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Home My WebLink About121 W 1 St #17-1990- Inter RemodelCITY OF SANFORD UN BUILDING & FIRE PREVENTION PERMIT APPLICATION CAW APplwation No: 9— j 9 9z) Documented Construction Value: `h r ,coo Job Address: 121 W 1st St. Historic District: Yes ® No ❑ Parcel ID: 25-19-30-5AG-0304-002A \ Residential ❑ Conunercial 1'ype of Work: New ❑ Addition ❑ Alteratioti 4 Repair ❑ Demo ❑ Change of Use ❑ move ❑ Description of Work: Establish a craft brewery with an associated tasting room. — Plan Review Contact Person: E-its&=iAinaaq OyS1m �tivrl�jQ1✓lc�� Title: •_Deue4eP Lmaaaw &i§ 4d7 zcno-c� n �I Phone: 4�7 �&- Fax: 4� _ I:ruail: i Property Owner Information SL MV Name Stephen Tibstra Street: 5224 W State Rd 46 #305 Plione: 407.488.9656 Resident of property? : No City, State Zip: Sanford, FL 32771 Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Architect/Engineer Information Name: K��S�� SSOG I �7�5 Phone: Street: 11,Y5 S. TV -Ai Fax: City, St, Zip -KAf^ 3Z7 E-mail:— o Bonding Company: N� Mortgage Lender: �`IA Address: Address:to WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENTMAY RE'SUL'T' IN YOUR PAYING TWICE FOR INIPROVEMENTS TO YOUR PROPER'T'Y. A NO'T'ICE OI' COAV IENCEMENT iNIUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 1F YOU IN'T'END TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain it permit to do the work and installations tis indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pertormed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tacks, and air conditioners, etc. FBC 105.3 Shall he inscribed with the date of application and the code in effect as of that date: 511' Edition (2014) Florida Building Code y (� �fltJ.Sj Revised: June 30, 2015 I'ennil Application >licution CONTACT INFORMATION: ARCHITECT KEESEE, ASSOCIATES 945 SOUTH ORANGE BLOSSOM TRAIL APOPKA, FLORIDA 32703 AA 26003115 CONTACT NAME: JAMES A. GARRITANI, R.A. TEL: 407-880-2333 x206 EMAIL: JAMES.GARRITANI@GOKEESEE.COM MECHANICAL, ELECTRICAL, PLUMBING ENGINEER: INGENUITY ENGINEERS, INC. 4798 NEW BROAD STREET, SUITE 300 ORLANDO, FL. 32814 407-398-6007 CONTACT: DANIEL CHAPMAN EMAIL: dchapman(aingenuityei.com qfVICINITY MAP SCALE: NONE DEVIANT WOLFE BREWERY 121 WEST 1st STREET SANFORD, FLORIDA 32771 INDEX REVISION HISTORY CV1 INDEX, BUILDING DATA w CV2 GENERAL NOTES AND SPECIFICATIONS LIFE SAFETY LSO LIFE SAFETY ARCHITECTURAL A2.0 DEMOLITION PLAN A2.1 PROPOSED FLOOR PLAN A2.2 PROPOSED SEATING PLAN A3.0 REFLECTED CEILING PLAN A6.0 DOOR AND WINDOW SCHEDULE A6.1 ENLARGED PLANS MECHANICAL M0.1 MECH SPECS, LEGENDS, NOTES & ABBREV. M2.1 MECHANICAL PLAN M3.1 MECHANICAL SCHEDULES & DETAILS ELECTRICAL E0.1 ELEC SPECS, LEGENDS, NOTES & ABBREV. E2.0 ELECTRICAL DEMO PLAN E2.1 ELECTRICAL PLAN E3.0 ELECTRICAL RISER AND PANEL SCHEDULE PLUMBING P0.1 PLUMB SPECS, LEGENDS, NOTES & ABBREV. P1.0 PLUMBING SITE PLAN P2.1 PLUMBING PLAN OCCUPANCY CLASSIFICATION: EXIS- GROUP - F-2 / A-2 OCCUPANCY - BREWERY / BAR CONSTRUCTION TYPE: EXISTING EXISTING - TYPE III -B - NON -SPRINKLED / UNPRO OCCUPANT LOAD BAR: 1,376 SQ. FT. / 15 = 91 PERSONS BREWERY: 1,438 SQ. FT. / 100 = 14 PERSONS OFFICE / STORAGE: 253 SQ. FT. / 300 = 1 PERSON TOTAL: 3,064 SQ. FT. / 129 PERSONS JURISDICTION CITY OF SANFORD (5) SETS PERMItM OFFICE CD Z 0 _0 z <0 Ll z� Q C� z ,_n� Q� w � o .0 — O c 0 V) CO U �� Lu c'mM 2-gc') 000 Ap CO zv �CO U N o O 0 O Q rn rn Q o le1 o. 4_111' � �! THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. LIJ U.O F_ z Q w 0 w 3: w 0�m T N W M W Q O 4-1J T_LL T N 0 TLL r� V J SHEET INFORMATION DATE: 06/2612017 DRAWN BY: bwa PROJECT NO: 16-2235 REVIEWED BY: JAG 1wI Plan Revisions Date: 1 .�ncci ivanic `+ f -3- rI IN X AND BUILDING DATA Sheet No. CV1 W a w LIJ U.O F_ z Q w 0 w 3: w 0�m T N W M W Q O 4-1J T_LL T N 0 TLL r� V J SHEET INFORMATION DATE: 06/2612017 DRAWN BY: bwa PROJECT NO: 16-2235 REVIEWED BY: JAG 1wI Plan Revisions Date: 1 .