALARM THE AMUST NSUL 13 HE WIRED DIRECT;WI THE ANSUL I ALARM INITIATING SWITCH LOCATED. IN ANSUL AUTOMAN) will automatically activate Prep Mode when the exhaust air temperature reaches 14 -------------cGMMON __ ('v CONTROL PANE 5 degrees above ambient temperature. When the air temperature at the hood DRYCONTACT ---------NORMALLY OPEN __ 15 ON/OFF WITH ca _____________COMMON SUPPLY FAN NORMALLY OPEN PREL M NARY �'�SELECT ONS ® O collar increases to 10 degrees above ambient the exhaust and makeup air GROUP SPARE CONTACTS WILE MA KE M } COMMON TO NORMALLY OPEN ` 18 WHEN SUPPLY FAN IS ON. fans will ramp up to preset low speeds for low volume conditions. 17 DCV SPEED + ------------------- TO BMS 2. System will continue operating per steps 3 & 4 (above) 0-10V OUTPUT ON PCB WIRE T°ECPM03 TERMINALS. CONFIGURABLE OUTPUT. 18 (TOTAL) SEE ECPM03 OWNERS MANUAL. VFD ANALOG ----------------- ± TD BMS 1B 0-lOV OUTPUT - --------------- - At the end of the day, after cooking operations have ceased, the system will IN VFD PROPORTTIONAL TO FREQUENCYP VER FY W T 'F1' M E P ENG NEER LEACH VFD) SEE VFD OWNERS MANUAL, TCH enter its Cool Down mode (similar to Prep mode). Once the exhaust air 20 CONTROL PANE ----------------- BMIbNAI TO ----------------- ------I temperature drops to less than five degrees above ambient the fans will shut 21 EXTERNAL VILLA ACIVAE ZONE;FANSS 1 AND SWITCH .LIGHTS off. 22 23 AV Aff 24 %mos#Wil r www.eaptiveaiream MARYLAND OFFICE 2221 Kansas Ave,Silver Spring,MD,20910 PHONE:(800)9880881 FAX:(919)2275931 EMAIL:reg32@captiveaire.c0m DWG.#: 2843370 OORD NAT ON PURPOSEt ONLY ELECTR CAL SC1'7'1EMAT FORDRAW BY:' AD-32 CAPTIVEA0 RE ELECTROC RRE � � RLQ CONT OL RAC � C � � � � � � HF � � C � � � CR � � SMOWN AEOVE ® ALL FELS WIR � NG BT ELECTRICAL COPRE - WIRENTR � CTOR ® TH � PANEL � PR0V0E ® SCALE: KFICHEN EQUIPMENT CONTRACTOR OR MECHANICAL CONTRNACTOR , 3/41N. = 1FT. SHEET NO: FF ♦FOODSERVICE DESIGN wit w l .`� 516 S. KENWOOD AVE. BALTIMORE, MD P h. 443.469.1622 r L._- ! i i SUBMITTAL: 78 79 80 80,1 i i 1 6. 1 1 . 1 6 FS-S D4 ....... 16. 1 1 .21 FS 50%DD (EXISTING DRAIN) 1 6. 1 1 .29 FS 5 0%D D R E V 1 6. 1 2. 1 2 100% DD o- ---- P22 .. TO ITEMS#1, #6, F-- s #32,#35, #101, ........_ #117, #212,ë — P2 6 1 P12 c oZ 5 (x2) 2 P 80 b .. a> I cam: P16 � O J; P15 101 r 31 i 26 'I I ... 0 . R 76 100 O P1 109 P1 O 100 28 . r---- Qa i. ® ,a , � QY Y9 , ::, O L---- -------------- ------------ ---- ---- ------------ -------- ---� --- - o-; 125 -4'D1 31 115 123 I pil 102 P17 101 105 104 108 P18 102 P19 101 109 111 119 I � ! • I! 32 35 —�_ I P10 P5 b 1 • c o- 120 1 co \. P1 � f pi I o j II O I I I i i , 3 7 Imo` V o - �- 8P20 '�I 11$ W LL P6 -- P1 I � 9 .... 22 -oca ca L _ 8.1 O _ P1 0 - 0 ® IN cy) P1 0 ca ................ 4 4 - r P9 39 41 PLUMBING END EGRESS RAMP LEC UP+ STUB-UP OUT OF FLOOR + DISTANCE ABOVE FINISHED FLOOR �~ DN+ DISTANCE DOWN TO A.F.F. I C.L. CENTER LINE BTC BRANCH TO CONNECTION POINT(S) d CONNECTION POINT ® STUB-UP -0 IW INDIRECT WASTE W DIRECT WASTE ❑ � x FFD FUNNEL FLOOR DRAIN - OVAL FUNNEL ll ® FS FLOOR SINK, 12°X12" (FLUSH MOUNTED UNLESS CODES DO NOT PERMIT) UO AFD AREA FLOOR DRAIN SCALE: O G GAS FLOOR 1 /4 I N. = 1 FT. MBTU 1 DOO BTU/HOUR FIRST 1 L O O R NO PLUMBING TO P TRAVERSE THIS AREA FOODSERVICE PLUMBING, SHEET NO: ROUGH - IN PLAN FS = Pl ROOF TOP -F-R-E S H ♦FOODSERVICE DESIGN REMOTE MECHANICAL/ PLUMBING, NOTES PLUMBING LEGEND REFRIGERATION SYSTEM (VERIFY EXACT LO CAT[O N) UP+ STUB-UP OUT OF FLOOR A) THIS DRAWING INDICATE ROUGH-IN LOCATIONS FOR EACH PIECE OF FOODSERVICE DISTANCE ABOVE FINISHED FLOOR 516 S. KENWOOD AVE. EQUIPMENT. THE DESIGN OF SYSTEMS TO ACCOMMODATE THESE REQUIREMENTS IS TO BE IN ACCORDANCE WITH ALL APPLICABLE CODEE3 AND MEET WITH THE APPROVAL DN+ DISTANCE DOWN TO A.F.F. BALTIMORE, MD OF ALL GOVERNING AUTHORITIES. 1,h C.L. CENTER LINE . 443.469.16 B) UTILITIES SHOWN ARE FOR FOODSERVICE EQUIPMENT ITEMS ONLY, THIS DRAWING MUST BE USED IN CONJUNCTION WITH THE MECHANICAL AND BTC BRANCH TO CONNECTION POINT(S) PLUMBING DRAWINGS FOR OTHER REQUIRED UTILITIES. p CONNECTION POINT SUBMITTAL: C) CONCEAL ALL UTILITIES IN WALLS AND STUB OUT OF WALLS AS REQUIRED FOR CONNECTIONS. DO NOT STUB OUT OF FLOOR OR RUN EXPOSED ON THE ® STUB-UP 1 6. 1 1 . 1 6 FS-S D4 FACE OF WALLS. IW INDIRECT WASTE D) EXPOSED PIPING AND FITTINGS TO BE STAINLESS STEEL OR CHROME 1 6. 1 1 .Z 1 FS 50%DD PLATED BRASS. W DIRECT WASTE 1 6. 1 1 .29 FS 5O%DD REV E) ALL HORIZONTAL PIPING RUNS EXTENDED TO AND CONNECTED TO EQUIPMENT ITEMS SHALL BE AT THE HIGHEST PRACTICAL ELEVATION, BUT NO LESS THAN FFD FUNNEL FLOOR DRAIN OVAL FUNNEL 1 6. 1 2. 1 2 100% DD 6° ABOVE THE FLOOR TO PROVIDE PROPER CLEARANCES FOR CLEANING. FS FLOOR SINK, 1 2X1 2 (FLUSH MOUNTED F) PROVIDE WATER AND GREASE-PROOF EXHAUST DUCTS FROM VENT UNLESS CODES DO NOT PERMIT) CONNECTIONS OF DISHWASHING MACHINES AND EXHAUST VENTILATORS. G) PROVIDE A FIRE EXTINGUISHING SYSTEM IN ALL GREASE EXHAUST DUCTS AFD AREA FLOOR DRAIN AS REQUIRED. O G GAS ICE MACHINE REMOTE H) CONCEAL EXHAUST VENTILATOR DRAIN LINES IN WALLS (WHEN APPLICABLE) MBTU 1000 BTU/HOUR REFRIGERATION AND EXTEND TO BUILDING DRAINS AS REQUIRED. SYSTEM (VERIFY 1) PROVIDE A NORMALLY CLOSED ELECTRICAL SOLENOID SHUTOFF VALVE NO PLUMBING TO TRAVERSE THIS AREA EXACT LOCATION WITH BATTERY BACK-UP IN ALL SUPPLY LINES FOR GAS FUELED EQUIPMENT. J) PROVIDE GREASE TRAP WITH TOP FLUSH WITH FINISHED FLOOR, UNLESS PROVIDED OUTSIDE OF FOODSERVICE AREA. UNITS MUST BE LOCATED FREE FROM OBSTRUCTION FOR SERVICING AND CLEANING. SEE MECHANICAL DRAWINGS. K) PROVIDE AIR COOLED REFRIGERATION SYSTEMS (WHEN APPLICABLE) WITH MINIMAL AIR SUPPLY OF 1 ,000 CFM PER HORSEPOWER AND ADEQUATE EXHAUST TO KEEP CONSENSER ROOM BELOW 90 DF-G. F. U PROVIDE WATER COOLED REFRIGERATION SYSTEMS (WHEN APPLICABLE) WITH A MINIMUM WATER SUPPLY OF 1 .5 GPM PER HORSEPOWER AT 70 DEG. F. AND A MINIMUM AIR SUPPLY OF 200 CFM PER HORSEPOWER WITH ADEQUATE EXHAUST TO KEEP CONDENSER ROOM BELOW 90 DEG. F. M) WATER PRESSURE IN FOOD AND BEVERAGE AREAS SHOULD BE 2O2 P1O1 206 50 PSIG (345 KPA) MAXIMUM. WATER PRESSURE AT DISHMACHINES, BOOSTER HEATERS, GLASS AND UTENSIL WASHERS TO BE 25 PSIG (1 72 KPA). N) PLUMBING DIVISION SHALL FURNISH AND INSTALL ALL NECESSARY VALVES, TRAPS, TAIL PIECES, LINE STRAINERS, WATER PRESSURE REDUCING VALVES AND VACUUM BREAKERS AND CONNECT ALL WATER, FUEL GAS, � -------- i b STEAM AND WASTE LINES TO FOOD SERVICE AND BEVERAGE EQUIPMENT. O) PLUMBING CONTRACTOR TO PROVIDE GAS SERVICES AT EQUIPMENT TO MAINTAIN AN B° (203MM) WATER COLUMN. KITCHEN EQUIPMENT CONTRACTOR TO PROVIDE GAS PRESSURE REGULATORS AS REQUIRED BY CODE AND _ --..... - A.G.A. FOR INSTALLATION BY PLUMBING DIVISION INLINE BETWEEN BUILDING SERVICES AND EQUIPMENT. P) PLUMBING DIVISION TO SUPPLY GAS SHUT OFF VALVE AT EACH EQUIPMENT CONNECTION AND INSTALL WITHIN EQUIPMENT SPREADERS OR 215 CHASES FOR EASY ACCESSIBILITY. Q) MECHANICAL ENGINEER TO SIZE GAS ROUGH-IN FOR RANGE BATTERIES; P1O5ca SCHEDULES SHOW LOADS ONLY FOR EACH PIECE NOT THE TOTAL, LOOP GAS SERVICES WHEN PRACTICAL. co ... „' L,.... R) PLUMBING DIVISION SHALL INSTALL AND CONNECT ALL FAUCETS ` co ... ...Y _ FURNISHED BY KEC. S) PLUMBING DIVISION SHALL FURNISH AND INSTALL ALL INDIRECT SINK 217 WASTE LINES TO FLOOR SINKS. co T) PLUMBING DIVISION TO PROVIDE ADEQUATE CLEAN OUT FOR DRAIN LINES. 2071 P102 212 216 U) KITCHEN EQUIPMENT CONTRACTOR FURNISH AND INSTALL FIRE PROTECTION SYSTEM (INCLUDING FURNISHING SOLENOID SHUTOFF i i ..... VALVES.). PLUMBING DIVISION SHALL INSTALL SHUTOFF VALVE. VERIFY LOCATION WITH KEG. V) FLOOR SINKS SHALL BE INSTALLED FLUSH WITH FINISH FLOOR OR PER 247 I I �{ O LOCAL CODE WITH GRATE COVER AS INDICATED. LV W) FLOOR DRAINS INDICATED ARE FOR FOOD AND BEVERAGE AREAS P1O7 E r -- __ - _ ONLY. ADDITIONAL GENERAL PURPOSE AREA DRAINS SHALL BE LOCATED BY THE PLUMBING ENGINEER/ ARCHITECT. 231 Iii( ::. X) PROJECT PLUMBING ENGINEER & PLUMBING CONTRACTOR TO ROUTE LINES FROM II: CENTRAL FILTRATION SYSTEM, ITEM #95, TO ALL WATER OUTLETS IN BUILDING. REVIEW 230 I L.._. & VERIFY ALL REQUIREMENTS W/ EQUIPMENT-VENDOR. O 231 P100 P106 (Q)- P100 P100 O O 232 230 239 232 230 I (� Q rte\ cl) 242 P108 231 241 240 P109 231 P110 SCALE: 1 /4 I N. = 1 FT. SECOND FLOOR SHEET NO: FOODSERVICE PLUMBING FSmP2 ROUGH - IN PLAN PLUMBING; ROUGH - IN SCHEDULE ITEM QTY DESCRIPTION COLD WATER HOT WATER INDIRECT WASTE DIRECT WASTE GAS REMARKS 1 1 ICE BIN FOR ICE TRUCKS 1 " TO P2 SH _ _ I... ... .. I' it . _ _ _. .. .. _ _. _ _ FOODSERVICE DESIGN 2 1 ICE MAKER, NUGGET *3/4 @90 AFF 3/4 TO P2 * BT # 10, WATER FILTRATION SYSTEM C FROM ITEM # 3 1 FLOOR TROUGH _ _ Z�� _. _41; AFF 11 4 1 FLOOR TROUGH .._4" AFF ._ . @ 5 1 ICE BIN FOR ICE TRUCKS ) 1 " TO P2 6 2 ICE MAKER, CUBE _ I *3/4° @90° AFF 3/4° TO P2 * 516 S. KENWOOD AVE. 1 ❑, W FILTRATION. SYSTEM BTC FROM ITEM # ATER 10 l WATERF �i �� 1111 _ _ _ _ _ _ _ _ _ _ � BALTIMORE, MD 1111 _ 1 17, #212, 216, & #235 Ph. 443.469.1622 • 1 1 EVAPORATOR COIL 1 " TO P5 _. _. ... ... 111 . 1111_ 1111.. __. _ . _ 22 1 SODA BAG N BOX SYSTEM 1 /2" @24" AFF. VERIFY VENDOR PROVIDED ITEM . SUBMITTAL: SOFTENED WATER SOURCE RESTRICTED 16. 1 1 . l6 FS-SD4 ._ BTC FROM ITEM # 1 01A '11 W ..TER FILTRATION SYSTEM .. 1 . 1 1 .Z 1 FS 50%DD 25 1 MOP SINK n u - - - - - 16. 1 1 .29 FS 50%DD REV 1 /2° @22" AFF 1 /2" @22" AFF 2 @ -4 AFF _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 26 1 PREP COUNTER W/ SINK n u " ii 1 6. 1 2. 1 Z 1 00% DD 1 �(2) , I /2'1@1102 AFF (2) 1 /2 @1 ❑2 AFF (2) 1 - 1 /2 T❑ P6 & P7 STUB DOWN FROM ABOVE THRU INTEGRAL CHASE _ _ 28 1 HAND SINK W/ SOAP & TOWEL DISPENSER I 1 /2" @22" AFF 1 /2" @22" AFF 1 - 1 /Z" @20" AFF 30 1 PRESSURE FRYER, GAS 1111 _ __ ._ . 1 /2 80 MBTU @ 30 AFF BTC GAS QUICK DISC HOSE 31 1 4 BURNER RANGE, GAS 1. _ 1. 1_. ._ 1. -.1 11 ._ ._ .. _ __ _ _. . _ 1. .. 11 . _. _. _ _. _._. _.30" AFF _. ._ .. .. .. .. _. _ _. .. _. 1. _. _. _. ... ... . - . __. ___ ._ _ _ 1 - 1 /4 1 32 MBTU @ 30 AFF BTC GAS QUICK DISC HOSE 32 _ 1 COMBI OVEN, ELECTRIC *3/ - .. * 4�� @24" AFF. _ 1. 1 /4" TO.. P.8. BTC FROM ITEM # 10, WATER FILTRATION SYSTEM BTC WATER DICK DISC HOSE 35 1 COMBI OVEN, ELECTRIC *3/4" @54" AFF 1 - 1 /4 TO P8 * _ ._ . .11 BTC FROM ITEM # 10, WATER FILTRATION SYSTEM BTC WATER QUICK DISC. HOSE 36 1 TILTING SKILLET, ELECTRIC 1 /2" @22" AFF 1 /2" @22" AFF - I 37 1 FLOOR TROUGH I Z" @ -4° FF A 39 1 PREP COUNTER W/ SINK1 /2" 1 /2" @ 1 6" AFF 1 /2" @ 1 6" AFF 1 - 1 /2 TO P9 41 1 _ HAND SINK W/ SOAP & TOWEL DISPENSER u " n u II I' .. .. _. _ - .._.. _ _ _ _ _ _ _ _ _ _ _ _ _ _. _ _. .. .. 1 /2 @22 AFF 1 /2" @22 AFF 1 - 1 /Z @20 AFF 48. 1 1. HAND SINK W/ SOAP & TOWEL DISPENSER 1 /2" @22" AFF 1 /2" @2 Z" AFF 1 - 1 /2" @2❑" AFF .. .. . ._ ... ... ... ... ... . .. _ . _ _. ... ... . ... . . . _ . _ .. .. ... 56 1 DROP-IN HOT WELL 1 /2" @22" AFF 1 /2 TO P 10 65 1 FRYER DUMP STATION _ ** 1 1 /4° 652 MBTU @ 30" AFF **MANIFOLD SERVICE FROM ITEMS #65 & ITEM #76 - - 1111 BTU SCHEDULE: ITEM #62: 70 MBTU ITEM #66: 66 MBTU ITEM #67: 67 MBTU ITEM #69: 99 M BTU ITEM #70: 70 MBTU ITEM #72: 230 MBTU ITEM #75: 50 MBTU 71 . 1 1 DROP-IN HOT WELL I 1 /2" @22" AFF 1 /2 TO P 1 1 1111 _ _ _ I 76 1 SPREADER CABINET 1 2" _ _ _. _ _ ** _ _. _ co _ _ _ l 1 /4° @ 30" AFF "MANIFOLD SERVICE FROM ITEMS #65 & ITEM #76 I 77 2 FLOOR TROUGH - . _. _. _. _ _ _. _ _. _. _. _. _ _. c: _ ._ ... ._ 2° � 4" AFF 78 1 SOILED DISHTA13LE1 - 1 /2 .. _. ..1 /2" 22" AFF (2) 1 - 1 /2T❑ P12 °— �'°° ... ... @ BTC SWIRL NOZZLE ON SCRAP TROUGH W/ SHUT-OFF -t-�+ 79 1 PRE-RINSE FAUCET ASSEMBLY 1 /2" @ 1 6" AFF 1 /2" @ 1 6" AFF ,� . .1 ... _ ... .11 .1 ... _ _ , .. . ... 1 ... ._ .1 .. 8❑ 1 DISHWASHER CONVEYOR TYPE " " * ° " " _ ' I 1 /2 @68 AFF 1 /2 @68 AFF 2 TO P12 *BTC HW FROM BOOST EM #80 1 ca co 80. 1 1 BOOSTER HEATER I *3/4" @1 2" AFF 3/4TO P1 Z * 140 DEG MIN HW REQUIRED. BTC To D.W. ITEM #80 82 1 THREE COMPARTMENT SINK 3/4@1 6`� AFF 3/4" @16" AFF (3) 1 -1 /2" TO PI 5 - - - - - - - - - - Q 86 1 HAND SINK W/ SOAP & TOWEL DISPENSER _I 1 /2... @22" AFF 1 /2" @22" AFF _ _ �2�� @2❑" AFF _. 1. __ 1.. .. 1. 1_. ._ _ _ _ _ _ _ _ _ .. _. 90 1 DRAFT BEER TOWER & DRAINER, 8 FAUCET * 1 /2" 22" AFF 3/4" TD P 1 6 * _ _ _ .. .. _ _ _ @2 __ 1111 11 1 1 _ _ BTC TO GLASS RINSER O —ca 100 2 ICE BIN, COCKTAIL STATION I _. _. _. _ _ _ _. .. ._ _. .. _ _ _. _ _ _ _ __ _. M 1111 3/4° TO P 17 '& P 19 101 2 SODA GUN * 1 /2" @ 1 2" AFF VERIFY VENDOR PROVIDED ITEM SOFTENED WATER SOURCE RESTRICTED BTC FROM ITEM # 1 0, WATER FILTRATION SYSTEM _ .. _ . . ._ . . _ _.