�ncci ivanic `+ f -3- rI IN X AND BUILDING DATA Sheet No. CV1 W a FAA 111 =3 It LEGEND OF SYMBOLS SYMBOL HGT. HEIGHT & AND H.C. HANDICAPPED ACCESSIBLE L ANGLE HM. HOLLOW METAL @ AT HORZ. HORIZONTAL (LY) < CENTERLINE HB, HOSE BIB C CHANNEL HR. HOUR 0 DIAMETER OR ROUND INCL. INCLUDING 1 PERPENDICULAR OR STRUCTURAL TEE NEW C.M.U. WALL SEE PARTITION TYPE/ WALL TYPE -- # NUMBER OR POUND ID. INSIDE DIAMETER BRICK VENEER W/WO BASE WALL SEE PARTITION -TYPE/ WALL TYPE INSUL. INSULATE (D) (ING) (TION) ABV, ABOVE INT. INTERIOR ACOUS./ACT ACOUSTICAL TILE JB JUNCTION BOX (ES) ADJ. ADJUSTABLE JC JANITORS CLOSET A/C AIR CONDITIONING JCT. JUNCTION A.F.F. ABOVE FINISHED FLOOR JT. JOINT ALT. ALTERNATE L, LENGTH AL. ALUMINUM LAM. LAMINATE (D) ALUM, ALUMINUM LAV. LAVATORY A.S,T.M. AMERICAN SOCIETY TESTING MATERIALS A.I.S.C. AMERICAN INSTITUTE OF STEEL CONSTRUCTION LG. LAMINATED GLASS A.I.A. AMERICAN INSTITUTE OF ARCHITECTS LDG. LEADED GLASS AB, ANCHOR BOLT LL. LIVE LOAD ANDD. ANODIZED LT.WT, LIGHT WEIGHT ARCH. ARCHITECT(URAL) MANUF. MANUFACTURE (ER) A.R. AS REQUIRED MARE. MARBLE AUTO, AUTOMATIC MAS, MASONRY A.N.S.I. AMERICAN NATIONAL STANDARDS INSTITUTE M.O. MASONRY OPENING AWWM. ALIGN WITH WINDOW MULLION MAX, MAXIMUM BKSPL. BACK SPLASH MG, MIRROR GLASS BSMT. BASEMENT MIN, MINIMUM M/R MOISTURE RESISTANT BRG. BEARING BM. BEAM MTD. MOUNTED BTWN. BETWEEN MTL. METAL BIT. BITUMINOUS MECH. MECHANIC (AL) BLK. BLOCK MAT. MATERIAL BLKG. BLOCKING MISC. MISCELLANEOUS BD, BOARD NFPA. NATIONAL FIRE PROTECTION AGENCY BOT, BOTTOM N. NORTH BRK, BRICK NTS NOT TO SCALE NEC NATL. ELECTRIC CODE BLDG. BUILDING NSF NATL. SANITATION FOUND. BU. BUILT-UP CO. CLEAN OUT OSHA OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CPT. CARPET (ED) OC, ON CENTER (S) C.B. CATCH BASIN OPG. OPENING CTR. CENTER OA. OVER ALL CLG. CEILING OD. OUTSIDE DIAMETER C.F.C.I. FURNISHED INSTALLED O.F.0.1. OWNER FURNISHED OWNER INSTALLED, (N.I.C.) CEM. CEMENT O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED C,T. CERAMIC TILE O.H. OPPOSITE HAND CHAM. CHAMFER OWG. ONE WAY GLASS CHN LNK CHAIN LINK PNT PAINT C.I, CAST IRON PTD. PAPER TOWEL DISPENSER C.I.P. CAST IN PLACE PL PROPERTY LINE CIR. CIRCLE PLAM PLASTIC LAMINATE CIRCUM. CIRCUMFERENCE PLYWD PLYWOOD CLR CLEARANCE P/CF POUNDS PER CUBIC FOOT COL COLUMN P/LF POUNDS PER LINEAL FOOT CONC CONCRETE PISF POUNDS PER SQUARE FOOT CMU CONCRETE MASONRY UNIT PSI POUNDS PER SQUARE INCH CONST. CONSTRUCTION PT. POINT CONTR. CONTRACTOR P.T. PRESSURE TREATED CONT. CONTINUOUS OR CONTINUE RAD. RADIUS CJT CONTROL JOINT RE: REFERENCE OR SEE CTPG CLEAR TEMPERED PLATE GLASS REF. REFERENCE CTR COUNTER REINF. REINFORCING CW COLD WATER REQ'D. REQUIRED DCD CASE DRAIN REV. REVISION (S) (REVISED) D,F, DRINKING WATER FOUNTAIN RO ROUGH OPENING DTL DETAIL RAW RIGHT OF WAY DIA DIAMETER SCH, SCHEDULE DIM DIMENSION SHT, SHEET DS DOWN SPOUT SC SOLID CORE DWG DRAWING S. SOUTH DL DOWN LEADER SSBC SOUTHERN STANDARD BUILDING CODE (S) DN DOWN SPEC. SPECIFICATION (S) EA. EAST S.S. STAINLESS STEEL E EACH S/S SANITARY SEWER E.H,D. ELECTRIC HAND DRYER SPG SPANDRELITE PANEL GLASS ELEC ELECTRIC STD STANDARD EL ELEVATION STL. STEEL ELEV ELEVATION STOR STORAGE EQ. EQUAL STRUCT STRUCTURAL E.W, EACH WAY SUSP. SUSPENDED E.W.C. ELECTRIC WATER COOLER T & B TOP AND BOTTOM E.W.H. ELECTRIC WATER HEATER T.M. TO MATCH EXH. EXHAUST T.M.E. TO MATCH EXISTING EJJT/ E,J, EXPANSION JOINT T.O.C. TOP OF CONCRETE EXP. EXPOSED TOH. TOTAL DYNAMIC HEAD EXIST./EXTG, EXISTING T.O.M. TOP OF MASONRY EXT. EXTERIOR T.O.R.F. TOP OP ROOF PERIMETER FA FIRE ALARM T.O.R.D. TOP OF ROOF DECK FE. FIRE EXTINGUISHER T.O.W. TOP OF WALL F.CLG/ FIN. CEIL. FINISH CEILING TTPG TINTED TEMPERED PLATE GLASS F.F./ FIN. FL FINISH FLOOR T. OF F. TOP OF FOUNDATION FIN, FINISH (ED) TEL. TELEPHONE FLASH. FLASHING TV. TELEVISION FLR. FLOOR (ING) T & G. TONGUE AND GROOVE FLUOR FLUORESCENT TYP. TYPICAL FOC. FACE OF CONCRETE U.N.O. UNLESS NOTED OTHERWISE FOF FACE OF FINISH V.B. VAPOR BARRIER FOFM FACE OF FINISHED MASONRY