* . _ _ _ _ _. __ .. . ._ ._ _ _ _ 102 Z COCKTAIL SINK 1 /2" @1 Z" AFF 1 /2" @1 2" AFF (2) 1 - 1 /2TO P1 7 & P19 *BTC CW TO INTEGRAL GLASS RINSER & DIPPER WELL 1111 104 1 HAND SINK W/ S❑AP & TOWEL DISPENSER ) 1 /2" @ 1 2" AFF 1 /2" @ 1 2" AFF 1 - 1 /2 TO P 1 8 1 0 1 DRAIN BOARDI - - - _ 1 _ � /2" TO P17 1111 ._ .. 10B 1 GLASS WASHER, HIGH TEMP 1 /2" @ 1 2" AFF * 1 /2" @ 1 2" AFF 1 - 1 /2" TO P 1 8 * 140❑ DEG MIN HW REQUIRED .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .. DRAIN BOARD 1 - 1 /2" TO PIS & P19 _. ... _. _ ... ... .. _. .. 1111. _ 1 - 1 /2 1 1 1 1 DRAINBOARD, RECESSED - `� TO P 1 9 BEVERAGE COUNTER 1 " TO P21 1 15 1. 1 1 HAND SINK W/ SOAP & TOWEL DISPENSER 1 /2" @22" AFF 1 /21' 2AFF 2 " " " _ @_ 1 - 1 /2 @20 AFF 1 1 7 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR 1 /2' 22" AFF 1 - 1 /2 _ TO P20° @ VERIFY VENDOR PROVIDED ITEM 1111 _ _ ... ... ... .. ... SOFTENED WATER SOURCE RESTRICTED BTC FROM ITEM # 1 WATER TER FILTRATION SYSTEM * q 1 1 8 1 WATER PURIFICATION SYSTEM I 3/B" @22" AFF 3/8, 1 /2 TO PZ❑ _. 1 19 1 GLASS WASHER, HIGH TEMP 1 /2" @ 1 2" AFF * 1 /2° @1 2" AFF 1 - 1 /2" TO P21 140 DEG MIN HW REQUIRED .... .... .... .... .... .... .... .... .... .... .... .... .... ... .... .... 120 1 ESPRESSO/CAPPUCCINO MACHINE, AUTOMATIC 3/$° @4B" AFF 3/4, 1 ° TO P21 .. ... ... .11 11. ._ _ .. ... .11 ... .11 11 11 1111. .. ... .11 ... ... .11 _ _ _ .. _ _ .. .. ... ... I.. ... ... ... .. 111 1_ 111 1 _ ... ... ._ ._ ... 122 1 COFFEE BREWER 3/8" @48" AFF 125 1 TEA BREWER 1 /2" @48° AFF 127. _ 1 1 EVAPORATOR C01L 1 TO P22 1 28. 1 1 EVAPORATOR COIL SCALE: 1 TO P22 N .T.S. SHEET NO: PLUMBING ROUGH - IN SCHEDULE ITEM QTY DESCRIPTION COLD WATER HOT WATER INDIRECT WASTE DIRECT WASTE GAS REMARKSF] 202 1 WORK COUNTER W/ SINK 1 /2" @ 1 6° AFF 1 /2" @ 1 6° AFF 1 - 1 /2 11 TO P 1 ❑ 1DSERVI DESIGN* ♦FOO CE IG 206 1 GLASS WASHER, HIGH TEMP 1 /2" @ 1 2° AFF * 1 /2" @ 1 2° AFF 1 - 1 /2 TO P 1 ❑ 1 207 1 BEVERAGE COUNTER 1 TO P 1 02 207. 1 1 HAND SINK W/ SOAP & TOWEL DISPENSER 1 /2° @22° AFF 1 /2" @22° AFF _ 1 - 1 /2u @20u AFF 212 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR 1 /2" @22° AFF 1 - 1 /2 TO P 1 ❑2 VERIFY VENDOR PROVIDED ITEM 516 S. KENWOOD AVE. SOFTENED WATER SOURCE RESTRICTED BALTIMORE, MD * BTC FROM ITEM # 1 ❑, WATER FILTRATION SYSTEM Ph. 443.469.1622 215 1 FLOOR TROUGH 2 11 @ -41' AFF 2 11 1 6 1 ICE BIN FOR ICE TRUCKS I 1 TO P 1 ❑5 * BTC FROM ITEM # 1 0, WATER FILTRATION SYSTEM SUBMITTAL' . 21 7 1 ICE MAKER, NUGGET *3/4° @90° 3/4° TO P 1 05 _I _ _ AFF 16. 11 . 16 FS-SD4 220 1 DRAFT BEER TOWER & DRAINER $ FAUCET * 1 /2 H@22° AFF 3/4° TO P106 *BTC TO GLASS RINSER 1 6. 1 1 .21 F5 50oDD 230 3 DRAIN BOARD _ - 1 -1/2° TO P107, P108, & P1 10 _ _ _ _ _ _ .. ._ ._ _ _. _ ._ _ _ _ 9 FS 50%DD REV 231 3 COCKTAIL SINK II * 1 /2° @ 1 2° AFF 1 /2" @ 1 2 AFF (2) 1-1/2 TO P107, P108, & P110 *BTC CW TO INTEGRAL GLASS RINSER & DIPPER WELL0❑% D . . _ I 16. 12. 12 1 D 232 3 ICE BIN, COCKTAIL STATION I 3/4° TO P107, P108, & P1 10 235 1 SODA GUN BY VENDOR VERIFY VENDOR PROVIDED ITEM . SOFTENED WATER SOURCE RESTRICTED I * BTC FROM ITEM # 1 ❑, WATER FILTRATION SYSTEM 239 1 DRAIN BOARD _ ( _ 1 - 1 /2 TO P 1 ❑9 240 1 GLASS WASHER, HIGH TEMP 1 /2° @ 1 2° AFF * 1 /2° @ 1 z° AFF 1 - 1 /2° TO P 1 09 241 1 HAND SINK W/ SOAP & TOWEL DISPENSER 1 /2" @ 1 2° AFF 1 /2" @ 1 2° AFF 1 - 1 /2 TO P 1 09 242 1 DRAIN BOARD 1 - 1 /2 TO P 1 ❑$ 247 1 DRAINBOARD, RECESSED 1 - 1 /2 TO P 1 07 Pi LOT AREA FLOOR DRAINS _ . P2 1 FLOOR SINK (2) 1 , (2) 3/4DRAINS FROM ITEMS # 1 , #2, #5, & #6 P3 1 SPARE NUMBER P4 1 SPARE NUMBER P5 1 FUNNEL FLOOR DRAIN I 1 �� DRAINS FROM ITEM .# 16.11 P6 1 FLOOR 51NK I 1 - 1 /2° I DRAINS FROM ITEM #26 P7 1 FLOOR SINK I 1 - 1 /2 DRAINS FROM ITEM #26 . ... .... .... .... .... .... .... .... .... .... .... .... . P$ 1 FLOOR SINK I (2) 1 -1 /4 _ ... _ DRAINS FROM ITEMS #32 &_ . 35 __.. _ ._ ... . .. _ ._ P9 1 FLOOR SINK I 1 - 1 /Z DRAINS FROM ITEM #39 P 1 ❑ 1 FUNNEL FLOOR DRAIN 1 /2DRAINS FROM ITEMS #56 P 1 1 1 FUNNEL FLOOR DRAIN 1 /2 DRAINS FROM ITEM #71 . 1 P 1 2 1 FLOOR SINK 2n} (2) 1 - 1 /2 3/4�� DRAINS FROM ITEMS #7$, #$11, & #80. 1 P 1 3 1 SPARE NUMBER P 1 4 1 SPARE NUMBER P 1 5 1 FLOOR SINK (3) 1 -1 /2DRAINS FROM ITEM #$2 P 1 6 1 FUNNEL FLOOR DRAIN 3/4DRAINS FROM ITEM #90 P 1 7 1 FLOOR SINK (3) 1 - 1 /2 , 3/4DRAINS FROM ITEMS # 1 1113, # 1112, & # 10 5 kv P 1 $ 1 FLOOR SINK (3) 1 -1 /2 _ DRAINS FROM ITEMS # 1 04, # 1 0B, & # 1 119 -6--p P 1 9 1 FLOOR SINK (4) 1 - 1 /2°, 3/4° UDRAINS FROM ITEMS # 1 00, # 1 02,# 109 & # 1 1 1 . .. . ... ... .. . ._.. . ... ... _ _ _ _ _ __.. ... P20 1 FLOOR SINK 1 - 1 /211, 1 /211, 3/8 DRAINS FROM ITEMS # 1 1 7 & # 1 1 $ ... ... .. ca m P21 1 FLOOR SINK 1 - 1 /2, (2) 1 , 3/4° DRAINS FR OM ITEMS # 1 1 5, # 1 19 & # 1 20 P22 1 FUNNEL FLOOR DRAIN - EXISTING I (2) 1 u DRAINS FROM ITEMS # 1 27. 1 , & # 1 2$. 1 co c: . . . . P 1 00 LOT AREA FLOOR DRAINS ) 1 - 1 /211, (2) 1 , 3/4DRAINS FROM ITEMS # 1 15, # 1 19 & # 1 20 P 1 0 1 1 FLOOR SINK (2) 1 - 1 /21 DRAINS FROM ITEMS #'202, & #206 ._ _ .. P 1 02 1 FLOOR SINK 1 - 1 /2If, 1 �� DRAINS FROM ITEMS #207, & #212 P 1 03 1 SPARE NUMBER P 1 04 1... ... ... SPARE NUMBER P 1.1 05 1 FLOORSINK 1 � , 3/4DRAINS FROM ITEMS #2 1 , #211 ,711, P 106 1 FUNNEL FLOOR DRAIN I 1 u, 3/4DRAINS FROM ITEM #22.0 P 107 1 FLOOR SINK (4) 1 - 1 /2", 3/4 DRAINS FROM ITEMS #23❑, #23 1 , #232 & #247 P 1 0$ 1 FLOOR SINK ( (4) 1 - 1 /2°, 3/4 DRAINS FROM ITEMS #2,30, #231 , #232 & #242 P 1 09 1 FLOOR SINK (3) 1 -1 /2DRAINS FROM ITEMS #239, #240 & #241 SCALE: N .T.S. SHEET NO: e- SH ♦FOODSERVICE DESIGN 28.1 27.1 !1816- :` . . � .. ----------------- 4 j, j - - J 127 516 S. KENWOOD AVE. �S ► C - - -- BALTIMORE, MD Ph. 443.469.1622 - t F�ff ( SUBMITTAL: 80 0.1 i' 1 6. 1 1 . 1 6 FS-S D4 .. 1 6. 1 1 2 1 FS 50%DD 16. 1 1 .29 FS 50%DD REV J J E1 1 6. 1 2. 1 2 100% DD ( I 128 ------ - - ........ . ........... .. . 10 9 El 8 6 2 (x2) co i u 8$ ........... E2 $9 E2 91 95- - - IL i. C ... _ i' I E2 E4 = til � 1I I I ii ,,,' �__ --i 26 I C , 16.1 E3 � 107 1. J S 15 J t 60 ........... . C I I E4 ,; l _.. I i �� I I f I El .: E1 _•:J z� (30 E ' ------- --------- ---- --------- - - ---- ------- ---------- --- 112 125 .. C 71 126 C - - ---� 122 C ? 101 108 107 101 121 J i 69 57 120 16 ;I E3 E3 E3 E3 E3 C 2 co 119 i E2 118 - 56 E4 - 67 54 E1 e❑-I I 51 ❑I ( 115 36 J I I U E2 -IF-+ 112 J @5 ....... ca U ca .......... .......... (29cd .1 C1 -----{61 El � 54 rN co zz 52 50 E1 ........ LE I I = I E1 3$ E2 E2 E4 42 E2 47 E4 E2 EGRESS RAMP J Y Z 1 � � ELEC Q REMARKS 7411 ELECTRICIAN TO PROVIDE CORD & PLUG. 7411 NEMA 5- 15F' 74° VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. 9011 ELECTRICIAN TO PROVIDE CORD & PLUG .. .. - ** 1 1 5V CONNECTION TO ICE MARKER. VERIFY E) h - ❑ D � B11 *CIRCUIT SIZE INDICATED. PROVIDE ON SEI fj CIRCUIT W/ ISOLATED GROUND & COM CON POS WIRING BY OTHERS . (VERIFY) OWNER F SCALE: 16 NEMA 5- 1 5P 1 /4 I N. = 1 FT. 6NEMA 5- 15p _ FIRST FLOOR 16 NEMA 5- 1 5 P FOODSERVICE ELECTRICAL SHEET NO: 1 611 NEMA 5- 1 5P 4611 *CIRCUIT SIZE INDICATED. PROVIDE ON SEI _ _ RFS= ElOUGH - IN CIRCUIT W/ ISOLATED GROUND & COM CON PLAN ELECTRICAL NOTES S ELECTRICAL LEGEND FINISHED CEILING - --- ........ ....... ---- ROOFBTC BRANCH TO CONNECTION POINT(S) T O P A) THIS DRAWING INDICATE ROUGH-IN LOCATIONS FOR EACH PIECE. OF FOODSERVICE EQUIPMENT. THE DESIGN OF SYSTEMS TO ACCOMMODATE THESE REQUIREMENTS IS V VOLTS TO BE IN ACCORDANCE WITH ALL APPLICABLE CODES AND MEET WITH THE APPROVAL 0 PHASE OF ALL GOVERNING AUTHORITIES. EMT CONDUIT A .AMPS ♦FOODSERVICE DESIGN* B) UTILITIES SHOWN ARE FOR FOODSERVICE EQUIPMENT ITEMS ONLY. THIS DRAWING REM OTE KILOWATTS REFRIGERATION MUST BE USED IN CONJUNCTION WITH THE ELECTRICAL DRAWINGS FOR OTHER KW SYSTEM (VERIFY REQUIRED UTILITIES. HP HORSEPOWER C) CONCEAL ALL UTILITIES IN WALLS AND STUB OUT OF WALLS AS [REQUIRED FOR / HEX JUNCTION BOX EXACT LOCATION) CONNECTIONS. DO NOT STUB OUT OF FLOOR OR RUN EXPOSED ON THE FACE OF @ 48" A.F.F. FOR FIRE C ON/OFF SWITCH WALLS. PULL STATION ® DATA/TELEPHONE (LOW VOLTAGE) 516 S. KENWOOD AVE. D) EXPOSED CONDUIT TO BE STAINLESS STEEL OR CHROME PLATED. RECESSED INSIDE WALL. ® STUB-UP BALTIMORE, MD E) POWER TO ALL ELECTRIC OPERATED EQUIPMENT UNDER THE HOOD IS TO COME EC EQUIPMENT CONNECTION FROM THE PANEL WHERE THE MAIN BREAKER IS INTERWIRED WITH THE FIRE Ph. 443.469.1622 EXTINGUISHING SYSTEM SO THAT POWER SHUT-OFF IS ACHIEVED UPON EITHER JB JUNCTION BOX MANUAL OR AUTOMATIC OPERATION. F) PROVIDE A FLUSH, EMPTY JUNCTION BOX AT EACH REMOTE FIRE CABLE PULL STATION. e VERIFY EXACT LOCATION DR DUPLEX RECEPTACLE J 3OO PROVIDE CONDUIT CONCEALED IN WALL FROM JUNCTION BOX TO A POINT 6° ABOVE WITH FIRE SYSTEM INSTALLER SR SINGLE RECEPTACLE SUBMITTAL: FINISHED CEILING. 7Q4GPDR GEN. PURPOSE DUPLEX RECEPTACLE 1 6. 1 1 . 1 6 FS-5 D4 G) PROVIDE CONDUIT AND WIRING BETWEEN THE FUEL LINE SOLENOID SHUT-OFF VALVES, 1 6. 1 1 .21 F5 50%DD SHUNT TRIP BREAKERS, CONTACTORS AND FIRE EXTINGUISING SYSTEMS. `<D FP FIRE PULL STATION, SEE DETAIL H) PROVIDE CONDUIT AND WIRING BETWEEN ELECTRIC DEFROST UNIT AND CONDENSING FIRE PULL STATION 2.1 i].i 1 6. 1 1 .29 FS 50%DD REV UNITS FOR WALK-IN FREEZERS AS REQUIRED. FIRE SYSTEM NOTES: 1 6. 1 2. 1 2 100% DD 1) ELECTRICAL SYSTEM IS DESIGNED FOR 120/208 VOLTS, 1 &3 PHASE, ELECTRICIAN TO PROVIDE AND INTERCONNECT SHUNT TRIP J J 60 HERTZ, 4 WIRE SYSTEM. BREAKERS FOR THE SHUT DOWN OF ALL ELECTRIC FUEL SOURCES UNDER THE EXHAUST HOODS. THE ELECTRICIAN SHALL J) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL JUNCTIc3N BOXES, RECEPTACLES, COVER PLATES, PULL BOXES, CONDUIT AND WIRING EXCEPT WHERE INTERCONNECT WITH EXHAUST/SUPPLY FANS PER LOCAL CODE NOTED. RECEPTACLES AND COVER PLATES SHALL BE BRUSHED STAINLESS REQUIREMENTS FOR PROPER SHUT OVERAGEDOWN/STO ON SEQUENCE q STEEL FURNISHED BY ELECTRICAL DIVISION. DURING A FIRE CONDITIONS, FOR COVERAGE OF ITEMS UNDER ICE MACHINE REMOTE HOOD. ELECTRICIAN TO K) ALL CONDUIT RUNS INDICATED FOR REFRIGERATION, DRINK AND LIQUOR SYSTEM PROVIDE EMPTY JUNCTION Box WITH LINES SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION. CONDUIT TO FINISH CEILING AS INDICATED ON FOODSERVICE REFRIGERATION ELECTRICAL PLANS FOR FIRE PULLS, FIRE SYSTEM INSTALLER TO SYSTEM (VERIFY CONDUIT SHALL HAVE 24" (60OMM) MINIMUM RADIUS BENDS. SEE FOODSERVICE SPECIAL CONDITIONS PLAN FOR LOCATIONS AND ADDITIONAL SPECIFICATIONS COORDINATE AND VERIFY THE EXACT LOCATION OF THE PULL STATIONS AS REQUIRED BY LOCAL CODE. EXACT LOCATION L) KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH AND INSTALL- VAPOR PROOF VENTILATOR LIGHTS COMPLETE WITH LAMPS. INTERCONNECTING CONDUIT, WIRING WITH WALL SWITCH FURNISHED AND INSTALLED BY THE ELECTRICAL DIVISION. M) ADDITIONAL CONVENIENCE RECEPTACLES, TELEPHONE AND INTERCOM JACKS AND TEMPERATURE MONITORING SYSTEM ETC, SHALL BE LOCATED BY THE ELECTRICAL ENGINEER/ ARCHITECT AND AS REQUIRED BY CODE. N) KITCHEN EQUIPMENT CONTRACTOR SHALL FURNISH DISPOSER CONTROLS. ELECTRICAL ELECTRICAL DIVISION SHALL FURNISH AND INSTALL INTER-CONNECTING CONDUIT AND WIRE BETWEEN SWITCH, DISPOSER AND COMPONENTS. 0) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN MICRO-SWITCH AND SOLENOID FUEL SHUT OFF VALVE FURNISHED WITH FIRE SUPPRESSION SYSTEM SUPPLIED BY THE KITCHEN EQUIPMENT E2 206 E1 CONTRACTOR. P) PRE-FABRICATED COLD STORAGE ROOMS ARE FURNISHED BY THE KITCHEN EQUIPMENT CONTRACTOR COMPLETE WITH SPLICE BOXES, LIGHT FIXTURES, LAMPS, LIGHT SWITCHES AND DOOR HEATERS. ELECTRICAL DIVISION TO INSTALL SAME AND SHALL FURNISH AND INSTALL INTERCONNECTING CONDUIT, WIRE SEALOFFS, SEALANT AND MAKE FINAL CONNECTIONS. 4) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL ALL INTERCONNECTING CONDUIT AND WIRING BETWEEN KITCHEN EQUIPMENT CONTRACTOR FURNISHED LOW TEMP COLD STORAGE ROOM EVAPORATOR TERMINAL BLOCK, SWITCH, FAN DOOR SWITCH AND COMPRESSOR CONTROL PANEL. R) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL EMPTY CONDUIT WITH JUNCTION BOXES FOR INSTALLATION OF OWNER SUPPLIED I.T. EQUIPMENT INCLUDING POS/ ELECTRONIC CASH CONTROL SYSTEM. ELECTRICAL DIVISION TO VERIFY INSTALLATION ` IN ACCORDANCE WITH OWNERS REQUIREMENTS AND MANUFACTURERS INSTRUCTIONS. "— E2 211 212 217 S) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL DISCONNECTS FOR ALL ELECTRICAL EQUIPMENT UNDER HOOD ACTIVATED BY FIRE SUPPRESSION SYSTEM. co T) FOR POS SYSTEMS, PROVIDE DEDICATED CIRCUIT, ISOLATED GROUND. PROVIDE AN EMPTY J-BOX WITH CONDUIT FOR INTERCONNECTING POS TERMINALS AND PRINTERS. VERIFY ALL REQUIREMENTS WITH SYSTEM SUPPLIER. ` U) FOR WALK-IN REFRIGERATORS/FREEZERS, ALL CONDUIT SHALL BE RUN ON THE EXTERIOR CEILING OF ALL COLD STORAGE ROOMS AND SHALL PENETRATE THEco CEILING AT A POINT WHERE THE CONDUIT CAN DROP DIRECTLY T[3 THE POINT OF J. CONNECTION. UNDER NO CIRCUMSTANCES, WILL THE ELECTRICAL CONDUIT BE 219 PERMITTED ON THE INTERIOR. V) ELECTRICAL DIVISION SHALL FURNISH AND INSTALL HEAT TAPE WRAP AROUND 246 E2 221 222 E2 225 226 U CONDENSATE DRAIN LINES IN ALL WALK-IN FREEZERS, ITEM #1 26 1' _ II c ca co I I _ _- ca -gyp 11 1: E3 E3 , 1 (✓ 1 I _.. M 11 ` ` .► I [ .......... ...................... .............. ............ ................... ........... II ; .................... -00 ................- - AM Afft LL----- ------ ———— ------ --- -- ------- ----- ---� 238 235 E_ 238 235 E3 E3 E3 E3 ILI SCALE: 1 /4 I N. = 1 FT. SECOND FLOOR SHEET NO: FOODSERVICE ELECTRICAL FS= E2 ROUGH - IN PLAN ELECTRICAL ROUGH - IN SCHEDULE Nlz-- SHJ Li Q ♦FOODSERVICE DESIGN WZ H 03 C3 U3 a _ a � M W S ELEC ITEM QTY DESCRIPTION Q � _ � li o a w Q REMARKS 2 1 ICE MAKER, NUGGET 1 8.4 208 1 6.0 X 90��. ELECTRICIAN TO PROVIDE CORD. & PLUG 2. 1 516 S. KENWOOD AVE. 1 REMOTE CONDENSER UNIT ** 1 1 5 1 6❑ X ** 1 1 5V CONNECTION TO ICE MARKER. VERIFY EXACT LOCATION. _. _. _. _. _. .. .. .. _. _ _ _ _ _ _ _ _. 6 2 ICE MAKER, CUBE 1 1 . 5 1 15 1 60 X ELECTRICIAN TO PROVIDE CORD & PLUG. ** ( 1 ) @ 54° AFF & ( 1 ) @ 84° AFF BALTIMORE, Ph. 443.469.1622 B 1 BULK CO2 SYSTEM BY VENDOR 20* 120 1 60 X 24 *CIRCUIT SIZE INDICATED. VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. I 1 RECEIVING SCALE.. 9 _ _ _ _ _ __ __ _. _. _ 5.0 1..20.... 1 6D X 1.6 NEMA .5- 15P . _ _ _ _ _ _ _ . ___ ____ _ _ _ _ _ _ _ _ _. ii SUBMITTAL: 1 ❑ 1 WATER FILTER 0.8 0. 1 120 1 60 X 36 NEMA 5- 1 5P 13 1 REMOTE BEER SYSTEM 25.2 120 1 60 X 1 14° 16. 1 1 . 16 FS-SD4 DD 15 1 REACH-IN FREEZER 12.0 1 /3 1 15 1 60 X 84 NEMA 5- 15P n o _. ... ... ._ _. .. _. ._ ... .... ... _. _ _ 1111. ._ ._ ... ... ... ... _ _ ._ _ . WALK-IN COOLER H . 1 6. 1 1 .29 FS 50%DD REV 16 1 5.0 120 1 60 X 144 FOR COOLER DOORS & LIGHTS. ELECTRICIAN TO HANG, _. _. 1 6. 1 2. 1 2 100% DD INSTALL, & SUPPLY ALL REQUIRED LIGHT BULBS . FIXTURES BY KEC. ELECTRICIAN TO RUN ALL CONDUIT ON EXTERIOR (ABOVE) WHERE POSSIBLE AND SEAL ALL PENETRATIONS SEE SHEET FS-WIC FOR ADDITIONAL SCOPE REQ . 1 6. 1 _ _1_ _ EVAPORATOR COIL 2.7 1-1 5 _ 60 X 44�i SEE SHEET FS-R FOR ADDITIONAL SCOPE REQ . ... ... ... ... ... .. 22 1 SODA BAG N BOX SYSTEM BY VENDOR 20* 120 1 60 X 24 *CIRCUIT SIZE INDICATED. VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. _. _. _. _. .. __.. _ _ _ _. _. _. _. _ _ _ _. _ __ .. .. .. .. .. .. _. .. .. _. _. 26 1 PREP COUNTER W/ SINK ** 1211 1 60 X 1 14 **STUB DOWN FROM ABOVE THRU INTEGRAL CHASE TO PULL BOX. SERVICE FOR ... ... ... . FOUR (6) CONVENIENCE OUTLETS AND ITEM #27 .. ... ... ._ .. 27 3 U . C. REFRIGERATOR, 2-DOOR 3.9 1 /5 1 15 1 60 X * *SERVICE FROM ITEM #26. NEMA 5- 1 5P 29 1 EXHAUST HOOD * 120 1 60 X 102 *INTERCONNECT TO ITEM #29. 1 . SEE FS-M FOR FURTHER DETAILS & SPECS 29. 1 1 FIRE SUPPRESSION SYSTEM & CONTROL PANEL 15.0 120 1 60 X 60° ELECTRICIAN TO BTC THRU TO EXHAUST HOOD, ITEM #29 FOOD HOOD LIGHTS, MAKE CONNECTIONS ABOVE HOOD. REFER TO EQUIPMENT PLAN , SHEET FS-M , FOR FURTHER DETAILS AND SPECIFICATIONS . SEE MECHANICAL PLANS FOR EXACT ELECTRICAL REQUIREMENTS & FAN CONTROL SPECIFICATIONS. 30 1 PRESSURE FRYER, GAS 10.0 1 . 1 5 120 1 60 X 24 NEMA 5- 1 5P 32 1 COMBI OVEN, ELECTRIC 46.0 16. 5 208 3 60 X 36ELECTRICIAN TO PROVIDE CORD & PLUG. . 35 1 COMBI OVEN, ELECTRIC 58.0 21 .0 208 3 60 X 54ELECTRICIAN TO PROVIDE CORD & PLUG. 36 1 TILTING SKILLET, ELECTRIC 39.❑ 12.0 208 3 60 X 24�� _ 38 1 MIXER, 40 QT 9.3 1 - 1 /2 208 1 60 X 4BELECTRICIAN TO PROVIDE CORD & PLUG. 42 1 REACH-IN REFRIGERATOR/FREEZER, 1 DOOR 1 1 . 1 1 /4 1 1 5 1 60 X 84 NEMA 5- 1 5P ca 47 1 INGREDIENT PREP REFRIGERATOR 6. 3 1 /5 1 15 1 60 X 16NEMA 5- 1 5P 50 1 CONVECTION OVEN, ELECTRIC 13.0 3.0 208 1 60 X 72NEMA 5- 15P 51 1 INGREDIENT PREP REFRIGERATOR 9.0 1 /4 1 15 1 60 X 16 NEMA 5- 1 5P 52 5 HEAT LAMP, HANGING 15.0 0.3 1 15 1 60 X 42° BTC TO SWITCH AS SHOWN ON PLAN. SERVICE FOR 5 LAMPS. . .. .. .. .. . _. _ _. __ . _ .. _. _. _. _. 54 2 REFRIGERATED INGREDIENT RAIL 2. 5 120 1 60 X 24�� ULL 56 1 DROP-IN HOT WELL7.9 1 .65 208 1 60 X 24NEMA 6-20P -F-+ 57 1 WAFFLE BAKER 1 2.❑ 3.3 208 1 60 X 42 NEMA 6-20 11 P _. _ 1111. Ca ca 58 1 HOT HOLDING CABINET 3.7 0. 76 20B 1 60 X 16 NEMA 6-20P 60 1 INGREDIENT PREP REFRIGERATOR 9.0 1 /4 1 15 1 60 X 16NEMA 5- 15P ... ... ... ... ... .. ... ... ca 61 1 EXHAUST HOOD _ _ _ _ * *IN - 1 20 1 60 X 1 ❑2° *INTERCONNECT TO ITEM #29 1 SEE FS-M FOR FURTHER DETAILS & SPECS 65 1 FRYER DUMP STATION 1 ❑.❑ 1 2❑ 1 6❑ X 48M�� NEMA 5- 1 5P. CONNECTION FOR HEAT LAMP. c J c ca 67 1 PLANCHA W/ CONY. OVEN - 36��, GAS 5.❑ 1 20 1 6❑ X 24�� NEMA 5- 1 5P. CONNECTION FOR CONVECTION OVEN BASE .. .. .. _. _. 68 1 REFRIGERATED EQUIPMENT STAND 6. 7 1 /3 1 15 1 60 X 16NEMA 5- 1 5P _71 . 1 _ 1 DROP-IN HOT WELL 7.9 1 . 65 _ 208 _ 1 60 X 24 NEMA 6-20P .. .. _. .. _ _ _ _ _ .. _. . 72 1 6 BURNER RANGE W/ CONV. OVEN - 36°, GAS 5.❑ 120 1 60 X 24NEMA 5- 1 5P. CONNECTION FOR CONVECTION OVEN BASE AN Aft ._ . ... ... .. ... ... .1111 _ _ _ . ... .. B 1 DISHWASHER, CONVEYOR TYPE 45.0 15.0 208 3 60 X 84° _ ... _ 80. 1 1 BOOSTER HEATER 100 36.0 208 3 60 X 24ii 88 1 BACK BAR COOLER, 2-DOOR 5. 5 1 /4 1 11 1 15 1 60 X 16NEMA 5- 15P 89 1 BACK BAR FREEZER, 1 -DOOR 2. 3 1 /6 1 15 1 60 X 16 NEMA 5- 1 5P 91 1 BACK BAR COOLER, 3-DOOR 6.3 1 /3 1 15 1 60 X 16NEMA 5- 15P 95 1 REACH-IN WINE REFRIGERATOR, 1 DOOR 2. 3 1 15 1 60 X 54° NEMA 5- 1 5P F) SCALE: N .T.S. SHEET NO: ELECTRICAL ROUGH - IN SCHEDULE -F-R S H J Q ♦FOODSERVICE DESIGN v � W � � Z U ~ ELEC U7 W En Q 0 W z, w � ITEM QTY DESCRIPTION °- � Q v _ >° a u o a w Q REMARKS 101 2 SODA GUN BY VENDOR 20* 1 2❑ 1 6❑ X 1 2" *CIRCUIT SIZE INDICATED. VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. .. . .. ... ... . 516 S. KENWOOD AVE. 107 2 POS CASH REGISTER SYSTEM BY OWNER 1 5* 120 1 60 X24° *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE BALTIMORE, MD CIRCUIT W/ ISOLATED GROUND & COM CONDUIT. Ph. 443.469.1622 POS WIRING BY OTHERS. (VERIFY) OWNER PROVIDED ITEM 1 0 1 GLASS WASHER, HIGH TEMP 30.5 120 1 60 X 24ELECTRICIAN TO PROVIDE CORD & PLUG. SUBMITTAL: 1 12 2 POS SYSTEM BY OWNER 1 5* 120 1 60 X 56° *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE CIRCUIT W/ ISOLATED GROUND & COM CONDUIT. 16. 1 1 . 1 6 FS-S D4 16. 1 1 .21 FS _ _ _ .. _ _ ... ... ... ... .. POS WIRING BY OTHERS . (VERIFY) OWNER PROVIDED ITEM 50%D 1 6. 1 1 .29 FS 50%DD REV 1 17 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR 1 2.❑ 1 15 1 60 X 24VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. 1 6. 1 2. 1 2 100% DD 1 1 8 1 WATER PURIFICATION SYSTEM 15.0 1 /3 120 1 60 X 24VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. ... ... ... ... ... ... ... ... . 1 19 1 GLASS WASHER, HIGH TEMP 30. 5 120 1 60 X 24ELECTRICIAN TO PROVIDE CORD & PLUG. 1 20 1 ESPRESSO/CAPPUCCINO MACHINE ESPRESSO MACHINE 23.0 5.4 208 1 60 X 54NEMA 6-30P (VERIFY) OWNER PROVIDED ITEM MILK REFRIGERATOR 1 . 7 0.2 1 1 5 1 60 X 54° NEMA 5- 15P (VERIFY) OWNER PROVIDED ITEM ... .... .... .... . 121 1 COFFEE GRINDER 1 1 .❑ 1 .32 120 1 60 X 54° NEMA 5- 1 5P _. _. . ._ .. __ .. .. _. 122 1 COFFEE BREWER 27. 5 6. 6 120/240 1 60 X 54ELECTRICIAN TO PROVIDE CORD & PLUG. 125 1 TEABREWER 14.❑ 2.9 120/208 1 60 X 54° ELECTRICIAN TO PROVIDE CORD & PLUG. ... .... .... .... . _ _ _ _. _ .__.. _ . ... ... ... ... _ .. _ _ _ ... _ ._ 126 1 U .C. REFRIGERATOR, 1 -DOOR 4.0 1 /6 1 1 5 1 60 X 24NEMA 5- 15P 127 1 WALK-IN COOLER 5.0 120 1 60 X 1 44° FOR COOLER DOORS & LIGHTS. ELECTRICIAN TO HANG, INSTALL, & SUPPLY ALL REQUIRED LIGHT BULBS FIXTURES BY KEG. ELECTRICIAN TO RUN ALL CONDUIT ON EXTERIOR (ABOVE) WHERE POSSIBLE AND SEAL ALL PENETRATIONS SEE SHEET FS-WIC FOR ADDITIONAL SCOPE REQ . 127. 1 1 EVAPORATOR COIL 1 .13 1 15 1 60 X 144° SEE SHEET FS-R FOR ADDITIONAL SCOPE REQ . 12B 1 WALK-IN FREEZER 5.0 120 1 60 X 144FOR COOLER DOORS & LIGHTS. ELECTRICIAN TO HANG, . ... .. ... _ _ .. ... . . ... ... ... .. INSTALL, & SUPPLY ALL REQUIRED LIGHT BULBS. FIXTURES BY KEC. ELECTRICIAN TO RUN ALL CONDUIT ON EXTERIOR (ABOVE) WHERE POSSIBLE AND SEAL ALL PENETRATIONS SEE SHEET FS-WIC FOR ADDITIONAL SCOPE REQ . 12B. 1 1 EVAPORATOR COIL 8.8 . 208/115 . l 1 60 X 144° SEE SHEET FS-R FOR ADDITIONAL SCOPE REQ . cd IVA 0 c\l Q m W W Z IL � a o = � � J J � ELEC }, ITEM QTY DESCRIPTION Q _ > IL 1.3 o a w Q REMARKS 206 1 GLASS WASHER, HIGH TEMP 30. 5 120 1 60 X 24 ELECTRICIAN TO PROVIDE CORD & PLUG. ca ca 21 1 1 U . C. REFRIGERATOR, 1 -DOOR 4.0 1 /6 1 15 1 60 X 124° NEMA 5- 1 5P -1-r 21 2 1 SODA & ICE DISPENSER, DROP-IN BY VENDOR 12.0 1 15 1 60 X I 24VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. ca < m _ ... .. ... ... ._ _ _ _ ._ ... ... .. ... ... ... .. _ _ _ ... _ _. . _ _ . ... ... ... .. 217 1 ICE MAKER, NUGGET 1 8.4 20B 1 60 X 190�� ELECTRICIAN TO PROVIDE CORD & PLUG _. ... ... .. _ ... ... ... ... 217. 1 1 REMOTE CONDENSER UNIT ** 1 15 1 60 X ** 1 1 5V CONNECTION TO ICE MARKER. VERIFY EXACT LOCATION. 21 8 1 POS CASH REGISTER SYSTEM BY OWNER 1 5* 120 1 60 X 48° *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE CIRCUIT W/ ISOLATED GROUND & COM CONDUIT. POS WIRING BY OTHERS. (VERIFY) OWNER PROVIDED ITEM I 2 1 9 1 BACK BAR COOLER, 2-DOOR 5. 5 1 /4 1 1 5 1 60 X 16 NEMA 5- 15P 221 1 BACK BAR COOLER, 2-DOOR 5. 5 1 /4 1 15 1 60 I X 16 NEMA 5- 1 5P _. .. _ .. .. .. __ .. 222 1 BACK BAR FREEZER, 1 -DOOR 2. 3 1 /6 1 15 1 60 I X 16 NEMA 5- 15P _. __ .. _ ._ _ _ .. ... ... ... ._ ... ... .. . . ... ... .. ... .. ... _ .. _ ... _ _ _ __ ... ... ... _._.. _. ... .. ... 225 1 BACK BAR COOLER, 3-DOOR 6. 3 1 /3 1 15 1 60 I X 16 NEMA 5- 1 5P 226 1 POS SYSTEM BY OWNER 1 5* 120 1 60 X 48 *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE CIRCUIT W/ ISOLATED GROUND & C❑ M CONDUIT. POS WIRING BY OTHERS. (VERIFY) OWNER PROVIDED ITEM 235 1 SODA GUN BY VENDOR 20* 120 1 60 I X I 12 *CIRCUIT SIZE INDICATED. VERIFY REQUIREMENTS, VENDOR PROVIDED ITEM. 238 2 POS CASH REGISTER SYSTEM BY OWNER 1 5* 120 1 60 X 24° *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE CIRCUIT W/ ISOLATED GROUND & COM CONDUIT. PDSWIRING BY OTHERS. (VERIFY) OWNER PROVIDED ITEM _ . ... .. . .. 240 1 GLASS WASHER, HIGH TEMP 3❑. 5 120 1 60 X ) 24�� ELECTRICIAN TO PROVIDE CORD & PLUG. _ .. . ... ... ... _ _ _ . ... . 246 1 POS PRINTER BY OWNER 1 5* 120 1 60 X 24° *CIRCUIT SIZE INDICATED. PROVIDE ON SEPARATE I CIRCUIT W/ ISOLATED GROUND & COM CONDUIT. . ... ... .. ... .. POS WIRING BY OTHERS. (VERIFY) OWNER PROVIDED ITEM 132 1 AIR COOLED REMOTE REFRIGERATION RACK 32.2 20B 3 60 X SEE SHEET FS-R FOR ADDITIONAL SCOOPE REQUIREMENTS 40 AMP CIRCUIT REQ. VERIFY EXACT LOCATION ON ROOF E 1 LOT CONVENIENCE OUTLET, LOW 15 120 1 60 X 1 8° .. .. .. .. _. .. u E2 LOT CONVENIENCE OUTLET, HIGH 15 120 1 60 X 48 _.. .. .. .. ... __ _ .. _. .. .. ... ... ... ...__ ... .. ... _. ... ... ... ... ._ _ _ __ _ . _. SCALE' E3 LOT CONVENIENCE OUTLET, BAR 20 208 1 60 X 39MOUNT OUTLET HORIZONTALY11 11 1.111, .. .. ... I ... 1. 1.. .., ... .. ... I Irl 11 - 1- 11, 11 11111 ''. .. ... I.. .., - ... ... ... ... ... ... , TIGHT TO UNDERSIDE OF 8 A R TOP N T S E4 LOT CONVENIENCE OUTLET, 208V 20 208 1 60 X 48° SHEET NO: REFRIG-0-PAK SYSTEM 12'p 629 1 4" P O W E R S U P P LY:208V/3PH/60HZ FUSE SIZE: 40 AMP AIR ALLOW 3699 CLEAR AROUND UNITto COO LTE C ENGINEERING SUMMARY CONNECTED LOAD =30.6AMP MINIMUM AMPACITY 32.2AMP _ _ $„ IN PITCH POCKET OPENING FIXTURES COMPRESSORS UNIT COOLER SYSTEM LE SIZE (O.D.) AND RUN ACCESSORIES (SEE SUPPLY CODE FOR REFRIGERATION LINES 15" 21 TEMP (F) W RATING O 60 Hz TOTAL POWER z z s oC. HIT - DESCRIPTION i MODEL = O 60 Hz gs.� o MODEL 1 N FAN HEATER 208V. 60 Hz c z �r TIME CLOCK 48 �c ( L+Iz ws sW 48 56 OUTLINE OF REFRIGERATION RACK z - `� RLA V PH ' o RLA V FLA V PH AMPS PH ` �' CONDENSER FAN MO _ 1/2 3.6 208 1 7.2 1 ♦FOODSERVICE DESIGN i s sPITCH POCKET OPENING FOR j� 6" ,.