VERT. VERTICAL VCT. VINYL COMPOSITION TILE FOS. FACE OF STUDS F.O.SH. FACE OF SHEATHING VP VENEER PLASTER VTR. VENT THRU ROOFW/ F.O.S,M. FACE OF STRUCTURAL MASONRY WITH FTG. FOOTING W. WIDTH OR WEST FT, FOOT WC. WATER CLOSET GALV. GALVANIZED W. HTR. WATER HEATER G.I. GALVANIZED IRON WNDW WINDOW GD. GRADE (GRADING) WO WITHOUT GEN. GENERAL WD WOOD GYP./GWB GYPSUM WALL BOARD WG WIRE GLASS H OR HT. HEIGHT WT. WEIGHT HDW. HARDWARE WP. WATER PROOFING HDR. HEADER WWF. WELDED WIRE FABRIC HVAC. HEATING/VENTILATING/ AIR CONDITIONING LEGEND OF SYMBOLS SYMBOL DESCRIPTION rgg N 0 NORTH ARROW ROOM NAME 0000SQFT 302 ROOM NAME & NUMBER - SEE FINISH SCHEDULE �ooa DOOR NUMBER - SEE DOOR SCHEDULE ��--- COLUMN GRID REFERENCE P-01 PARTITION TYPE - SEE SHEET A6.1 EL. 30'-3" TOP OF BEAM ELEVATION MARK A D n� B INTERIOR ELEVATION MARK ® PLAN NOTE NUMBER O# LOUVER MARK - SEE SHEET 3 REVISION MARK ErDETAIL MARK INSULATION - T - LINES OF CEILING CHANGES ( SOFFITS, OVERHANGS ETC.) NEW C.M.U. WALL SEE PARTITION TYPE/ WALL TYPE -- METAL STUD WALLS SEE PARTITION TYPE/ WALL TYPE METAL STUD WALL W! INSULATION SEE PARTITION TYPE/ WALL TYPE BRICK VENEER W/WO BASE WALL SEE PARTITION -TYPE/ WALL TYPE CONCRETE STUCCO, PLASTER OR G.W.B. r - BRICK/ BLOCK ELEVATION = I I=1 { I=1 I I= III=1 11=1 I I =1 I I-1 I -III--III-III-III- III=1 I I=1 I I=1 I I=1 I -i 1=T"i i=1T1=T= GRADE / EARTH BUILDING SECTION MARK WALL SECTION MARK DETAIL MARK * NOTE: SPECIFIC DETAILS MAY CONTAIN SYMBOLS FOR MATERIALS THAT DIFFER FROM THESE GENERAL ITEMS NOTED. PROJECT REQUIREMENTS AND COMPLIANCE PROJECT NOTES zm 0 z 1. CODE REQUIREMENTS: IT IS THE INTENT THAT ALL WORK SHALL CONFORM TO THE ADOPTED CODES, STANDARDS AND RULES OF THE 1. The Specification, Ideas, Designs, and Arrangements represented herein are and shall remain the roe of the Designer and no part thereof shall be copied, disclosed to others or used in connection < ADMINISTRATIVE AUTHORITY HAVING JURISDICTION P P rfY 9 P with any work or project other than the specified project for which they have been prepared and I 2. ALL WORK SHALL CONFORM WITH DRAWINGS AND SPECIFICATIONS IN ACCORDANCE WITH THE REQUIREMENTS OF ALL THE FOLLOWING WHERE developed without written consent. Visual contact with these plans or specifications shall constitute CL APPLICABLE: - conclusive evidence of acceptance of these restrictions. (A) GOVERNING MUNICIPAL AND REGULATORY AGENCIES 2. The Contractor shall verify all conditions and dimensions and report any discrepancies to the (B) LOCAL, STATE AND FEDERAL BODIES Owner prior to beginning work. Contractors shall verify and be responsible for all dimensions and conditions on the Job and this office must be notified of any variation from the dimensions and APPLICABLE CODES : conditions shown by these drawings. Ga 3. The plans show the location of all fixtures and equipment and are intended to convey the general ro STANDARD FLORIDA BUILDING CODE 2014 5th EDITION intent of the work in scope and layout. They are not intended to show in minute detail every and all • ® LU STANDARD FLORIDA PLUMBING CODE 2014 5th EDITION accessories intended for the purpose of execution of the work, but is understood that such details are to c U) pari of this work. � o 0 STANDARD FLORIDA MECHANICAL CODE 2014 5th EDITION 4. No work is to be installed prior to the submission and approval of appropriate and required shop STANDARD FLORIDA FUEL GAS CODE 2014 5th EDITION drawings, samples, etc. as described in the contract documents. w 5. The Contractor is responsible for providing a complete and finished product. Any items not ~ o` o 0 NFPA 70 NATIONAL ELECTRIC CODE 2011 NEC specified, or identified, but required to complete an assembly, system, etc. shall be considered part of T � u_ W FA to FLORIDA FIRE PREVENTION CODE: 2014 5TH EDITION AND CURRENT ADOPTED CODES & this contract. I (J N 6. The Contractors shall coordinate and assure themselves that all items of work will fit and function in Y o STANDARDS BY THE STATE OF FLORIDA < 0, d) ¢ .o accordance with the intent of (hese documents and that individual pieces of the same and different NFPA 1 AND NFPA 101 FLORIDA EDITION: 2012 EDITION systems will properly function in conformance with the Manufacturer and Industry Standard N•C•II•D•C FLORIDA ACCESSIBILITY CODE 2014 5th EDITION requirements. 