--PITCH ONES if 6„ „ 4 A 128 WALK-IN FREEZER -10 -20 COCA 16 CF06K6E-TF 1.5 6.3 208 3 6.8 E 28.1 1 LET065BEK 1.0 208 7.8 208 1 7.3 3 S 7/83/8 ,070 F F F F F F aTsxB-240 6 PLAN VIEW OF ROOF PLATFORM 2 4„ B 127 BEVERAGE COOLER 35 25 404A 16 RST64C1 E-CAV 3/4 8.1 208 1 9.9 G 27.1 1 SMO9OAEE 1.8 115 8.1 1 S 7/83/81 100 F F F F F F MIL-72A 50" 18 GAUGE 2" HIGH PITCH POCKET COLLARS WITH ROOF GALVANIZED 516 S. KENWOOD AVE. METAL" CAP WATER-TIGHT SOLDERED JOINTS � C 16 WALK-IN COOLER 35 25 40" 16 ZS11KAE-TF 1.3 9.3 208 3 15.5 G 16.1 1 SM134AEE 2.7 115 9.3 3 S 7/8 3/8 100 F F F F F F MIL-77A ., BALTIMORE, MD 6" it Ph. 443.469.1622 1.15656'- JTE ELECTRIC (TIMED) B BRANCH * SUPPLY CODES: MODEL N ❑ . G GRAVITY (TIMES) F - FACTORY INSTALLED 16" ( C R S 4 H HOT GAS (TIMED) M MAIN L - LOOSE (FIELD INSTALLED) SUBMITTAL: 0 OFF CYCLE (TEMP.) S SINGLE M - MANUFACTURER EQUIPPED ROOFING MATERIAL. To RUN O.C. TVP. 3/4 THICK C ® L U S L I TED R REFRIGERATION CONTRACTOR 1 6. 1 1 . 1 6 F S-S D 4 UP UNDER METAL CAP HEAVY GAUGE METAL PLYWOOD SUB-TOP - ALL SYSTEMS ENGINEERED WITH R-4-04A REFRIGERANT. ANY RA ILS NOT SUPPLIED BY COOLTEC MUST BE EQUIPPED WITH R-404A EXPANSION VALVES. CONTINUOUS ALL AROUND PLATFORM FRAMING NOTES - REFRIGERATION PIPE SIZES ARE BASED ON A MAXIMUM LINE RUN UP TO 100 EQUIVALENT FEET FOR LIQUID AND SUCTION LINES. 1 6. 1 1 .2 1 FS 5 O%D D 0 0 VERIFY UNE LENGTHS WITH JOB SITE CONDITIONS AND UNE ROUTING AT INDIVIDUAL INSTALLATIONS. GENERAL CONTRACTOR TYPICAL SECTION VIEW CONDENSING UNIT - "COMPRESSOR MOTOR PROTECTED UNDER PRIMARY SINGLE PHASE PROTECTION" 1 6. 1 1 .29 FS 5 O%D D R E V 62" " 1. GENERAL CONTRACTOR TO PROVIDE LEVEL PLATFORM AT CODE HEIGHT. - EFFECTIVE JANUARY 1. 2009, ALL WALK-IN COOLER AND FREEZER EVAPORATIVE COILS INSTALLED IN THE U.S.A. SHALL BE SUPPLIED WITH ENERGY 1 6. 1 2. 1 2 100% D D 56 ANCHOR BOLTS 2. PROVIDE TWO PITCH POCKETS IN THE PLATFORM AS LOCATED. 33SZ FILE SA32027 OR EFFICIENT (EC) MOTORS BASED ON THE FEDERAL ENERGY INDEPENDENCE AND SECURITY ACT (HR-6). TO SECURE RACK 3. PROVIDE SHEET METAL CAP WITH 2" PITCH POCKET COLLAAND WITH WATER OR LAG SCREWS - ELECTRO-FIN COATED CONDENSERS AGAINST SALT AIR CONTAMINATION AND CORROSION. R DOWN TO TOP OF TIGHT SOLDERED JOINTS. THE ROOF CURB REFRIGERATION CONTRACTOR 1. BACK FILL PITCH POCKET OPENING WITH EXPANDED FOAM AND ROOF SEALANT ESTIMATED WEIGHT (LBS.) 1 ZOO AFTER COMPLETION OF ELECTRICAL AND REFRIGERATION PIPING. R �IREF"RIG -O - PAKII SYSTEM # CRS-4 R PLATFORM DETAIL r rxox Pnal roaar to�allWs®snlL r' I MAIN FUSIBLE slszt MLTAL GAP �ooF a rtrru FAIM DISCONNECT that ELECTRICAL- weir soasw M1►tow. CONTROL PANEL _ to stat LIP u■ot sr ® � � �aoslsslollt aallls RAIN-TIGHT FLEXIBLE ' CONDUITS BY ELECTRICAL CONTRACTOR salF aauaus�,,,� HEAVY DUTY PLATFORM- BY LATFORM BY GENERAL CONTRACTOR y I t POWER FEEDER s ROOFWIRING CONDUIT / t ------------------------- _/ aumsoAss m sm vm ts�ts ootilaslt CONTROL CIRCUIT to NOIp roAII a wACE PtrMM WINING CONDOR INSTRUCTIONS FOR REFRIGERATION CONTRACTOR A. TAPE CAKOBOAIID AT TIE IIIORTOM OF WIN PRON POCKET ORINIIO An SH L AT THE 7WMOP OF W PROM POCW PRL M WM TAlIE EXPAIDAKE POAM INIMATION IN CIIDAt'�AL 'aKEAT PWNIItRAiNC POAY). AM LET FOAM CURE PON O1i NOIIL C. APPLY HEART I=LIFT PATCH UOOF CEMENT M ENwEEN IIDOWERATKM PIPIN%ELECT L LM!'i, AM FOAM. W GIME FCR FOUR 111011111LIMRML ALL F11PW AM LME= M THE I= P1=1 TO PTB. W B IMM WATN71 FROM PEEIMTIOH9 TNMW L R-� ELECTRICAL CC] NTROL PANEL R-� RAIN TIGHT PITCH POCKET co CIO co MAIN FUSOLE INlEII DISCONNECT ELw DEIECNION-- OMIEG7KM `J °F "°""' or I= SPECIFICATION CONSTRUCTION NOTES FOR TRADES ._ REFRIERATIaN LINES ♦"-� 23" 3" TO RUN INSIDE of RACK ACCESS PANEL _REMOTE REFRIGERATION PACKAGE H. ALL CORE DRILLING SQUIRED FOR REMOTE REFROERATION PIPING WORK BY THE REFRIGERATION CONTRACTOR, IS IN THE GENERAL AT THIS E'ND P-THNAP ITEM NO.-I 3 2 TYPICAL SUCTION LINE TRAP THE REFRIGERATION PACKAGE SHALT. SE PREF AND FACTORY ASSEMBLED UNIT. TRADE NAME "REFRIG-O-PAK", AS MANUFACTURED CONTRACTORS SCOOP Of WORK• COORDINATE EXACT LOCATION Aff� NUAEER OF PENETRATIONS WITH THE I fl1ATI0N CONIIIIIACTOR U. ca U HEAVY DUTY PLA O BY COOLTEC REFRIGERATION CORP.. 1250 E. FRANKLIN AVE.. POMONA. CA 91700. PHONE: (SOI) 066-Z22Y. FA& (909) SU-0777. AND COMPLY WITH ALL LANOL01lD REQUNIEMENTS FOR X-RAY of SLAB PRKMt TO W011K. ca BY GENERAL CONTRACTOR 2" E-MAIL ADDRE$$s L ANY ATTACHMENT TO BUILDING STRUCTURE FOR LOAD BEARING WEIGHT TO E PROVIDED AND CO-ORiIINATED BY GENERAL. CONTRACTOR. }� MAX. DIST J. GENERAL CONTRACTOR TO BACKFR.L ALL PffCH POCKETS TO TOP WiTH TAR OR PiTCH AFTER REFRIGERATiON AND ELECTRICAL LES tOEET! . DISTANCE CONTRACTOR SHALL FURNISH AND INSTALL. WHERE SHOWN ON PLANS, 1 COOL717C U.L APPROVED "AEFRIQ-O-PAK" ABG COOLED REMOTE HAVE �N WA. NIG' sTRElT BETWEEN TRAPS CRS-4 2. REFRIGERATION CONTRACTOR EIooW 1 REFRIGERATION PACKAGE. WITH CONTROL PANEL. 200 VOLTS, 3 PHASE. 90 HERiL REFRIGERATION SYSTEM SHALL BE < m s" HOUSED IN A WEATHER PROTECTED ENCLOSURE. THE FRAME, ENCLOSURE, AND PANELS SHALL BE FABRICATED OF GALVANQED STEEL. A. REFRIOERATKIN CONTRACTOR SHALL RUN ALL REFRIGERATION UKS WHICH EXTEND DOWN THOU WALL(S) BEFORE WALL($) ARE CLONED oKM -` THE ENTIRE FRAME SHALL BE PRE-ASSEMBLED. WELDED. CLEANED. AND PRIED AND POWDER COATED EPDXY ENAMEL AND BAKED. UP WHEN CONDOR S NOT PROVIDED. /Y1 s" D► FiAW CONDENSER FAN MOTORS $HALL E MOUNTED ON THE TOP OF THE E!lgASUE FOR BETTER HEAT DISCHARGE. II. REFRIGERATION NIT IS NOT TO SEAT. BOTH ENDS OF XCNDUR WITH FOMOFL AFTER ALL ONES HAVE BEEN RUN. � ) � a�LaRALIKKG 1. REFRIGERATION UNITS IF PULL BOXES) ARE SPECIFIED, THEY MUST BE A MINIMUM 12"x 12". O A. AIR-COOLED CONDENSING UNITS SNAIL SE HERM11TiC�0I,AC�R SCROLL TYPE (NPELANR). EACH UIOT SHALL BE Q4U WITH C. REFRIDERATKNN CONTRACTOR $MALL BISULATE ALL REFRIOERATiON 61I."iION UNE$. co TYPICAL SUCTION LINE TRAP HIGH-LOW PRESSURE CONTROL. LIQUID UNE DRER. SIGHT GLASS. HEAD PRESSURE CONTROL. ITIS CLOCKS AND PUMP DOWN SOLENOIDS. Q REFRIGERATION CONTRACTOR SWU VERIFY LOCATION OF BLOWER COR.(S) AND COMPRE$$OR(S) FOR ALL REFRIOERATED AREAL - B. ALL COMPRESSOR UNITS SHALL E NEW FACTORY ASSEMBLED 10 OPERATE WITH TAE REFRIGERANT SPECIFIED IN THE EIIGINEE�NG ` SUMMARY SHEET. RIUNT R-404A SHALL E USED ON ALL COMMERCIAL. TEMPERATURE UNITS AND LOW TEMPERATURE UNFM E' REFRIGERATION ACTOR. GEN SHALL VERIFY LOCATION OF PITCH POCKETS) FOR EFRIGERATKW LINE PEiETRATION TNRU ROOF WITH co w rnwr ,--vm Y C. THE CONDENSER SHALL BE SECTIONAL, REMOVABLE, WITH RIFLED TUBE SLATTED FINNED, AID SHALL BE DESIGNED FOR 20'FTD. GENS CONTRACTOR. " CONTRACTOR � INSTALL ALL PITCH POCKETS. F. CONTRACTOR SHALL USE ONLY CLEAN DEHYDRATED, SEALED REFRIGERATION GRADE A.C.R. COPPER TU61NG. U. REFRIGERATION UNE SEQUENCE n ROS ] Rgtl! THE CONDENSER SHALL E ELI,CTRO-FIN COATED AGAINST SALT AIR CONTAMINATION AND CORROSION. USE ONLY LONG RADIUS ELBOWS TO REDUCE FLOW RESISTANCE AND WE BREAKAGE. A B C MW,.ipN_ / IE90CNN 2. PRE-PIPING L SILVER SOLDER AND/OR SIL.-FOS SHALL E USED ON ALL � PIPING. SOFT SOLDER IS NOT ACCEPTABLE. R E F R 1 G E R A T i hI aF FLOW oa�LNw A. ALL REFRIGERANT ONES SHALL SE EXTENDED TO ONE SDE OF THE PACKAGE BI A NEAT AND ORDERLY MAKER. RUCTION TINES MUST USE MWMUM 36x SILVER SOLDER FOR DISSIMILAR METAL$. rC BE INSULATED WITH AWAFLEX (1" THICK FOR LOW TEMP, 3/4" THICK FOR MEDIUM TEMP). H. ALL PIPING MUST SE SUPPORTED WITH HANGERS THAT CAN WITHSTANDMMBIE THE COD WEIGHT OF TUBING. INSULATION, VALVE$. AND 15'-0" R-i PIPING CONNECTION SEQUENCE i<` wmw MAX. DISTANCE BETWEEN TRAPS L ALL TURNG SNAIL SECURELY $UPPORrEO ANDANCIOED WITH CLAMPL FLUID IN THE TUBING' C. SILVER SOLDER AND/OR SIL-FOOT SHALL BE USED FOR ALL REFRIGERANT PBMW. SOFT SOLDER R NOT ACCEPTABLE. I. USE NITROGEN IN THE COPPER TUBING DURING BRAZING TO PREVENT FORMATION OF COPPER OXIDES. LIQUID AND SUCTION LINES D. ALL PIPING TO E PRESSURE TESTED WITH NITROGEN AT 300 PSL MUST E FREE TO EXPAND INDEPENDENTLY OF EACH OTHER. DO NOT EXCEED 100 FEET WITHOUT A CHANGE IN DIRECTION OR AN TYPICAL SUCTION LINE TRA Pn AFTER THE CONDENSING UNIT AND OOIL HAVE BEEN NDN NECTED6 THE BALANCE OF THE SYSTEM SHALL E LEAKED TWO WITH ALL OFFSET. PLAN PROPER PITCHING, EXPANSION ALLOWANCE, AND P-TRAPS AT THE BASE OF ALL SUCTION RISERS AND AT EVERY 10 FEET 134" ``✓✓ VALVES OPENED. OF EVERY VERTICAL RISE. D ALL SEWCE VALVES AT SEVERAL. LOCATIONS FOR EASE OF MAINTENANCE. THESE VALVES MUST SE TYPICAL SUCTION LINE 3. CONTROL PANEL APPROVED FOR 400 PST WORKING PRESSURE. P-TRAP DETAILS A. THE PACIEAGE SHALL HAVE A FACTORY MOUNTED AND PRE-WINED CONTROL PANEL COMPLETE WITH MAIN FUSED DISCONNECT. J. ALL PIPING TO E TESTED WITH NITROGEN AT 300 PSI WITH ALL VALVES OPEN AND HELD FOR 12 HOURS. COMPRESSOR CIRCUIT BREAKERS. ND FUSES. CONTACTORS ATHE TIME CLOCKS WIRED FOR SINOLE POUR CONNECTION. ELECTRONIC LEAK DEFECTORS SHALL BE USED TO LOCATE ALL KS. LEA CLEAR CHARINING THE 62" PLATFORM CLEAR L ELECTRICAL. CONTRACTOR SNAL PROVIDE AND INSTALL MAIN POWER LIES TO PANEL. AND PROVE WIRE HARNESS WIRING FOR L ONCE SYSTEM CNAIMED COMPLETE SYSTEIII WALL � ADJUST ACUA11D TOBCONTRMMONSOLOLSV�M IINN�INO MORE MESSI CONFRRR.S�EXPANSION VALVES, 3fi" O pN CONTROL AND DEFROST HEATER BETWEEN AND THE DEFROST CLACK AND THE REFRIGERATION FIXTURES, ALL IN ACCORDANCE WITH THERMOSTATS, AND TIME CLACKS. RETURNPER AFTER 24 HOURS TO VERIFY FROM OPERATION OF SYl1EMS. 12" 48" RAC K - THE WRONG DIAGRAM AND PER LOCAL CODES. CLEAR or ►� M. REFRIGERATION CONTRACTOR TO PROVIDE AND INSTALL DRAIN LINE LHEATER WITH INSULATION IN FREEZER 10 BE CONNECTED BY 4. SAFETY CAUTION ELECTRICAL CONTRACTOR. A. EARA SYSTEM AND EVAPORATOR S SHIPPED UNDER NITROGEN PRESSURE. N. REFIIIGEAANf SUCTION LINES OUTSIDE OF REFRIOERATED COMPARTMENTS. NOT RUN IN CONDUIT, SHALL E INSULATED BACK TO USE CAUTION AND EXERCISE SAFETY AT ALL TIMES WHEN PREPARING FOR FiNAL HOOK-UP. COMPRESSOR WITH ARMSTRONG MMA-FLEX AP-20 FOAM PLASTIC INSULATION OR EQUAL. IN ACCORD WiTH DIRECTION OF THE 5. EVAPORATIVE COIL MANUFACTURER, MINIMUM THICKNESS SHALL L E 3/4 NISCH FOR COMMERCIAL 1L TEMPERATURE A1.0 INCH FOR LOW TEMPERATURE. 0. FILL, ROW WRIOCRATION ND ELtcnw& PITCH FOCKETS WITH FOAM AND SEALANT. 56" 15'-0" MAX DISTANCE A. EVAPORATIVE COLS SHALL SE DIRECT EXPANSION TYPE. FABRICATED OF COPPER TUBES WITH ALUMINUM FiNL ALL EVAPORATIVE CON3 p CONTRACTOR 1O IEFRIOERATION PENETRATIONS MADE TNRU WALK-IN AND c" ) PLATFORM MAXIMUM SHALL BE PROVIDED WITH SOLENOID VALVE. THERMOSTATIC EXPANSION VALVE, AND gLECYNNIC THERMOSTAT, PIPED AND WED 10 THE 128 BETWEEN TRAPS JUNCTION BOX FOR POSITIVE PUMP DOWN" EFRIERATED BASE SECTIONS OF COUNTERS' 48 B. EVAPORATIVE COILS SHALL E EQUIPPED WITH ENERGY SAVING "EC" MOTORS. 3. ELECTRICAL CONTRACTOR A. ELECTRICAL,RACK 70 PROM MAN POWER FOR THE _ PACKAGE AND CON_ L ELECTRICAL � 700 PROVIDES-WIRE SERVICE FROM SEFROM THE TIME CLOCK AT THE REFRIOERATKIN STYSIEM SYSTEMS.CONTROL AND DEFROST W $I= ELBOW w sow maw CONSTRUCTION NOTES FOR TRADES C. ELECTRICAL CONTRACTOR TO CONNIMT DRAW-UKHEATER W THE FREEZER. 1. GENERAL CONTRACTOR D. ALL ELECTRICAL WIINNG AND INSTALLATION SHALL SE ACCORDANCE WITH THE WIRWO DIAGRAM AND PER LOCAL. CODES. E. S CONTRACTED, ELECTRICAL CONTRACTOR TO INSTALL ALL CONDUITS FOR REFRIGERATION ONES IN WAU3, PRIOR TO WALLS ARE „ 9NWCTION OEIION A. CONTRACTORS LL LL SHAVERIFY ADIMENSIONS AND COORDINATE WITH OTHER TRADES. CLOSED UP. ALL PULL BOXES MUST SE A MINIMUM OF 1rx 12". 