7. The Contractor shall be responsible for all damage, inside or outside the limit of work due to EXISTING FLORIDA BUILDING CODE 2014 5th EDITION operations. The Contractor shall restore all damaged areas or items to their original condition at no ° additional cost to the Owner. The Contractor shall provide all temporary protection as required to property secure the building from intruders, animals, and the elements. THIS DOCUMENT AND/OR THE DESIGN 8. The Contractor shall be responsible for an existing material or stem integrated with scope of CONCEPTS EXPRESSED HEREIN ARE THE P y g y g p PROPERTY OF KEESEE ASSOCIATES AND 3. THE GENERAL CONTRACTOR SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE SOILS REPORT. OBTAIN FROM THE OWNER THE CURRENT work for conformance with the contract documents and objectives of this project. All clearances and ALL RIGHTS OF OWNERSHIP, INCLUDING COPY OF THE SOILS INVESTIGATION REPORT IF NECESSARY. conflicts of any and all construction; Framing/ Mechanical/ Plumbing/ Electricall etc required shall be COPYRIGHT OF INTELLECTUAL PROPERTY, adjusted for proper fit, accessibility and function. ARE RESERVED THE REPRODUCTIONS, 4. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE GENERAL CONTRACTOR AND ALL AREAS SHALL BE LEFT IN A CLEAN CONDITION ATCOPYING, OR USE OF THIS DOCUMENT 9, The Contractor shall be responsible for the coordination of all trades not identified, indicated or AND/OR THE DESIGN CONCEPT WITHOUT ALL TIMES DURING CONSTRUCTION. described in the drawings. Individual Contractors shall be responsible for the conformance of their THE WRITTEN CONSENT OF KEESEE 5. IT IS UNDERSTOOD THAT ALL INTENDED WORK IS SUBJECT TO REVIEW AND INTERPRETATION BY THE ADMINISTRATIVE AUTHORITY HAVING design and execution to all applicable Local, State and Federal Building Codes and Ordinances, Zoning ASSOCIATES IS STRICTLY PROHIBITED AND JURISDICTION. IN NO CASE SHALL WORK BE PERFORMED WITHOUT THE REVIEW AND WRITTEN APPROVAL OF SAID AUTHORITY. Bylaws and Governing Agencies as well as OSHA, NFPA and the Health Acts. The Contractor shall PROTECTED BY UNITED STATES AND coordinate all N.I.C., Owner supplied, and furnished items as required. INTERNATIONAL LAW. 10. The Contractor shall work in a clean, organized, and professional manner and shall be responsible 6. ALL TRADES SHALL BE RESPONSIBLE FOR ALL FEES RELATED TO THE ISSUE OF TRADE -SPECIFIC PERMITS, INSPECTIONS AND CERTIFICATES for maintaining the safety and security of the site during construction. NECESSARY FOR THE EXECUTION AND COMPLETION OF THE WORK, AND THE OCCUPANCY OF THE WORK. 1R 11. The Contractor shall be responsible for the removal of trash from the site, on a weekly basis, at a 7. EXISTING CONDITIONS: THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS AND FIELD -COORDINATE THE CORRECTIVE ACTION AS REQUIRED. minimum, and maintain a safe and orderly condition.1. _/ THE GENERAL CONTRACTOR SHALL NOTIFYTHE ARCH ITECTIDESI GNER OF ALL CONFLICTS AND DISCREPANCIES THAT AFFECT THE WORK PRIOR 12, Materials specified are for configuration, quality, and performance. Demonstrated equals will be ' O TO PROCEEDING WITH SAID WORK. amenable and acceptable with Owner's written approval (unless otherwise noted in contract documents. w� :• �.\� rf S 14. Coordinate all dimensions orequipment and built in items with final placement locations 8. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS WILL GOVERN. LARGE-SCALE DRAWINGS SHALL GOVERN OVER SMALLER -SCALED DRAWINGS. CONTACT ARCHITECTIDESIGNER TO CONFIRM ALL DISCREPANCIES, as -built conditions. , 15. All material shall be installed in strict accordance with manufacturers specifications and related (D CD CO 9. THE ARCHITECT/DESIGNER SHALL NOT BE HELD RESPONSIBLE FOR WORK PERFORMED NOT IN ACCORDANCE WITH THESE DOCUMENTS NOR FOR trade practices or standards. The preparations and modifications of underlying conditions shall be , S �. ' MISINTERPRETATION OF THE DRAWINGS, NOR FOR UNSATISFACTORY WORK BY CONTRACTOR. complete and ready for the next trade or product. All work shall be in conformance with good trade practice and performed by skilled workers, trained in the installation of the product being installed. 10. CONFIRM ALL HORIZONTAL DIMENSIONS WITH PLANS AND IN FIELD PRIOR TO FABRICATION AND/OR CONSTRUCTION Work not conforming to these requirements shall be cause for rejection. Satisfactory remedies may , r� 11. ALL ELECTRICAL AND MECHANICAL INFORMATION CONTAINED IN THESE DRAWINGS IS SOLELY FOR THE PURPOSE OF COORDINATION OF THE involve complete removal and replacement of defective work or material at the contractors expense . ARCHITECT/DESIGNER'S WORK, 16. General Contractor shall be responsible for all required drawings, calculations and diagrams for plumbing, mechanical and electrical permits and to install required components to meet all applicable codes. ®N NOTES 17, General Contractor shall be responsible for all required drawings, calculations, diagrams and TERMITE P R®TE CTI certification for contractor supplied systems for required permitting and as required to meet all applicable codes. SOIL CHEMICAL BARRIER METHOD '18. In the event of a conflict with items or systems specified or detailed in more than one location, the 1. "A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT contractor shall provide the more expensive or higher quality item at no cost to the owner. RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR WATER HEATER OR ELECTRICAL PANEL." FBC 104.2.6 19. The Contractor is advised that the Owner and other Contractors may be performing work during the performance of his work. Complete cooperation and coordination is required. 2. "CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-13" AWAY FROM BUILDING SIDE WALLS." FBC 1503.4.4 20. Any Contractor, Subcontractor, Individual, Company, or their designees performing work or 3. "IRRIGATION / SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN V-0" OF BUILDING SIDE services for this project, be it for materials, labor or both shall be responsible for the detailed WALLS." FBC 1503.4.4 examination of existing conditions at the site, as indicated in drawings, or in other information available 4. "TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN from a Public Agency or Utility Company. No consideration shall be given for claims made as a result UJ 6 INCHES." of failure to understand, identify or establish existing conditions. Any damage to existing shall be the y _ responsibility of the Contractor and repaired at his own expense. EXCEPTION: PAINT OR DECORATIVE CEMENTIUUS FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. FBC 1403.1.6 resp LL 21. The Contractor shall supply all items identified to be provided in the specifications or the drawing I� 5. "INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACKFILL IS COMPLETE." FBC 1816.1.1 independent of being indicated within the other. �I 6. "SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED." FBC 1816.1.2CO 22. Provide steel trowel finish at all beam details, window sills and upper roof and column caps unless 0 ^00UJ 7. "BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUIENT INSTALLATION OF TRAPS, ETC„ noted otherwise. W SHALL BE MADE WITH PERMANENT METAL OR ELECTRICAL ADDITIONAL NOTE; PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT," FBC 1816.1.3 23. Contractor to provide'Utiliguard System' Energy Management Systems or approved equal on all UJ(� 8. "MINIMUN 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAIN FALL DILUTION. IF RAIN FALL OCCURS BEFORE VAPOR electrical power panels for energy/green systems. U) 0 RETARDER PLACEMENT, RETREAT AS REQUIRED." FBC 1816.1.4 GENERAL NOTES 9. "CONCRETE OVERPOUR AND MORTAR ALONG FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT." FBC 0 LL1816.1.5 T_1. The contractor shall visit the site prior to preparation of his bid and thoroughly familiarize himself with conditions of 10. "SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS," FBC the construction area and work required to perform the work of this contract. Obtain dimensions by calculation, Z UJ 1816.1.6 DO NOT SCALE THE DRAWINGS . If dimensions are in question, the contractor shall request clarification from the (� 11. "AN EXTERIOR VERTICAL CHEMICAL BERRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND architect prior to continuing construction of the area in question. IRRIGATION. ANY SOIL DISTURBED AFTER THE CHEMICAL BERRIER IS APPLIED, SHALL BE RETREATED," FBC 1816.1.6N U. o 2. This building has been designed in accordance with section 1606 of the 2014 Florida Building Code. j L 12. "ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT." FBC 1816.1.7 3. All dimension are taken from face of masonry or stud unless noted otherwise. LU 13. "A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENCED PEST CONTROL COMPANY BE FOR 4. All conduit, piping, and ductwork penetrating any rated assembly; floor, ceiling or wall shall Q CERTIFICATE OF OCCUPANCY WILL BE ISSUED, THE CERTIFICATE OF COMPLIANCE SHALL STATE:'THE BUILDING HAS RECEIVED A COMPLETE have an approved fire rated assembly for the specific application. TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS OF THE 5. All mechanical and electrical equipment shall be located on site per architectural or civil drawings. UJ FLORIDA BUILDING DEPARTMENT OF AGRICULTURE AND CUSTOMER SERVICES." FBC 1816.1.7 6. All lumber in contact with the soil, concrete, masonry, or as indicated or required shall be pressure preservative treated. 14. "AFTER ALL WORK IS COMPLETED, LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW WITHIN V-0" OF THE BUILDING. THIS INCLUDES 7. All exterior steel stud construction shall be minimum 20 gage with a maximum spacing of 24" o.c. ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL." FBC 2303.1.3 All interior steel stud construction shall be minimum 25 gage with a maximum spacing of 24" o.c. with no exception 15. "NO WOOD, VEGITATION, STUMPS, CARDBOARD, TRASH, ETC,, SHALL BE BURIED WITHIN 15"0 OF ANY BUILDING OR PROPOSED BUILDING." 8. At all perimeter storefront window framing provide closed end flat pocket filler FBC 2303.1.4 9 At all perimeter storefront frame assemblies provide min. I" shim, Storefront to be cleaned of all foreign debris, i.e, stucco, prior to sealant application. 10. High performance storefront window sill to be extruded aluminum with closed end pan. 11. See floor plans and reflected ceiling plans for specific elevations and details. 12. Install thresholds at all exterior doors, at fire rated doors, and doors between air conditioned & non air conditioned spaces and where materials change on either side, z 13. All soffit systems, roof systems and window systems to meet all uplift and shape criteria as required by codes. 14. Specifications and requirements indicated on structural , mechanical, plumbing and 2 electrical drawings are considered minimum acceptable criteria and may be superceded by more stringent criteria required as part of architectural documents. Contractor shall notify the Architect SHEET INFORMATION for any possible conflicts or discrepancies prior to commencing the specific work. DATE, 0612612017 15. Not used DRAWN BY, bwa 16. Contractor to coordinate and verify all exterior wall control and expansion joints prior to the PROJECT NO: 16-2235 commencement of specific work. 17. All glass to be tempered per code adjacent to doors, etc.. REVIEWED BY: JAG 18. Provide durarock tile backer board @ all locations scheduled for tile finish ® Plan Revisions Date: 19. Provide vinyl base @ all walls unless otherwise specified/noted. 