36 of "M or nmLGENERAL CONTRACTOR TO VERIFY AM LOCAL CODE MMUNIEKINIS AND MAINTENANCE ATE OF RACK WITH � CONTRACTORTO SATHE RAMLq, PLUMBING CONTRACTOR CLEAR �1•-TMP TRAP C. GENERAL CONTRACTOR TO VERIFY REFRIOERATON UNE RUNS THRU TO ROOF OR MULTI-STOITY BUILDING PRIOR TO CONSTRUCTION WITH A. PWMBNNG CONTRACTOR TO PROVIDE TYPE "M" COPPER DRAIN LINES FOR WALK-II REFRIGERATOR AND FREEZER. PITCHED 1/2 INCH SINGLE RISER RUN DETAIL MULTIPLE RISER RUN DETAILREFRIGERATION CONTRACTOR IOR A M. PER FOOT OF RUNT. IN FREE= HEATED DRAIN LIE MUST' E INSULATED TO PREVENT FREEZING" TRAP DRAW LINES OUTSIDE OF L ODOR CONTRACTOR TO VERIFY ACCESS OF CRANE OR MECHANICAL LIFT WiTH REFRIGERATION CONTRACTOR PRIOR TO CONSTRUCTION EFRIERATED SPACE TO AVOID ENTRANCE OF WARM AND MOIST AIR. ENERAL�)• L CONTRACTOR TO PROVIDE INDIVIDUAL DRAW LINE FOR EACH EVAPORATOR UNLESS 07 ERWISE CAU ED FOR W THE MANS. P-TRAP DETAILS AND E. CONTRACTOR MALL PREPARE AND WEATHER PROOF THE PLATFORM AND CURSED OPENINGS FOR TION PIPING AND C. ALL PLUMBING WSTALLATIW SHALL E W ACCORDANCE WITH LOCAL CODES. D CLEARANCEREQUIREMENT G CONDUIT. ROOF PAD TO E CONSTRUCTED OF HEAVY DUTY STEEL FRAMING, AND THE IN== NOW DICTATED PER LOCAL, ODOM R-1 AROUND RACKS PLATFORM R-1 SUCTION LINE RISER F. PROVIDE SHEET METAL CAP WITH r HIGH PITCH POCKET COLLAR AND WATER TIGHT SOLDERED JOINTS, G. OENERAL CONTRACTOR TO ALLOW 3'-0" (39") OF CLEAR SPARE AROUND ROOF PAD FOR MAINTENANCE, RWF MOUNT r-DRAWN BY CHECKED BY KA SCALE: PAUL BEDI AS NOTED C O O L T E C DATELATEST REVISION 11/30/2016 REFRIGERATION CORP. DRAWING NO. CTR1788 SHEET NO: 1250 E. FRANKLIN AVENUE, POMONA, CA 91766 SHEET PHONE: (909)865-2229 FAX: (909)868-0777 _ E-MAIL:gshare@cooltecrefrigeration.com ETS 1 OF 2 SHEj FSR1 POWER FROM BUILDING 120V/lPH/6OHZ NEUTRAL l I} HOT CONTROL SWITCH 1BY s H No 1 .5 HP 3/4 HP 1 .3 HP A419ADC ELECTRICAL EVAPORATOR COIL ♦FOODSERVICE DESIGN CONTROL PANEL CF06K6E-TF5 RST64C1 E-CAY ZS11 KAE-TF5 CONTRACTOR SYSTEM. FREEZER SYSTEM CO SYSTEM COOLER FAN FAN MOTOR MAIN WALK-IN CONDENSER wo- O H.P.: 1.5 O H.P.: 3 4 O H.P.: 1.3 H.P.:1 Zea. AS REQ�D• DISCONNECTRLA: 6.3 RLA: 8.1 RLA: 9.3 RLA: 7.2 0 AL1 516 S. KENWOOD AVE. L3 'GROUBALTIMORE, MD 208V LI Q Q LI Q L Q Q 20 AMP 20 AMP 24 AMP 20 AMP CONDENSER . SOLENOID Ph. 443.469.1622 TO MAIN POWER PANEL BREAK COMPRESSOR COMPRESSOR SPEAK COMPRESSOR FAN S Q V BREAKER L Q BREAKER L Q BREAKER L Q VALVE BREAKER 206V, 30, 60j HZ 30 AMP 30 AMP BY ELECT. CON 1 CONTRACTOR INTERLOCK COMPRESSOR RELAY CONTACTOR 30AMP 30 AMP CO MPRE590R COMPRESSOR S U B M ITTA L. Cl CONTACTOR CONTACTOR CTNC C LI Q Q LI Q L1 Q CZ RTIQQ DTIQ OTIQ LEGEND 16. 1 1 . 16 FS-SD4 TIMEZ.. FACTORY WIRING 1 6, 1 1 .21 FS 50%DD DEFROST FIELD WIRING BY TIME CLOCK MIL--72A72A MIL-72A TIME ZELECTRICAL CONTRACTOR 1 6. 1 1 .29 FS 50%DD REV DTSXB240 f D �� 1-01 1 6. 1 2. 1 2 100% DD g TEMPERATURE CONTROL WIRING R-z FOR WALK- IN COOLER 3 1 N X 'HP 3�P HP LEGEND: REFRIOERA RACK COLOR CODED COMP COMP COMP 1. DTFD--- DEFROST TERMINATION/FA) DELAY �/ON RW DEFROST SYSTEM 2. DLH---- DRAIN UNE HEATER 240V N-----BLUE DISCHARGE C.C.H. DISCHARGE C.C.H. DISCHARGE C.C.H. FAN FAN 3. LSV---- LIQUID SOLENOID VALE X-----ORANGE LINE T-STAT LINE T-STAT LINE T-STAT OTO MOTO 4. ETC---- ROOM THERMOSTAT �, D.P.B.. 1" D.P.S. 1" D.P.S. i z 55. FACTORY WIRING 4-----BROWN FIELD WIRING BY 6. ------ FIELD WIRING 3-----BLACK ELECTRICAL 7. FAN DELAY AND DEFROST TERMINATION: CONTRACTOR x RED TO 1 -----RED DISCONNECT SWITCHES BY SOLENOID SOLENOID '" BLUE TO ELECTRICAL CONTRACTOR VALVE VALVE * BLACK TO F1" [3, 4 N X 1�TNmL RM LWAM I� GEi;111 M PML AT 7W MM DRAIN LINE �'Y/IAAM�WI.IAYMIVAI HEATER BY Onto REFRIGERATIO nL Al AY IA 1 J X F1 F!F3 A } -CONTRACTOR O AEf1A19EU1TlON A/ilA,If1N1�/11 1=11111 UNE mm BY Y S .mall DLH m em DTFD xDloll .....,__.._ N.711MNIP iAIAYA f Eumn HL I�y1/���yy . r T SOLENOID COIL LET065 11VA.��f11� yam. /IIIA CK NOTE VALVE EVAMAIIR COL NOTE: MOVE CONNECTION AT HIGH LIMIT /�y� SWITCH FROM#N TO#HI © O 1 COOLTEC INSTALLED JUMPERS NT 0 N3 N J X F1 0 -.{ 3 c: - #H2 TO#N ®� #F2 TO#4 � NT ELECTRIC DEFROST c TO WIRING DETAIL R zmm v HEATER z 1 1FAN '' 9A DLH DTFD woTDB SUS = IN12 woTOR a "HT"TO SOLENOID E VALVE V > co LEGEND 1 .A FACTORY WIRING � ELECTRIC DEFROST WIRING 0 f-D C\l R-z WIRING DIAGRAM 2. FIELD WIRING CONTRACTOR ELECTRICALR-z FOR WALK-IN FREEZER AND 12" MINIMUM poll's TTTNRIo6RATTON ELECTRN'�AT. 18" MAXIMUM TO PETUTRATE uP THN CNRm }r 3/8"DIA. o.c D w TMTC.I-TOLES ToT Ai®�AMPDETRATIONI= ALK-�I ��R LT AT z22" . M wTM mm Cmm 1O WL am= 3/4"O.D.DRAIN LOCK WAliTTERN AND NDI NUR K 1110YANfJTATTON CONTRACTOR TYM& AT I= KAM "WO s LENGTHS `"-REFRTOERANr ca MALK-M IM COLMCONNECTION » REFRIGERATION ELECTRICAL /� IID4INIED AT ALL NUCTION 1.88 CONNECTION CONNECTIO a a ca ANT FLOWa CDL OIIr IROM IIEFRINIJTAT® END END xr� ? WIM AND FKTUNEs NOTE: 12.0 6" 15.81 M 3/4' NP>r DRAM ff 11 0 R DRAIN �P RATE ELECTRICAL L ) CONNECTION LOW DRAM LME To oar =F=Ml0=4mw AT T UN LY �--- J D I1AOIt OF CON..�INtNr � � 15.81TEMP DRAM LME TO wAuc-M NOTI AT CARUE'AT POSOM MNTANCE. 2.97" PLAN VIEW COIL ON DRAM I=-/ WOVE "SU MPP= AND NINTALL® DRAM PDLMATION TM WMX-0 r z >:: IMM WALL TO W NAM � NY PT:TMER � r /• X � T � 3 8" DIA. �� AA O 14.26 1 r 14.26 " MOUNTING HOLES. ?�,s�y; ; �" r 14.94 ON 22" CENTERS LENGTH 28.81" 3(4"NPT DRAIN 3/4"NPT DRAIN AT LOW TEMP UNITS (FREEZERS) ONLY rosNnE PURGER EQUAL --1-- EQUAL --) 3" L I '....__..a 8.63" aR ouT aIR ELECTRICAL CONTRACTOR CONTRACTOR TO MOUNT S 1 LENGTH END vlEw ELECTRIC HEATER CABLE AROUND DRAIN LINE. 5" 11 11 WALK-M INNULATBD WALL ' ELEVATION ELECTRICAL AIR AIR IN AIN AIR IN CABLE TO BE SPIRALED AND TAPED TO DRAIN CLAI! AIID CONNECTION REFRIGERANT LINE. Mm ( M [ CONNECTION COPPER UNION ON DRAIN LINE BY Joe= llllu� MODELS : ADT / LET MODELS : SM / SME ` MINIMUM 1" THICK ARMAFLEX FANS CONNECTIONS (In.) FANS CONNECTIONS (In.) INSULATION AROUND FREEZER UNIT CAPACITY APPROX. UNIT CAPACITY APPROX. COIL'S DRAIN LINE AND HEATER PIIo�r1oE0 Mlt OAPACNIO) YSTE MODEL BTU AND EC Ec ELEc COIL S(IP V)VT. SYSTEM MODEL BTU EC EC ELEC COIL SHIP WT. S M CABLE WALK-0 �M No. LENGTH QTY. CFM MOTOR MOTOR DEFROST INLET SUCTION DRAIN Lbs. Na LENGTH QTY. CFM MOTOR MOTOR DEFROST INLET SUCTION DRAIN Lbs,) �. ns Y eo roe 180 ue-I-eQ OD OD ID MPT ID MPT /2" 2 /2" 5/8" 3/4" /2" 2 /2" 7/8" 3/4" _ __ ins I eo 208� eo zoe-�-ao A LET065BEK 6500 45 1 1400 1.0 7.8 1 43 B SM090AEE 9000 53-1 1260 1.8 -- -- t 70 -i/2" 3 1/2' 7/8" 3/4" 1 C SM 134AEE 13400 75 1890 2.7 -- -- 17 ALL SM SERIES COILS HAVE 1/4" OD EXTERNAL EQUALIZER CONNECTIONS p WALK-INIS FREEZERE WALK-INIS COIL MOUNT AND nm � R-z CONDENSATE DRAIN LINE R-z CONDENSATE DRAIN LINE Rz UNIT COOLER DETAIL R UNIT COOLER DETAIL RAWN BY CHECKED BY KA SCALE: PAUL BEDI AS NOTED C ❑ ❑ LTE C DATE LATEST REVISION 11/30/2016 REFRIGERATION CORP. DRAWING NO. CTR1786 SHEET NO: 1250 E. FRANKLIN AVENUE, POMONA, CA 91766 SHEET PHONE: (909) 865-2229 FAX: (909)868-0777 - E-MAIL:gshare@cooltecrefrigeration.com 2 OF 2 SHEETS FSR2 DESIGN CODE: --------------- 2014 FLORIDA BUILDING CODE, ACI 318-14, ASCE 7-10, A. I. S. C. 14TH EDITION GENERAL NOTES tCONTIUED) DESIGN LOADS: ______________ ACTUAL AND UNIFORM NO STRUCTURAL CHANGE FROM THE APPROVED PLANS AND SPECIFIC ROOF JOIST LOADING: WRITTEN APPROVAL IS OBTAINED PRIOR TO MAKING SUCH CHANGE. C TOP CHORD LIVE LOAD —_---__---_---_ (cd=1.25) SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONDITION TOP CHORD DEAD LOAD _____— _ __ --- 20 psf DIRECTED. BOTTOM CHORD LIVE LOAD ________ � -------- 20 psf (FLAT ROOF �_____------ 0 psf ) THE MECHANICAL CONTRACTOR SHALL COORDINATE INSTALLATION OF BOTTOM CHORD DEAD LOAD ________ CONTRACTOR. REFER TO MECHANICAL DRAWINGS FOR SUPPORT STRUC --- 5 psf CONTRACTOR SHALL FURNISH ALL NECESSARY STRUCTURES FOR FLOOR JOIST LOADING: INSERTS FOR INSTALLATION OF MECHANICAL R MECI SUPER IMPOSED DEAD LOAD _ (cd=1.00) . SLAB SELF—WEIGHT ---____.. T ---- ----- CAL EQUIPMENT25 psf FOR ELEVATORS ASSOCIATED WITH THIS LIVE LOAD ----__— ------- ---------- 53 psf AND ROOF FRAMING HAVE BEEN COORDINATED CT ---- ----- ---------- 100 psf PROJE , EDGE OF SLAB OPE AND RAIL SUPPORTS BASED ON ELEVATOR CUTFOR DIMENSIONS, SLAE DEFLECTION CRITERIA: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH SHEETS IDTHE U I ROOF FRAMING: LIVE LOAD L/360 TOTAL LOAD L/240 ELEVATOR(S) TO BE INSTALLED ON THE PROJECT AND SHALL ADJUST MISCFLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 & 0.75" MAX AND ELL NEOUSBEAFRAMING AS REQUIRED FOR SLAB OPENING ADJUSTME AS REQUIRED. CONTRACTOR SHALL GOOF WIND LOADING: (ASCE 7/10) ADJUSTMENTS AS NOTED AND SHALL BE RESPONSIBLE FOR COSTS AS BASIC WIND SPEED --__--____— — ———— 130 MPHNOTED ABOVE FOR INSTALLATION OF ELEVATOR(S) AT NO ADDITIONAL IMPORTANCE FACTOR —_____ —————————— -- — 1.00 SHOP DRAWINGS: MEAN ROOF HEIGHT --___-- DESIGN OF PRE—ENGINEERED ROOF PITCH _—____ -------- 25 FT EMS SPECIFIED IN THE CONTRACT D( 0'25/12 SYSTEMS____________ BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED ENGINEEF BUILDING CATEGORY --___—_— — C STRUCTURAL DRAWINGS INDICATE TYPICAL AND CERTAIN SPECIFIC CON[ ENCLOSURE CLASSIFICATION ____—__ __ --- ENCLOSED DETAIL ALL CONDITIONS IN ACCORDANCE WITH SPECIFIED INTERNAL PRESSURE COEFFICIENT ___—___ —— PROJECT AS INDICATED IN THE PROJECT DOCUMENTS. STANDARDS THE CONTRACTOR SHALL SUBMIT, AS REQUIRED, PRINTS OF SHOP DRAB COMPONENTS & CLADDING ALLOWABLE PRESSURES ARCHITECT FOR REVIEW. TRIBUTARY INTERIOR EDGE STRIPPSF): REVIEW OF SHOP DRAWINGS BY THE ARCHITECT/ENGINEER DOES NOT R AREA (sf) ZONE (PSF) �a� = 7'_0)' RESPONSIBILITY FOR ERRORS AND OMISSIONS ASSOCIATED WITH THE PR 10 +26 —28 +26 —34 SHOP DRAWINGS REQUIRING A SPECIAL ENGINEERING DESIGN BY THE FA REGISTERED ENGINEER OF RECORD IN THE STATE IN WHICH CONSTRUCTI 50 +23 —25 +23 —29 REVIEW BY THE ARCHITECT/ENGINEER. 100 x..22 —24 +22 —27 COMPLETE SHOP DRAWINGS FOR CONSTRUCTION OF ALL APPLICABLE SP TO, PRECAST CONCRETE, CURTAIN WALL GLAZING SYSTEMS, LIGHT GAGE GUARDRAILS, SKYLIGHTS, AND STAIRS SHALL BE SEALED AND SIGNED B THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE WIND PRESSURES HAVE BEEN REDUCED BY 0.60 AS PERMITTED BY THE ALLOWABLE THE STATE IN WHICH THIS BUILDING SHALL BE CONSTRUCTED AND SHAL STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED TIMES OF INSPECTION. • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE THE OWNER WILL NOT PAY FOR ADDITIONAL CHARGES DUE TO RE—DETAI PRESSURES SHOWN IN TABLE ABOVE. THREE—DIMENSIONAL DETAILING PROGRAM. THE DETAILER SHALL ESTIMAT • LINEAR INTERPOLATION IS PERMISSIBLE. BID ASSOCIATED WITH RE—DETAILING FEES AS A RESULT OF CHANGES A • PLUS = PRESSURE AND MINUS = SUCTION. DRAWINGS DURING THE SHOP DRAWING REVIEW. • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED FOR EDGE STRIP DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE RESPONSIBILITY OF THE WINDOW/DOOR ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WI • SIZES OF MEMBERS SHOWN IG THE STRUCTURAL CONTRA MANUF./SUPPLIER & SHALL MEET THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. DOW/DOOR INTERPRETATION S THE DESIGN INFORMATION INCLUDE CT DOCUMENTS N THE CONTRA 2a �, 2a STRUCTURAL ENGINEER SHALL NOT IMPLY ANY RESPONSIBILITY FOR THE CONTRACTOR HAS FULL RESPONSIBILITY FOR DIMENSIONAL ACCURACY A s CONTAINED IN THE CONTRACT DOCUMENTS. � cw ROOF NET UPLIFT PSF SEE GENERAL NOTES FOR DESIGN ( ) / (10 SF TRIB) CRITERIA AND ADDITIONAL REQUIREMEN ETC. INDICATED WITHIN WHICH SUPPORT APRE—ENGINEERED ITEM ARE PF ZONE ASD (0.6D+0.6W) LRFD (Q.9D+1.OW AFTER REVIEW OF THE PRE—ENGINEERED SHOP DRAWINGS. THESE SHO ) THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO P a a 30 51 THE PERMIT DOCUME FOUNDATIONS: 50 83 FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH L DESIGNED WITH A SOIL BEARING (DESIGN LOCAL BUII N 69 ( GN MAXIMUM) OF 2000 PSF; A SOIL `�' _ 'N`#" 116 RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FO( 2a 2a DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL � -- AND COHESIVE (CLAY) SOILS. SOIL COMPACTION PROCTOR IN ACCORDANCE WITH ASTM D 1557. AND FILL SHALL BE COME GENERAL NOTES: ALL SHALLOW COLUMN FOUNDATIONS SHO THESE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD FINAL GRADES. ULD BEAR AT A DEPTH OF AT L CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE,OF FOUNDATION WORKERS AND OTHER PERSONS DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT ARE NOT LI E RE, EMBEDS, ST PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENER T0, MEANS AND METHODS, BRACING, SHORING, FORMS, SCAFFOLDING, GUYING OR OTHER MEANS TO AVOID F EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONS LIMITED MBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. ER NOT SCALE TO THE SITE BY THE STRUCTURAL ENGINEER OR STRUCTURAL OBSERVERS SHALL NO FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTIN CONSTRUCTION, OBSERVATION VISITS ARCHITECTURAL PLAN OR FRAMING PLAN, ABOVE ITEMS. T INCLUDE INSPECTION OF THE OR LOCATION IS NOT DETERMINED ON PLAN U HEBY N CO DIMENSIONS PROVIDED CONTACT ENGINEER OF TYPICAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN APPROVED TESTING AGENCY TO SUPERVISE AND CERTIFY REGISTERED SIMILAR CONDITIONS. ALL WORK, MATERIALS AND CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE B FOR REQUIREMENTS. RECORDS OF THE REINFORCING FOR IFY THAT THE PILE I� CODES, REGULATIONS AND SAFETY REQMT'S. BUILDING CONCRETE GROUT VOLUME INSTALLED FOR EACH PILE;ATOTAL NUBER EACH INDI INSTALLED PILES; TOTAL CALCULATED CONCRETE GROUT VOLUME FOR AOLL FOR CLARITY, ALL OPENINGS MAY NOT BE SHOWN ON DRAWINGS. SEE ALSO ARCHITECTURAL, MECHANICAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILE ELECTRICAL AND PLUMBING PLANS. ALL OPENINGS AND PENETRATIONS SHALL BE LOCATED AND VERIFIED B W S, AND DEVIAT TRADES FROM DRAWINGS MADE BY THEM, CONTRACTOR SHALL NOT PROCEED WITH LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD l Y ALL WORK. DRAWINGS IF IN CONFLICT UNTIL RECEIVING CLARIFICATION FROM ARCHITECT. FOR FRAMING AT NGS N FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. ALE TYPICAL STRUCTURAL DETAILS. SEE EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. N' FOR GENERA FROM THE FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION O ISONOT CDETE WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION OR PLAN NOTE IS SHOWN FOR ONE CO STRUCTURAL ENGINEER. SHALL APPLY FOR ALL SIMILAR OR LIKE CONDITIONS UNLESS OTHERWISE NOTED. NDITION, IT CONTRACT DOCUMENTS INCLUDE, BUT ARE NOT LIMITED T0, THE STRUCTURAL D UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR f WINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE USING SUPPORT BARS SPECIFICATIONS), BUT NOT INCLUDE SHOP DRAWINGS, VENDOR DRAWINGS, OR MATERIAL b AN® POOTINGS PROVIDE #4 ® 48" O.C. OR ROD CHAIRS. PROVIDE S, MINIML SUBMITTED BY THE CONTRACTOR. D ERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORN CONTINUITY Of ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALRL BER48 BAR C CONTRACT DOCUMENTS SHALL GOVERN IN THE EVENT OF A CONFLICT WITH THE CODE OF PRACTICE OR OWNER'SSPECIFICATIONS OF ACI, PCI, AISC, SJI OR OTHER STANDARDS. WHERE A CONFLICT OCCURS WITHIN THE GEOTECHNICAL ENGINEER SHALL ACT AS THE DOCUMENTS, THE STRICTEST REQUIREMENT SHALL GOVERN. THE CONTRACT TESTS AS CONSIDERED NECESSARY FOR QUALITY CONTROL. REPRESENTATIVE ARE TO BE SUPPORTED ON ENGINEERED FILL, CONTINUOUS OBSERVATIONS A MATERIAL, WORKMANSHIP, AND DESIGN SHALL CONFORM TO THE REFERENCED BUILDING CODE. SHALL BE MADE BY THE GEOTECHNICAL ENGINEER. ALL TESTS P PROCEDURES SET FORTH IN THE CURRENT BOOK OF STANDARDSSOFLTHEEAN THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY MATERIALS (ASTM). DISCREPANCIES PRIOR TO PROCEEDING WITH WORK, FOR DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS ARCHITECTURAL DRAWINGS. DO NOT SCALE FOR DIMENSIONS NOT SHOWN ON DRAWINGS. SEND WRITTEN , SEE WHERE FILL IS REQUIRED, 1T SHALL BE PLACED FOR INFORMATION TO THE ARCHITECT FOR DIMENSIONS NOT PROVIDED. REQUEST GEOTECHNICAL ENGINEER TO MAINTAIN DESIGN IN PRESSURE. IN ACCORDANCE WITH INSTRI N ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS SHALL BE VERIFIED WITH ARCHITEC DRAWINGS, RESOLVE ALL DISCREPANCIES WITH ARCHITECT PRIOR TO START OF CONSTRUCTION. DO NOT TUBAL UNLESS SPECIFICALLY NOTED AS "CANTILEVERED" ON PLAN OR DETAILS, WA[ DRAWINGS COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, SHORED CONTINUALLY PRIOR TO COMPLETION OF STRUCTURAL SLABS ON GR PLUMBING AND CIVIL DOCUMENTS. ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY L, BEEN PLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THi OR OMISSION. EPANCY STABILITY OF TEMPORARY ERECTION BRACING AND SHORING. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, SEQUENCES AND BACKFILL AGAINST WALLS SHALL BE DEPOSITED EVENLY IN 8" TO 12" LIFTS CONSTRUCTION. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY PROCEDURES OF THE LOWER FINAL GRADE IS REACHED. CONTRACTOR SHALL PROVIDE ADEQUA ' WORK DURING THE CONSTRUCTION PERIOD. BACKFILL SHALL NOT BE PLACQED BRACING, SHORING, TEMPORARY SUPPORTS. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ERECTION SAFETY REGULATIONS FOR ITS EMPLOYEES. ALL OSHA HAVE ACHIEVED 75% OF SPECIFIED DESIGN STRENGTH. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINESIII UNLESS NOTED OTHERIb i I i MATERIAL SPECIFICATIONS: CONCRETE REINFORCING CONTINUED STRUCTURAL STEEL: OD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F1554 GRADE 36. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A-185 AND BE LA PED TWO FULL PANELS, TIED ON MATERIALS: ANCHOR BOLTS & THREADED R � STRUCTURAL STEEL A992 (50 KSI) EACH SIDE AND SHALL BE SUPPLIED IN FLAT SHEETS. 4: WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). CHANNELS ANGLES PLATES A36 (36 KSI) A HEX. T CORNERS AND INTERSECTIONS. RECTANGULAR STEEL TUBES A500 Gr. B. (46 KSI) f NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE EXTERIOR SHALL BE GALVANIZED. LONGITUDINAL REINFORCING BARS IN FOOTINGS SHALL BE PLACED CONTINUOS A A53 Gr; B METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTER SHALL BE 12 BAR DIAMETER I PIPES E TH BOLTS A325N RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS FOR EVERY VERTICAL OR HORIZONTAL BAR DISCONTINUED BY AN OPENING, NE BAR (MIN. OF 2 BARS) SHALL B HIGH STRENG MINIMUM, HOLES SHALL BE '/4" LARGER THAN REBAR SIX AND '/$" LARGER THAN THREADED ROD SIZE. (U.O.N.) ADDED C�? SIDE OF OPENING (HALF TO EACH SIDE - TYPICAL). ANCHOR BOLTS A307 or ASTM F1554 (36 KSI) .. EPDXY: RED HEAD EPCON G5. WELDING ELECTRODES E7QXX N TM A615 GRADE 60. AT ALL ME EMBERS FOUNDATIONS, WALLS, SLABS, �O REINFORCING STEEL. SHALL BE AS PROVIDE CORNER BARS AT ALL CONTINUOUS REINFORCING BARS STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. DETAIL, FABRICATE, AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH "AISC SPECIFICATION FOR DESIGN, p w �� BEAMS AND OTHER MEMBERS). WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS." PROVIDE DOWELS FROM FOUNDATIONS, THE SAME SIZE AND NUMBER AS THEA VERTICAL WALL OR COLUMN SPECIFICATION FOR STRUCTURAL STEEL FOR BUILDING CAST-IN-PLACE CONCRETE: REINFORCED CONCRETE TO HAVE REINFORCING, UNLESS NOTED OTHERWISE. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AISC TO BE MIXED AND PLACED IN ACCORDANCE WITH ACI 301, ACI 506 & 506.2. ALL R - ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN, 14TH EDITION. r € -- Ef i " FOLLOWS: S SHALL HAVE A STANDARD 90 DEGREE HOOK. � �" � "� ��� .g�� 28 DAY COMPRESSIVE STRENGTHS AS FOLL ALL DOWELS AND TERMINATING BAR WELDING FOR STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AWS CODE D1.1 AND VISUALLY CONFORM TO ' -- - - -- - ELEMENTS f c; = 3000 PSI UNLESS NOTED OTHERWISE. HORIZONTAL REINFORCING SHALL BE CONTINUOUS THROUGH CONTROL AID/OR CONSTRUCTION JOINTS AND AWS SECTION 6 AND TABLE 6.1. FABRICATION/ERECTION INSPECTIONS BY THE CONTRACTOR PER AWS D1.1 303 Atlantic Blvd. ALL STRUCTURAL ALL AROUND CORNERS. SECTION 6, SHALL BE BY ASSOCIATE/CERTIFIED INSPECTORS (ACI/CWI) PER AWS QC1 OR AWS B5.1. VERIFICATION E: f'c -- 3 500 PSI INSPECTIONS SHALL BE BY A CERTIFED WELDING INSPECTOR (WI) OR SENIOR WELDING INSPECTOR (SWI) PER AWS Atlantic Beach, FL 32233 -SLAB-ON-GRADE: > � B5.1 ALL CONCRETE MIX DESIGN SUBMITTALS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. CONCRETE MASONRY: WELDS SHALL BE MADE ONLY BY OPERATORS EXPERIENCED IN PERFORMING THE TYPE OF WORK INDICATED. y➢ CONSTRUCTION SHALL CONFORM TO ACI 530-05 ASCE 5-05/TMS 402-05 AND ACI WELDING SHALL BE DONE IN ACCORDANCE WITH APPROPRIATE WELD PROCEDURE SPECIFICATIONS (WPS'S) WELDERS ARCHITECT: UNLESS NOTED OTHERWISE, NORMAL WEIGHT CONCRETE (145 PCF) SHALL BE USED WITH 3/4 MAX. (ELEVATED) OR ALL MASONRY DESIGN AND 530.1-05/ASCE 6-05/TMS 602-05. CMU SHALL BE IN ACCORDANCE WITH (ASTM 090-75, HOLLOW SHALL BE FAMILIAR WITH THE APPLICABLE WPS'S. WELDS NORMALLY EXPOSED TO VIEW IN THE FINISHED WORK N. Overb , RA 1" MAX. (SLAB-ON-GRADE) COARSE AGGREGATE CONFORMING TO ASTM C 33. SHALL BE UNIFORMLY MADE AND GROUND SMOOTH. WHERE WELDING IS DONE IN PROXIMITY TO GLASS OR FINISHED Julianne y LOAD-BEARING (CMU), TYPE 1, GRADE N-1 , NORMAL WEIGHT, WITH A MINIM M COMPRESSIVE STRENGTH OF 1900 SURFACES, SUCH SURFACES SHALL BE PROTECTED FROM DAMAGE DUE TO WELD SPARKS, SPATTER OR TRAMP PROTECT FRESHLY POURED CONCRETE FROM PREMATURE DRYING AND EXCESSIVE COLD AND HOT TEMPERATURES. PSI (f'm=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMEN IN 5'-0" MAXIMUM LIFTS PROVIDE METAL. Architectural and Interior Design START CURING AS SOON AS FREE WATER HAS DISAPPEARED FROM THE CONCRETE SURFACE AFTER PLACING AND CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY W EN THE WALL HEIGHT EXCEEDS 5t-Opp. Julianne N. Overtly,R.A. FINISHING. ALL CURING PROCEDURES TO FOLLOW ACI 308. WELDER QUALIFICATIONS AND (WPS) SHALL BE MAINTAINED AT THE SITE OF THE WORK AND SHALL BE READILY 2452 Pullian Street CONCRETE MASONRY UNITS SHALL BE NORMAL WEIGHT AND CONFORM TO ASTM C-90. LAY IN RUNNING BOND AVAILABLE FOR INSPECTION UPON REQUEST, BOTH IN THE SHOP AND IN THE FIELD Jacksonville Beach,Florida 32250 PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY FROST, FREEZING ACTIONS AND LOW UNLESS NOTED OTHERWISE. F'M SHALL BE 1500 PSI (MIN. CMU COMPRESSIVESTRENGTH = 1900 PSI). COMPLETE 904-704-8628 T REPORTS THAT DOCUMENT MINIMUM COMPRESSIVE STRENGTH SHALL BESUBMITTED TO THE BUILDING ED WELD INSPECTOR CWI SHALL INSPECT AND DOCUMENT COMPLIANCE WITH THE FOLLOWING: Email: inoverbyaaty tnet TEMPERATURES IN COMPLIANCE WITH ACI 306. TES A CERTIFIED ( ) INSPECTOR. N.C.izio�� . FL.Ax-001 7,060. FL.ID-4621 PROTECT CONCRETE FROM DAMAGE AND REDUCED STRENGTH CAUSED BY HIGH TEMPERATURES IN COMPLIANCE CONFIRM WELDER QUALIFICATIONS PRIOR TO START OF WORK. CONSULTANT: WITH ACI 305. UNIFORMLY COOL WATER AND AGGREGATES BEFORE MIXING TO OBTAIN A CONCRETE MIXTURE GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF SIZE OF 3/8 PLACED AT AN 8" REVIEW ALL (WPS) PRIOR TO START OF WORK.. TEMPERATURE OF NOT GREATER THAN 90 DEGREES FAHRENHEIT AT POINT OF PLACEMENT. 3000 psi PER ASTM 01019. GROUT SHALL HAVE A MAXIMUM COURSE AGGR GATE CONFIRM MATERIALS IN FABRICATIONS CONFORM TO SPECIFICATIONS. ONTO EXISTING CONCRETE, ROUGHEN AND CLEAN SURFACE OF THE TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN OBSERVE JOINT PREPARATION, FIT-UP AND WELDER TECHNIQUE. F O R M S P A C E , INC WHERE NEW CONCRETE IS TO BE POURED BRICK VENEER. - APPROVED BONDING AGENT. IDENTIFY ALL MULTI-PASS FILLET WELDS, SINGLE PASS FILLET WELDS GREATER THAN 5/16" AND COMPLETE / ADJOINING AREA AND COAT WITH SIKADUR 32 Hf MOD OR AN - STYPE 9 GAUGE SPACED VERTICALLY Al16 U�JLESS NOTED OTHERWISE AND PARTIAL JOINT PENETRATION GROOVE WELDED BUTT JOINTS THAT REQUIRED CONTINUOUS 200 FIRST STREET SUITE 205 THE JOB SITE. JOINT REINFORCING TRUE , INSPECTION. VISUALLY INSPECT ALL WELDS PER AWS SECTION 6.5 AND TABLE 6.1 NO ADDITIONAL WATER SHALL BE ADDED TO THE CONCRETE AT CONFORM TO ASTM A-82. NEPTUNE BEACH, FLORIDA 32266 SEE ARCHITECTURAL, ELECTRICAL, MECHANICAL, FIRE PROTECTION AND PLUMING DRAWINGS FOR DRIPS, CHAMFERS, ALL WELDS SHALL BE 3/16" MINIMUM FILLET WELDS U.O.N. OR AS REQUIRED BY DESIGN. design�a 200firststreet.com REGLETS, SLOTS, SLEEVES, RUSTICATIONS, INSERTS ANCHORS AND OTHER EMBEDDED ITEMS NOT NOTED ON VERTICAL REINFORCING IN CONCRETE MASONRY (AS REQUIRED) SHALL BE DOELED INTO THE FOUNDATION AND 904-535-0270 ph 904-2Q�6-8402 fax STRUCTURAL DRAWINGS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING D PLACING ALL EMBEDDED ITEMS EXTEND INTO THE BOND BEAM AT THE FLOOR OR ROOF, PROVIDE MIN. 4" X 4" OPENING AT U BLOCK FOR DEVIATION FROM THE CONNECTION DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL NOT BE PERMITTED GINEER SHALL BE COMPENSATED SHOWN ON DRAWINGS & ADDITIONAL ITEMS NOTED IN THIS NOTE, AS REQUIRED BY OTHER TRADES. VERTICAL BAR. WITHOUT WRITTEN PERMISSION FROM THE STRUCTURAL ENGINEER. STRUCTURAL EN ELLS AT EACH SID OF OPENING, EQUAL TO THE BY THE CONTRACTOR FOR THE COST INVOLVED IN THE REDESIGN OF CONNECTIONS FOR THE CONVENIENCE OF THE ALL OPENINGS REQUIRED BY OTHER TRADES ARE TO BE COORDINATED W/ARCH. & MECH. DWGS., AND ARE PROVIDE REINFORCING IN CONCRETE MASONRY GROUTED C CONTRACTOR. SUBJECT TO STRUCTURAL ENGINEERING APPROVAL. REINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE (1 ) TYPICAL REIN OR CERTIFIED FOR CATEGORY I, A.I. S.C. ORCEMENT BAR AT EACH SIDE • UNLESS REINFORCED CONCRETE JAMB IS CALLED OUT. FABRICATORS AND ERECTORS SHALL BE MEMBERS OF THE A.I.S.C. LOCATED, SIZED AND REINFORCED (WITH THE EXCEPTION OF SMALL QUALITY CERTIFICATION PROGRAM OR HAVE HAD AT LEAST 10 YEARS EXPERIENCE IN FABRICATION