1 20. Provide casing beads @ all stucco and drywall transitions to different material. Provide sealant 2 joint w/ backer rod or bondTireak. Typical unless noted otherwise. 21. Provide corner beads @ all stucco & drywall returns. 3 22. Extend all non bearing walls to 4" above finish ceiling unless noted otherwise 4 23. Provide control joints between different construction types. Le. metal framing and C.I.P. or C.M.U. 5 construction. 6 24. All finishes shall be protected where indicated as final finish. The Contractor shall be responsible for all v repairs to produce a uniform finish. 25. Provide steel trowel finish at all beam details, window sills and upper roof and column caps unless noted 8 otherwise. Sheet Name 26. Exterior paint - 2 color locations - to be determined by Architect/Owner, 27. ARCHITECT SHALL BE INDEMNIFIED, HELD HARMLESS FOR ANY HURT, LOSS, OR DAMAGE DUE TO ANY AND e ALL OWNER FINISH SELECTIONS. LEGENDS AND NOTED Sheet No. 0 ASTM A563DH HEAVY HEX NUT (GALVANIZED) & F436 WASHER (GALVANIZED)— C10x20 (GALVAN 1 Y2" STEEL BOTTOM PL. I I 11/2" I APPROX.12" I (FIELD VERIFY) I 11 REMOVE EXIST. FURRED OUT WALL TO INSTALL PROPOSED C10 SNUG AGAINST BRICK STRUCTURAL WALL (TYP, EA. SIDE) 3/" O ASTM A449 THRU-BOLTS (GALVANIZED) - SEE FRAMING ELEVATION FOR SPACING AND LOCATIONS 10x20 (GALVANIZED) 1/4" 1/4" EXIST. BRICK WALL (BEYOND) 2 12" CONT. EA. 2 END (TYP.) FRAMING SECTION @ NEW OPENING SCALE: 1 1/2" = 1'4" T/ GVICT 10'-0" (PROPOSED M.O. - VERIFY) FRAMING ELEVATION @ NEW OPENING SCALE: 1/2" = 1'-0" PROPOSED FLOOR PLAN SCALE: 1/4" = 1'- 0" :_w... _.. T..I 1. LEGEND Door See 1/A7.0 Q Window See 2/A75.0 -� Wall Types Insulated PreFab Walk-in Cooler WALL TYPES LEGEND Existing Exterior Masonry Wall Existing Interior CMU Wall to 10'-0" HGT Insulated PreFab Walk-in Cooler 3 5/8" Metal Stud Framing PLAN NOTE: 1. ALL NEW INTERIOR WALLS ARE METAL STUD WITH DRYWALL OR TILE BACKER BOARD UNLESS NOTED OTHERWISE, 2, ALL DETAILS AND SECTIONS SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUCTED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. 3, ARCHITECT SHALL BE INDEMNIFIED, HELD HARMLESS FOR ANY HURT, LOSS, OR DAMAGE DUE TO ANY AND ALL OWNER FINISH SELECTIONS. 4. SUBMIT CASEWORK, DOORSMARDWARE SHOP DRAWINGS FOR OWNER/ARCHITECT APPROVAL, 5, CONFIRM ALL HORIZONTAL DIMENSIONS W/ PLANS AND IN FIELD PRIOR TO FABRICATION/CONSTRUCTION. 6• ALL INTERIOR AND EXTERIOR FINISHES AS SELECTED BY OWNER. 7, ALL ELECTRICAL FIXTURESIEQUIPMENT, PLUMBING FIXTURES/EQUIPMENT AND HVAC EQUIPMENT AS SELECTED & APPROVED BY OWNERIARCHITECT. 8. 1/8" PER FOOT SLOPE TO FLOOR DRAINS -TYPICAL DIMENSION NOTE: 1. DO NOT SCALE DRAWINGS. 2. ALL DIMENSIONS ARE STUD TO STUD TO CMU. ADA NOTE: 1. SEE INTERIOR ELEVATIONS AND ADA PLAN FOR ALL ADA INFORMATION INTERIOR FINISHES: 1. ALL ROOMS TO HAVE CERAMIC TILE, PAINTED GYPSUM BOARD, VINYL BASE, AND LAY -IN CEILING. COORDINATE PAINT COLORS AND TILE SELECTION WITH GC 2. CHAIR RAILING TO BE INSTALLED IN WAITING AREA AT 36" A.F.F. 3, COORDINATE ALL CABINET AND MILL WORK WITH GC jk 6'-0" A.F.F. TILE WAI AT RESTRt 11 3 5/8" (OR 6") METAL STUDS @ 16" luw\fllul- O.C. W/ 5/8" GYPSUM BOARD BOTH SIDES, O BOTTOM PLATE ANCHORED @ 16" O.C.(2x P.T. AT WET AREAS) SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH AND BASE ALTERNATE WALL PARTITION 3 5/8" OR 6" METAL STUDS @ 16" O.C. (OR BRG. WALL: SEE STRUCT DWGS FOR LOCATIONS) W/ 5/8" GYPSUM BOARD BOTH SIDES, FILL W/ SOUND DEADENING INSUL. BOTTOM PLATE ANCHORED @ 16" O.C.(2x P.T. AT WET AREAS) SEE ROOM FINISH SCHEDULE FOR FLOOR FINISH AND BASE TYPICAL WALL PARTITION P -i THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. LU C w Uj a w W U �o a` SHEET INFORMATION DATE: 07/26/2017 DRAWN BY: bwa PROJECT NO: 16-2235 REVIEWED BY: JAG ® Plan Revisions Date: ' 1 07/26/17:PERMIT COMMENT RESPONSE 2 3 4 5 6 7 8 Sheet Name Sheet No. A2. 