AND ERECTION z > � ALL OPENINGS IN CONCRETE SLABS SHALL BE LO , OF SIMILAR STEEL STRUCTURES. CO OPENINGS AND/OR SLEEVES OF A SIZE THAT WILL NOT DISPLACE OR INTERRUPT THE CONTINUITY OF THE PROVIDE JOINT REINFORCING AT 8" AT MASONRY BELOW GRADE, 2 ROWS AT 8 AT TOP AND BOTTOM OF 0 � / (EXTEND 24 EACH SIDE) AND 2 ROWS AT 8" AT BOND BEAMS. NLESS NOTED OTHERWISE WHERE REINFORCING) AS SHOWN ON RESPECTIVE FLOOR PLANS AND DETAILS. ALL OPENINGS IN SLAB LESS THAN 10 OPENINGS, ' STEEL FRAMING CONNECTIONS SHALL BE BOLTED OR WELDED. BOLTS SHALL BE A MINIMUM OF 3/4" DIAMETER - WITH ARCHITECTURAL & MEP DRAWINGS AND ARE SUBJECT TO STRUCTURAL ENGINEERS MULTIPLE WYTHES OF CONCRETE MASONRY ARE CONSTRUCTED AND/OR WHE T E ADDITIONAL WYTHES OF CONCRETE ASTM "FRAMI N BOLTS UNLESS OTHERWISE NOTED. ALL BOLTED CONNECTIONS SHALL BE "SNUG TIGHT" UNLESS SHALL BE COORDINATED MASONRY ARE ADDED TO EXISTING WYTHES, EACH ADJACENT WYTHE SHALL E TIED TO THE NEXT WYTHE WITH ALTERATIONS REQUIRE APPROVAL OF THE STRUCTURAL ENGINEER. (SEE TYPICAL SLAB OPENING CONSTRUCTION FOR BOTH WYTHES OR POST-INSTALLED TIES APPROVED BY APPROVAL. ANY AL JOINT REINFORCING NEW CONSTR ) OTHERWISE NOTED. TC BOLTS MAY BE USED. ALL CONNECTIONS SHALL HAVE A MINIMUM OF 2 BOLTS U.O.N. Q _ DETAIL). ARCHITECT ENGINEER (ADDITION TO EXISTING CONSTRUCTION) WITH SPACING/LOCATIONS MATCHING THE > ARCHITECT/ENGINEER NOTES. BEAMS SHALL BE FABRICATED AND ERECTED WITH NATURAL CAMBER UP. 0 z LL DEFECTIVEAREA IN CONCRETE INCLUDING, BUT NOT LIMITED TO, HONEY-COMBING, SPALLS, AND CRACKS WITH SPACING/LOCATIONS FOR TYPICAL JOINT REINFORCING DESCRIBED IN THE GE WIDTHS EXCEEDING 0.01 INCH SHALL BE REPAIRED. EXTENT OF DEFECTIVE AREA TO BE DETERMINED BY THE r MASONRY UNITS SHALL BE CUT BELOW CONCRETE BEAMS OR BOf�D BEAMS AS REQUIRED IN ORDER TO ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHALL BE GIVEN ONE SHOP COAT OF MANUFACTURER'S z � STRUCTURAL ENGINEER. CONCRETE MA W GET CONTINUOUS BEAM OR BOND BEAMS AT THE PROPER ELEVATION. STANDARD PRIMER, GRAY COLOR EXCEPT STRUCTURAL STEEL EMBEDDING IN CONCRETE SHALL NOT BE PAINTED. FIELD SPOT PRIME ALL WELDS, SCARS CONN., ETC., WHERE PAINT IS DAMAGED. ALL GALVANIZED STEEL SHALL n/ �.._ U BELOW GRADE AND SLAB ON GRADE SHALL BE GROUTED. HAVE ALL WELDS, SCARS, ETC., RE-GALVANIZED IF DAMAGED. THE TOP OF THE TOP FLANGE OF COMPOSITE FLOOR I� CONCRETE SLABS-ON-GRADE: ALL CELLS I•- SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED BEAMS SHALL NOT BE PAINTED. co W I TREATMENT FOR PREVENTION OF HORIZONTAL BEAMS, BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS AT CONTROL JOINTS. BEDS UNDER COLUMN BASE PLATES SHALL BE CEMENT BASED, NON-SHRINK GROUT. z (� OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOL GROUT USED IN GROUT _ EARLY SUBTERRANEAN TERMITES. 16" DEEP BOND BEAMS MAY BE CONSTRUCTED OF 8" U BLOCK BELOW AND '8" STANDARD BLOCK ABOVE WITH VOLUME THE OCHANGE OF UT SHALL XCEMENHIBIT NIOTIOUS SHRINKAGE MXTURES"RAND SHALL EHAVE A MINIMUM TH ASTM 27-82,'-FEST 282DAY COMPRESSIVE RSTRENGTH ry I U C.J. DENOTES CONCRETE SLAB "CONTROL JOINT" WHICH SHALL BE CUT INTO THE SLABS AT A DEPTH OF % TIMES BREAK AWAY TOP PART OF WEB. OF 5000 PSI WHEN TESTED IN ACCORDANCE WITH ASTMC-109-80, "TEST METHOD FOR COMPRESSIVE CO THE THICKNESS OF THE SLAB WITHIN 12 HOURS OF PLACING THE CONCRETE. MAXIMUM SPACING OF INTERIOR LAYING MASONRY AND LOCATION OF OPENINGS. ARCHITECT SHALL BE STRENGTH OF HYDRAULIC CEMENT MORTARS". � z SLAB CONTROL JOINTS, UNLESS NOTED OTHERWISE, SHALL BE 20'-0" (MAX.) IN EACH DIRECTION. CONSTRUCTION SEE ARCHITECTURAL DRAWINGS FOR SHOP OR FIELD SPLICES NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE SUBMITTED TO THE STRUCTURAL co z OF CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE AREA CONTAINED IS 600 SQUARE FEET MAX., WITH A RESPONSIBLE FOR THE DESIGN OF ALL FLASHING. ENGINEER FOR APPROVAL. IMMOOMMOO MAXIMUM RATIO OF LONG TO SHORT SIDE OF 2 TO 1. FACE SHELLS OF BED JOINTS SHALL BE FULLY MORTARED. WEBS SHALL BE �ULLY MORTARED IN ALL COURSES OF U) sj E NEEDED TO INTERRUPT A PILASTERS, PIERS, COLUMNS, IN THE STARTING COURSE ON FOUNDATIONS WHERE ADJACENT CELLS/CAVITIES ARE STRUCTURAL STEEL FRAMING SHALL BE ERECTED TRUE AND PLUMB IN ACCORDANCE WITH A.I. S.C. CODE OF N PLACE OF CONTROL JOINTS WHERE STANDARD PRACTICE. ANY FRAMING EXCEEDING TOLERANCES OF THE CODE OF STANDARD PRACTICE SHALL BE 0 SLAB CONSTRUCTION JOINTS SHALL BE USED I TO BE GROUTED, & WHERE OTHERWISE NOTED. L.[_ 0 CONTINUOUS POUR. SLAB CONSTRUCTION JOINTS SHALL BE KEYED. CORRECTED AS DIRECTED BY THE STRUCTURAL ENGINEER. rr 11 SLAB WHERE SPECIFIED, SHALL BE AT CONSISTENT DEPTH OF THE STRUCTURAL STEEL ERECTOR SHALL PROVIDE TEMPORARY BRACING OF THE STRUCTURAL STEEL FRAME V PLACEMENT OF WELDED WIRE REINFORCEMENT IN , PROPERLY CHAIRED ABOVE GRADE. OVERLAP EACH POST-INSTALLED ANCHORS IN CONCRETE: WORK AGAINST LATERAL LOADINGS SUCH AS WIND, THE BRACING SHALL REMAIN IN PLACE UNTIL THE FINAL 1"-2" FROM T/SLAB. WELDED WIRE REINFORCEMENT SHALL BE REINFORCING SHEET TWO FULL PANELS AND TIE CROSS WIRES ON EACH SIDE. WELDED WIRE REINFORCEMENT SHALL EXPANSION ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL BE HILTI KWIK BOLT 3 ANCHORS SYSTEM FOR RESISTING LATERAL LOADS IS IN PLACE AND EFFECTIVE AS APPROVED BY THE METAL BUILDING IN FLAT SHEETS. MANUFACTURED BY HILTI FASTENING SYSTEMS, WEDGE-ALL ANCHORS MANUFACTURED BY SIMPSON STRONGTIE MANUFACTURER. BE SUPPLIEDITRUBOLT WEDGE ANCHORS COMPANY, POWER-STUD ANCHORS MANUFACTURED BY POWERS FASTENERS, II PROJECT NUMBER: 1511 REFER TO ARCHITECTURAL/ MECHANICAL FOR SLAB FINISHES, SLAB DEPRESSIONS, THICKENED SLABS (IN ADDITION MANUFACTURED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. INSTALL Ifs ACCORDANCE WITH THE STEEL JOISTDATE ISSUED: FEBRUARY 5, 2017 TO THICKENED SLABS NOTED ON STRUCTURAL DRAWINGS), ELEVATIONS, AND ENCASED OR EMBEDDED ITEMS. MANUFACTURER'S RECOMMENDATIONS. MINIMUM EMBEDMENT SHALL BE PER MANUFACTURERS REQUIREMENTS ALL OPEN WEB JOIST AND JOIST GIRDERS SHALL BE FABRICATED, FURNISHED, AND ERECTED IN ACCORDANCE WITH UNLESS NOTED OTHERWISE. THE STEEL JOIST INSTITUTE'S STANDARD SPECIFICATIONS FOR OPEN WEB STEEL JOISTS, LATEST EDITION. REVISIONS: PLUMBING AND ELECTRICAL CONDUITS SHALL BE PLACED BELOW THE SLAB AND NOT WITHIN THE SLAB. VERTICAL WED. ADHESIVE ANCHORS AS SHOWN ON CONTRACT DOCUMENTS SHALL CONSIST FAN ALL-THREAD GRADE 36 STEEL PENETRATIONS ARE ALLOWED. q THE DESIGN OF ALL STEEL JOIST AND JOIST GIRDERS SHALL BE BY THE MANUFACTURER'S ENGINEER. ALL JOIST ANCHOR WITH HY150 MAX INJECTION ADHESIVE (HIT HY20 INJECTION ADHESIVE FOR MASONRY CONSTRUCTION WITH AND JOIST GIRDERS ALONG WITH THE BRIDGING SHALL BE DESIGNED FOR THE GRAVITY LOADS OF THE PROJECT IN COLUMN BOX-OUTS SHALL BE USED TO ISOLATE AN ADEQUATE AREA AROUND COLUMN BASE PLATES TO PROVIDE VOIDS) SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON ADDITION TO THE WIND LOADS SHOWN ON THE STRUCTURAL DRAWINGS AND THE MECHANICAL LOADS SHOWN ON FOR COLUMN PLACEMENT AND LEVELING. BOX-OUTS ARE TO BE CLEAN AND FREE OF DEBRIS TO TOP OF FOOTING STRONGTIE COMPANY, EPCON G5 EPDXY ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. THE MECHANICAL DRAWINGS. PRIOR TO FILLING WITH CONCRETE. COLUMN BOX-OUTS ARE NOT REQUIRED IF STEEL COLUMNS ARE PLUMB AND INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. MI IMUM EMBEDMENT SHALL BE PER FULLY GROUTED PRIOR TO PLACEMENT OF SLAB.: MANUFACTURER'S REQUIREMENTS UNLESS NOTED OTHERWISE. K-SERIES JOISTS SHALL BEAR A MINIMUM OF 2'/2" OVER STEEL SUPPORTS. LH SERIES JOISTS AND JOIST GIRDERS ACTOR SHALL SHALL BEAR A MINIMUM OF 4" OVER STEEL SUPPORTS. BEARING PLATES AND ANGLES SHALL BE ADJUSTED TO POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE DRAWINGS. CONTRACTOR PROVIDE LEVEL BEARING ON SUPPORT SURFACE. CONCRETE REINFORCING: OBTAIN APPROVAL FROM ENGINEER OF RECORD PRIOR TO USING POST INSTALLED ANCHORS FOR MISSING OR SHEET TITLE WITH ACI 315-99 (MANUAL OF REINFORCING STEEL AND ACCESSORIES SHALL BE DETAILED IN ACCORDANCE MISPLACED CAST-IN-PLACE ANCHORS. CARE SHALL BE GIVEN TO AVOID COVLICTS WITH EXISTING REBAR. HOLES EXTEND BOTTOM CHORDS OF JOISTS AND JOIST GIRDERS AT COLUMNS. STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES) AND CRSI MSP2-01 (MANUAL OF SHALL BE DRILLED AND CLEANED PER THE MANUFACTURER'S INSTRUCTIONS. ANCHORS SHALL BE INSTALLED PER GENERAL STANDARD PRACTICE). (IBC 2009: CRSI MANUAL OF STANDARD PRACTICE, 28TH EDITION). THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCES AND/OR SHOP DRAWINGS SHALL BE SUBMITTED COMPLETELY DETAILING THE JOISTS FOR ERECTION. INCLUDE ALL BRIDGING SPACING INDICATED IN THE MANUFACTURER'S LITERATURE. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE AND CONNECTIONS. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED, SEALED, AND DATED BY A NOTES REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60 (UNLESS NOTED OTHERWISE). EMBEDDED IN THE APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT O 8 TIMES THE NOMINAL ANCHOR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. SUBSTITUTION REQUESTS, FOR UNLESS NOTED OTHERWISE, CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: PRODUCTS OTHER THAN THOSE SPECIFIED, SHALL BE SUBMITTED TO THE EN INEER WITH CALCULATIONS THAT ARE PROVIDE A SHOP COAT OF STANDARD PRIMER PAINT. COLOR TO BE SPECIFIED BY THE ARCHITECT OR OWNER. 1. CONCRETE CAST AGAINST EARTH ----------------- 3 PREPARED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOW IN THAT THE SUBSTITUTED PRODUCT PRIMER TO BE COMPATIBLE WITH FINISH COAT WHERE APPLICABLE. TOUCH UP DAMAGED AREAS WITH SAME PAINT 2. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER ---- 2" WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN P OCEDURE REQUIRED BY THE BUILDING USED FOR SHOP COAT. 3. WALLS ------- --------------------------- 3/4" CODE. SHEET NUMBER 4. COLUMNS/BEAMS --------------------------- 1 1/2" 5. CONVENTIONAL REINFORCING IN PT SLAB ------------ 1ya ADHESIVE FOR REINFORCING DOWELS IN EXISTING CONCRETE SHALL BE EITHER THE HIT HY150 MAX INJECTION ADHESIVE SUPPLIED BY HILTI FASTENING SYSTEMS, EPDXY-TIE SET EPDXY ADHESIVE SUPPLIED BY SIMPSON HERS FASTENERS, EPCON G5 EPDXY SUBMIT SHOP DRAWINGS WHICH ADEQUATELY DEPICT THE REINFORCING BAR SIZES AND PLACEMENT. WRITTEN STRONGTIE COMPANY POWER-FAST EPDXY INJECTION GEL SUPPLIED BY POW "`'P PONT)°, DESCRIPTION OF REINFORCEMENT WITHOUT ADEQUATE SECTIONS, ELEVATIONS AND DETAILS IS NOT ACCEPTABLE. ADHESIVE SUPPLIED BY ITW RAMSET/RED HEAD OR APPROVED EQUAL. MINIMUM EMBEDMENT LENGTH SHALL BE 12 / ,'J�S.\GENS .CO Lou Pontigo and BAR DIAMETERS, UNLESS NOTED OTHERWISE. GRADE 60, AND BE USED ONLY WITH PRIOR = Associates, Inc. S001 ALL WELDED REINFORCING STEEL SHALL CONFORM TO ASTM A-706, N533 STRUCTU RAL PERMISSION FROM THE STRUCTURAL ENGINEER. - "� a , ENGINEERS ICES INCLUDING SPLICES FROM BARS LABELED CONTINUOUS, SHALL CONFORM TO ACI 318-05. k� 771 TENSION SPL y 'so *, , , .� ! ALL REINFORCEMENT SHALL 420 Osceola Avenue OTHERWISE. � � , SPLICES SHALL BE CLASS B IN ACCORDANCE WITH ACI 318, UNLESS NOTED DOCUMENTS, EXCEPT REINFORCEMENT ,,�,�' '''� ,...,. Jacksonville -each, 9 3225f3 ONS SHOWN OR NOTED IN THE STRUCTURAL DOC "' 1� PERMIT SET ATI �,��{„°� .1114,,,° Ph. 904-242-0908 E ED ONLY AT LOC P B E SPLICED �'°� MARKED "CONTINUOUS" CAN BE SPLICED AT LOCATIONS DETERMINED BY CONTRACTOR. SPLICES AT OTHER FL: CA # 3344 SC: CA# 3579 LOCATIONS SHALL BE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER. (FBC 2010: ACI 318-08). F� PE No �ss�i .."� � www.lp-a.com i METAL DECKING: STEEL FLOOR DECK SHALL BE INTERMEDIATE RIB CONFIGURATION, DESIGNED IN ACCORDANCE WITH LATEST EDITION SPECIFICATIONS OF STEEL DECK INSTITUTE SPECIFICATIONS (SEE SPECIFICATIONS) STEEL FLOOR DECK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION STEEL DECK MANUAL AS SECTION 312000 - EARTHWORK PART 3 - EXECUTION 2. FILL AND BACKFILL UNDER FOOTINGS AND FOUNDATIONS: ADOPTED BY THE STEEL DECK INSTITUTE AS WELL AS ALL SDI SPECIFICATION AND RECOMMENDATIONS. fx PART 1 - GENERAL COMPACT EACH 12 INCH LIFT OF FILL AND BACKFILL TO 3.1 CLEARING AND GRUBBING BUILDING AREAS: 95 PERCENT MAXIMUM DRY DENSITY. EXTEND FLOOR AND ROOF METAL DECK PAST CENTER LINE OF SUPPORTING MEMBERS TO EDGE OF POUR STOPS. TYPICAL AT ALL OPENINGS AND SPANDREL CONDITIONS. THE GUAGE OF THE METAL FLOOR DECK SHOWN IS THE 1.1 RELATED DOCUMENTS F MINIMUM ALLOWED. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING AN UNSHORED DECK SYSTEM OR PROVIDING A. CLEAR AND GRUB THE ENTIRE BUILDING AREA TO AT LEAST 3. SLABS AND ATTACHED WALKS: COMPACT TOP 12 INCHES DECK SHORING AS REQUIRED TO AVOID OVER STRESSING THE DECK DURING PLACEMENT OF CONCRETE. FLOOR5 FEET BEYOND PERIMETER OF FOOTINGS AND FOUNDATION OF SUBGRADE AND EACH LAYER OF FILL OR BACKFILL TO DECK SHALL HAVE 3 SPANS UNLESS INDICATED ON SHOP DRAWINGS AND APPROVED BY THE ENGINEER OF A. THE GENERAL PROVISIONS OF THE CONTRACT, INCLUDING 95 PERCENT MAXIMUM DENSITY AT OPTIMUM MOISTURE. 0E ' , xµ. GENERAL CONDITIONS, SUPPLEMENTARY CONDITION SPECIAL OR TO PROPERTY LINE WHERE BUILDING IS CLOSER THAN 5 N..a` RECORD. TO PROPERTY LINE TO REMOVE STUMPS, ROOTS, TREES, CONDITIONS (IF ANY) ALONG WITH THE GENERAL VEGETATION, ORGANIC MATERIAL, PAVEMENT, LIMEROCK BASE, D. MOISTURE CONTROL: ROOF EDGE ANGLE SHALL RUN CONTINUOUS. INSTALL ROOF EDGE ANGLE CONTINUOUS BY WELDING OR BOLTING REQUIREMENTS, APPLY TO THE WORK SPECIFIED IN; THIS RUBBLE AND OTHER OBSTRUCTIONS TO THE WORK. GRUB EDGE ANGLES TOGETHER. WELD ANGLE TO EACH JOIST OR BEAM. ALL ROOF DECK SHALL BE WELDED TO ALL EDGE SECTION. j OUT ALL ROOTS LARGER THAN 1/4 INCH IN DIAMETER, 1. WHERE THE SUBGRADE OR LAYER OF SOIL MATERIAL MUST A SOUTHERN RN ITE(y, & 16,A' ANGLES, EDGE BEAMS AND FRAMED OPENING SUPPORTS WITH SAME ATTACHMENT PATTERN AS TYPICAL SUPPORT MATTED ROOTS AND OTHER ORGANIC MATERIAL TO AT LEAST BE MOISTURE CONDITIONED BEFORE COMPACTION, BEAMS, AS CALLED OUT IN THE ROOF DECK ATTACHMENT DETAIL. B. EXAMINE ALL DRAWINGS AND ALL OTHER SECTIONS OF THE - SPECIFICATIONS FOR REQUIREMENT THEREIN AFFECTING THE 24 INCHES BELOW EXISTING SURFACE. REMOVE RUBBLE TO UNIFORMLY APPLY WATER TO THE SURFACE OR SUBGRADE, A MINIMUM OF 12 INCHES BELOW BOTTOM OF FOOTINGS AND OR LAYER OF SOIL MATERIAL, TO PREVENT FREE WATER 303 Atlantic Blvd. STEEL ROOF DECK SHALL BE APPROVED BY FACTORY MUTUAL AND SHALL BE INSTALLED IN ACCORDANCE WITH WORK OF THIS TRADE. SLABS. APPEARING ON THE SURFACE DURING AND SUBSEQUENT THE F.M. REQUIREMENTS TO COMPACTION OPERATIONS. Atlantic Beach, FL 32233 C. SOILS REPORT TO BE OBTAINED PRIOR TO WORK COMMENCING 3.2 EXCAVATION: SUBMIT DECK SHOP DRAWING INDICATING DECK MANUFACTURER, ALL STRUCTURAL PROPERTIES, FASTENER TYPE WITH A MINIMUM OF THREE SOIL BORING LOCATIONS WITH 2. REMOVE AND REPLACE, DEWATER, OR SCARIFY AND AIR AND SPACING. STEEL ROOF DECK SHALL BE APPROVED BY FACTORY MUTUAL AND SHALL BE INSTALLED IN ONE UNDER POOL AND TWO UNDER FOOTPRINT OF HOUSE. DRY SOIL MATERIAL THAT IS T00 WET TO PERMIT A. EXCAVATE TO DEPTHS AND DIMENSIONS REQUIRED FOR ACCORDANCE WITH THE F.M. REQUIREMENTS. 1.2 DESCRIPTION OF WORK: FOOTINGS, SLABS AND STRUCTURES. REMOVE AND DISPOSE COMPACTION TO SPECIFIED DENSITY. ARCHITECT: OF ALL OBSTRUCTIONS TO THE WORK THAT ARE COLD FORMED METAL FRAMING: A. PROVIDE EARTHWORK, INCLUDING CLEARING AND GRUBBING, ENCOUNTERED ABOVE AND BELOW THE GRADE DURING E. BACKFILLING UNDER SLABS AND STRUCTURES: SEE Julianne N. Overby, RA EXCAVATION OPERATIONS. REMOVAL AND DISPOSAL 3.3.B.1 Architectural and Interior Design ALL EXTERIOR WALLS, LINTELS, BEAMS, ETC. SHALL BE DESIGNED, SIGNED AND SEALED BY THE SUPPLIER'S EXCAVATION, FILL, BACKFILL, GROUND WATER CONTROL AND INCLUDES THE FOLLOWING: DELEGATED ENGINEER REGISTERED IN THE STATE OF FLORIDA. SIZES, SECTIONS AND FRAMING INDICATED HEREIN IS COMPACTION FOR BUILDING AREAS AND SLABS, SHOWN ON 3.4 FIELD TESTING: Julianne N. Overby, R.A. FOR BID PURPOSES ONLY. THE DRAWINGS AND SPECIFIED AS REQUIRED TOCOMPLETE 2452 Pullian Street THE WORK. 1. STUMPS, ROOTS, TREES AND OTHER ORGANIC MATERIALS. ALL MEMBERS SHALL BE FORMED FROM HOT-DIPPED GALVANIZED STEEL, CORRESPONDING TO THE REQUIREMENTS A. NUMBER OF TESTS: Jacksonville Beach, Florida 32250 OF ASTM A653 SQ GRADE 33 (Fy = 33,000 PSI) MINIMUM. GALVANIZED COATING SHALL CONFORM TO ASTM A924 2. PAVEMENT, FOUNDATIONS, CONCRETE AND OTHER 904-704-8628 1.3 QUALITY ASSURANCE: Email: jnoverbI-,att.net WITH COATING DESIGNATION G60. INORGANIC MATERIALS (RUBBLE). MAKE ONE MOISTURE-MAXIMUM DENSITY CURVE TEST IN N.C.1.109 - FL.AR-oo17060. FL.ID-4621 A. CODES AND STANDARDS: ACCORDANCE WITH ASTM D1557 FOR EACH TYPE OF EXTERIOR METAL WALL STUDS SHALL BE DESIGNED AT THE FINANCIAL EXPENSE OF THE CONTRACTOR BY A 3. ABANDONED UTILITIES AND UTILITIES INDICATED TO BE MATERIAL. MAKE IN-PLACE DENSITY TESTS IN THE EXISTING CONSULTANT: DELEGATED FLORIDA REGISTERED PROFESSIONAL ENGINEER WITH EXPERIENCE IN THIS TYPE OF DESIGN. REMOVED. SUBGRADE AND EACH LIFT OF FILL AS FOLLOWS: 1. PERFORM EARTHWORK IN COMPLIANCE WITH APPLICABLE SHOP DRAWINGS SHOWING PLANS, ELEVATIONS, AND SECTIONS SHALL BE SUBMITTED TO THE E.O.R FOR REVIEW REQUIREMENTS OF GOVERNING AUTHORITIES HAVING FORM SPACE , I N C 4 ALONG WITH CALCULATIONS SIGNED AND SEALED BY A LICENSED ENGINEER IN THE STATE OF FLORIDA. DELEGATED JURISDICTION. . LOOSE AND OTHER UNSUITABLE SOIL MATERIALS. 1. EVERY 50 FEET IN CONTINUOUS WALL FOOTINGS (ONE PER ENGINEER SHALL COORDINATE ANY REQUIRED ADDITIONAL MISCELLANEOUS STEEL OR STUD GAGE INCREASES TO WALL, MIN.). 200 FIRST STREET SUITE 205 COMPLY WITH FINAL NOA REQUIREMENTS OF WINDOW STORE FRONT SYSTEM SELECTED. INCLUDE NOA REQUIREMENTS B. TESTING AND INSPECTION SERVICE: B. STABILITY OF EXCAVATIONS: NEPTUNE BEACH, FLORIDA 32266 WITH BID. 2. ONE TEST PER 2,500 SQUARE FEET OF SLAB AREA WITH A designLa�200firststreet.com 1. THE CONTRACTOR SHALL EMPLOY AND PAY AN 1. SLOPE THE SIDES OF EXCAVATIONS TO COMPLY WITH MINIMUM OF 4 TESTS PER LIFT BENEATH RESIDENCE. 904-535-0270 ph 904-246-8402 fax INDEPENDENT TESTING LABORATORY TO PERFORM A SOIL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. WALL SHEATHING OVER CFS STUDS: SURVEY FOR SATISFACTORY SOIL MATERIALS, SAMPLING SHORE AND BRACE WHERE SLOPING IS NOT POSSIBLE 3. ONE TEST IN 50% OF COLUMN FOOTINGS. 5/8" DENSGLASS SHEATHING AND TESTING SOIL MATERIALS PROPOSED FOR USE IN THE EITHER BECAUSE OF SPACE RESTRICTIONS OR STABILITY WORK, AND FIELD TESTING FOR QUALITY CONTR OF MATERIAL EXCAVATED. MAINTAIN SIDES AND SLOPES QL DURING OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION 4. EVERY 100 FEET IN CONTINUOUS TRENCHES. PANELS SHALL BE ORIENTED HORIZONTALLY (LONG DIMENSION PERPENDICULAR TO METAL STUDS). MINIMUM SIZE EARTHWORK OPERATIONS. OF BACKFILLING. OF CONNECTION SHALL BE CORROSION-RESISTANT #8 x 13/4" LONG, BUGLE HEAD, PILOT POINT, SELF-DRILLING B. WORK ON TESTED AREAS: SCREWS AT 4" O.C. EDGE & 4" O.C. FIELD. C. TEST FOR PROPOSED SOIL MATERIALS: SEE 3.4.A C. DEWATERING: z > Co 1. PLACING PERMANENT CONSTRUCTION OVER FILL THAT HAS -' 1 Co 1.4 SUBMITTALS: 1. PREVENT SURFACE WATER FROM FLOWING INTO NOT BEEN TESTED AND APPROVED WILL REQUIRE THE O N PRE-ENGINEERED STEEL STAIRS, HANDRAILS AND GUARDRAILS: Q I- CSI „ EXCAVATIONS AND FLOODING THE PROJECT SITE AND CONTRACTOR TO REMOVE PERMANENT WORK, RECOMPACT � COMPLY WITH NAAMM, NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, METAL STAIR MANUAL A. TEST REPORTS: SURROUNDING AREA. DURING COMPACTION OPERATIONS, THE FILL AND REPLACE THE WORK AT THE CONTRACTOR'S < HANDRAILS AND GUARDRAILS SHALL BE DESIGNED FOR THE REQUIREMENTS OF 1607.7 OF THE REFERENCED GROUND WATER TABLE SHALL BE MAINTAINED AT LEAST EXPENSE. BUILDING CODE. HANDRAILS & SUPPORTING STRUCTURE SHALL BE CAPABLE OF WITHSTANDING A 200 LB POINT H 9, > LOAD OR 50 LBFTLINE LOAD APPLIEDT ANY POINT ON THE R (- - IN ANY DIRECTION AT AND TO THE SUBMIT TWO COPIES OF THE FOLLOWING REPORTS TO THE 2 -0 BELOW THE COMPACTED SURFACE. / ARCHITECT AND ONE COPY TO THE ENGINEER: C. TEST REPORTS: z LL REQUIREMENTS OF THE REFERENCED BUILDING CODE. 2. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. z � ALL COMPONENTS SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR FOR A MINIMUM 100 PSF LIVE LOAD, 1. FIELD DENSITY TEST REPORTS. PROVIDE DEWATERING SYSTEM COMPONENTS NECESSARY TO 1. TWO COPIES OF TEST REPORTS SHALL BE TRANSMITTED 2000 LB. CONCENTRATED LOAD AND L/360 MAX. DEFLECTION. MINIMUM SIZES SHALL BE AS FOLLOWS: CONVEY THE WATER AWAY FROM EXCAVATIONS, AND MAINTAIN GROUND WATER AT LEVELS SPECIFIED. DIRECTLY FROM THE LABORATORY TO THE ARCHITECT AND LL U 1, METAL PANS: 14 GA, (UNLESS NOTED OTHERWISE) 2. LABORATORY COMPACTION CURVE (ASTM- D-1557) FOR ONE TO THE ENGINEER, AS DIRECTED. 2. STRINGERS: 012x20.7 (UNLESS NOTED OTHERWISE) EACH TYPE OF SOIL ENCOUNTERED THAT WILL EQUIREW COMPACTION. D. EXCAVATION FOR STRUCTURES: 2. TEST REPORTS SHALL BE IDENTIFIED BY THE PROJECT z O m STEEL STAIRS SHALL BE SLAB SUPPORTED USING 4" DIAMETER STANDARD PIPE POSTS AS NEEDED. PROVIDE TITLE, FILE NUMBER, PROJECT LOCATION, DATE, AND DETAILS SO THAT STAIR CAN BE ASSEMBLED AND INSTALLED IN PROPER SEQUENCE WITH ADJACENT WORK. METAL 1.5 JOB CONDITIONS: 1. CONFORM TO THE ELEVATIONS AND DIMENSIONS SHOWN ON LOCATION AND DEPTH OF EACH ON-SITE TEST SUBMITTED. �/ C'I r , PAN STAIR TREADS AND LANDINGS SHALL HAVE NOT LESS THAN 2" NOR MORE THAN 3" OF CONCRETE FILL FOR THE DRAWINGS, WITH A TOLERANCE OF PLUS OR MINUS CO WALKING SURFACES. COORDINATE WITH ARCHITECTURAL DRAWINGS & MEET ALL APPLICABLE LOCAL BUILDING A. PROTECTION: 0.10 FT., AND EXTENDING A SUFFICIENT DISTANCE FROM ® F- CODES. FOOTINGS AND FOUNDATIONS TO PERMIT PLACING ANDEND OF SECTION Q z REMOVAL OF CONCRETE FORMWORK, INSTALLATION OF � 1. PROTECT EXISTING STRUCTURES, UTILITIES, SIDEWALKS, SERVICES, OTHER CONSTRUCTION, AND FOR INSPECTION. PAVEMENTS, AND OTHER FACILITIES FROM DAMAGES a. J SEE ARCHITECTURAL DRAWINGS FOR EXACT LAYOUT AND CONFIGURATION. COMPLETE SHOP DRAWINGS (INCLUDING CAUSED BY SETTLEMENT LATERAL MOVEMENT MEMBERS, COMPONENTS, CONNECTIONS AND ALL LOADS CLEARLY INDICATED ON THE CALCULATIONS & SHOP UNDERMINING, WASHOUT, VIBRATION AND OTHER; HAZARDS 2. IN EXCAVATING FOR FOOTINGS AND FOUNDATIONS, TAKE W Q DRAWINGS. SHOP DRAWINGS SHALL SHOW & SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE RAILING SYSTEM AS CREATED BY EXCAVATION AND COMPACTION OPERATIONS. CARE NOT TO DISTURB BOTTOM OF THE EXCAVATION. ® WELL AS CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL FRAMING SYSTEM) FOR CONSTRUCTION OF EXCAVATE BY HAND TO FINAL GRADE JUST BEFORE 1 STAIRS, HANDRAILS, AND GUARDRAILS SHALL BE SEALED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN PART 2 - PRODUCTS CONCRETE REINFORCEMENT IS PLACED. TRIM BOTTOMS TO V THE STATE IN WHICH CONSTRUCTION WILL OCCUR AND SHALL BE AVAILABLE AT THE JOB SITE DURING TIMES OF THE REQUIRED LINES AND GRADES TO LEAVE A SOLID INSPECTION. BASE TO RECEIVE CONCRETE. 2.1 SOIL MATERIALS: PROJECT NUMBER: 15111 3. WHERE BOTTOM OF FOOTING OCCURS IN FILL MATERIAL, CURTAIN WALL: A. FILL AND BACKFILL MATERIALS: THE FILL AND COMPACTION OPERATIONS SHALL CONTINUE DATE ISSUED: FEBRUARY 5, 2017 REFER TO ARCHITECT'S DRAWINGS AND SPECIFICATIONS FOR ALL REQUIREMENTS FOR THE DESIGN, DETAILING, UNTIL MINIMUM GRADE OF 3" ABOVE BOTTOM OF FOOTING REVISIONS: FABRICATION AND ERECTION OF THE CURTAIN WALL. SUPPLIER SHALL PROVIDE AND DESIGN ANY ADDITIONAL 1. CLEAN, FREE-DRAINING SAND (MAX. 10% PASSING THE 200 IS OBTAINED. FOOTINGS MAY THEN BE PLACED BY MISCELLANEOUS STEEL REQUIRED TO COMPLY WITH NOA FOR SYSTEM SELECTED. MESH SIEVE) FREE FROM ORGANIC MATERIAL OR RUBBLE. EXCAVATING IN ACCORDANCE WITH METHODS HEREIN SPECIFIED. - - STRUCTURAL DESIGN: THE STRUCTURAL DESIGN OF THE WINDOW WALL SYSTEM SHALL BE PERFORMED BY OR UNDER THE DIRECT SUPERVISION OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. DESIGN 2. EXCAVATED MATERIAL CONFORMING TO REQUIREMENTS FOR 3.3 COMPACTION REQUIREMENTS: CALCULATIONS SEALED BY THE REGISTERED ENGINEER SHALL BE SUBMITTED FOR INFORMATION AND RECORD ONLY. FILL AND BACKFILL MATERIAL MAY BE USED FOR FILL AND THE DESIGN CALCULATIONS SHALL SHOW SECTION PROPERTY COMPUTATIONS WITH DRAWINGS AND ANALYSIS FOR BACKFILL. WIND, DEAD, AND THERMAL LOADS IN ALL MEMBERS AND THEIR CONNECTIONS TO THE STRUCTURAL FRAME. A. GENERAL: 3. PROVIDE ADDITIONAL FILL MATERIAL FROM OFF- SITE WHEN EMBEDDED PLATES AND ANCHORS SHALL BE SHOP PRIMED WITH A ZINC RICH PAINT. EXPOSED SURFACES OF ALL REQUIRED TO COMPLETE THE WORK. 1. COMPACT ALL FILL AND BACKFILL TO A MINIMUM OF 95% PLATES EMBEDDED IN CONCRETE SHALL BE PAINTED WITH ZRC COLD GALVANIZING COMPOUND AFTER THE OF THE MODIFIED PROCTOR (ASTM D1557) MAXIMUM DRY SHEET TITLE ff)NNFrTION nCNIQITV