1 WOOD DOOR /-CASING DOOR HARDWARE REF: SCHEDULE Q F. F. FLUSH WOOD DOOR (STYLE PER OWNER) A HOLLOW METAL - CASING DOOR HARDWARE REF: SCHEDULE `LL HOLLOW METAL INSULATED HOLLOW METAL EXTERIOR B '-0" V.I.F. DOOR/ WINDOW NOTE: 1. ALL EXTERIOR DOORS TO MEET WIND LOAD CRITERIA. 2. ALL GROUND FLOOR UNIT HARDWARE @ ENTRY DOORS SHALL MEET ALL CODES, LAWS AND GUIDELINES FOR HANDICAP ACCESSIBILITY 3. THRESHOLDS AT EXTERIOR DOORS, INCLUDING SLIDING GLASS DOOR TRACKS, ARE NO HIGHER THAN 1 INCH. THRESHOLDS AND CHANGES IN LEVEL AT THESE LOCATIONS ARE BEVELED WITH SLOPES NO GREATER THAN 1:12 DOOR SCHEDULE TYPICAL GENERAL NOTES 1. FRAMES ARE TYPICALLY WRAPAROUND; SET EXTERIOR FRAMES AS DETAILED. 2. ALL GLASS LIGHTS IN DOORS AND FRAMES SHALL BE TEMPERED UNLESS NOTED AS LABELED; ALL GLASS LIGHTS IN LABELED DOORS AND FRAMES SHALL BE CLEAR FIREGLAS 20 BY TGP OR EQUAL 3. ALL EXT. FRAMES SHALL BE GROUTED FULL. 4. ALL DOORS 13/4" THICK; ALL FRAMES TO HAVE 518" X 13/4" RABBETS EACH SIDE, VARY STOP WIDTHS TO ACCOMMODATE CLEAR THROAT DIMENSIONS INDICATED. 5. ALL DOOR AND FRAME LABELS SHALL BE METAL (RIVET OR SCREW ATTACHED). STICK -ON LABELS NOT ACCEPTABLE; PROTECT LABELS FROM BOTH PRIMERS AND FINISH PAINTING. LABELS SHALL BE BRIGHT EMBOSSED METAL PER NFPA 80. THRESHOLDS 1. ALUMINUM (EXT.) 2. TRANSITION STRIP 3. CONTINUE FLOORING UNDER DOOR DOOR SCHEDULE REMARKS LEGEND 1. 90 MIN. FIRE RATED DOOR 2.18"X24" LOUVER 3. UNDERCUT DOORS 3/4" MINIMUM 4. CONTINUE FLOOR MATERIAL UNDER DOOR 5. CONTINUE DRYWALL ABOUT DOOR JAMB, PROVIDE CORNER BEAD ALL ABOUT 6. CONTRACTOR TO VERIFY EXISTING DOOR SIZE/ROUGH OPENING 7. CONC. FILLER TO PROVIDE SILL NOT REQUIRED 8.12" x 12" LOUVER 9. PEMKO 2211APK DOOR BOTTOM W/DRIP SHOE 1 -LITE TEMPERED GLAZING DOOR HARDWARE REF: SCHEDULE ALUMINUM STOREFRONT C ROOL-UP INDUSTRIAL DOOR < D > DOOR TYPES SCALE: 1/4" = V-0" BREWERY GATE E ROOM FINISH SCHEDULE NOTE: ALL FINISHES ARE CLASS "B" MIN. FOR FLAME SPREAD ROOM No. ROOM DESCRIPTION DOOR SCHEDULE BASE WALL FINISH MARK �1 DOOR TYPE FRAME TYPE BUILDERS HW GROUP DOOR SIZE TAP ROOM DETAILS RATING THRESHOLD GWB REMARKS HEAD JAMB SILL 101 C SF 1 -ED 3'-0"x6'-8" 102 "" -- - - EXISTING MFR 102 C SF 1 -ED 3'-0"x6'-8" PAINTED DRYWALL/ EXPOSED BRICK - - -- - - EXISTING VINYL 103 B MTL 1 -ED 3'-0"x6'-8" WOMEN'S RESTROOM ST. CONC VINYL -- - - EXISTING 106 104 D ALUM - 10'-0"=10'-0" 9'4" '- "" -' - - NEW - ROOL-UP : INSULATED 105 E WD/MTL 1 -LS (2) 3'-0"x4'-0" -- - -- - NEW 106 A WOOD 1 -PS 3'-0"x6'-8" H1 11 -- - - NEW 107 A WOOD 1 -PS 3'-Q"x6'-8" H1 11 '- - - NEq- FULL SWING ni 108 B MTL 1 -LS 3'-0"x6'-8" "" "' - - EXIST 109 E WD/MTL 1 -LS 3'-0"x4'-0" - -' - NEW HARDWARE GROUPS HARDWARE GROUP ITEM QUANTITY STYLE/TYPE STYLE/TYPE MANUF. LOCK SET 1 LEVER BRUSHED ALUM. SCHLAGE 1 CLOSER 1 900 SWING BRUSHED ALUM. LNC STOPS 1 FLOOR MOUNTED BRUSHED ALUM. IVES BUTTS 1\ PAIR 5 -KNUCKLE S. STEEL STANLEY LS - LOCK SET - SCHLAGE PR - PRIVACY - SCHLAGE PS - PASSAGE - SCHLAGE ED - EXIT DEVICE - VON PUPRIN WOOD DOOR /-CASING DOOR HARDWARE REF: SCHEDULE Q F. F. FLUSH WOOD DOOR (STYLE PER OWNER) A HOLLOW METAL - CASING DOOR HARDWARE REF: SCHEDULE `LL HOLLOW METAL INSULATED HOLLOW METAL EXTERIOR B '-0" V.I.F. DOOR/ WINDOW NOTE: 1. ALL EXTERIOR DOORS TO MEET WIND LOAD CRITERIA. 2. ALL GROUND FLOOR UNIT HARDWARE @ ENTRY DOORS SHALL MEET ALL CODES, LAWS AND GUIDELINES FOR HANDICAP ACCESSIBILITY 3. THRESHOLDS AT EXTERIOR DOORS, INCLUDING SLIDING GLASS DOOR TRACKS, ARE NO HIGHER THAN 1 INCH. THRESHOLDS AND CHANGES IN LEVEL AT THESE LOCATIONS ARE BEVELED WITH SLOPES NO GREATER THAN 1:12 DOOR SCHEDULE TYPICAL GENERAL NOTES 1. FRAMES ARE TYPICALLY WRAPAROUND; SET EXTERIOR FRAMES AS DETAILED. 2. ALL GLASS LIGHTS IN DOORS AND FRAMES SHALL BE TEMPERED UNLESS NOTED AS LABELED; ALL GLASS LIGHTS IN LABELED DOORS AND FRAMES SHALL BE CLEAR FIREGLAS 20 BY TGP OR EQUAL 3. ALL EXT. FRAMES SHALL BE GROUTED FULL. 4. ALL DOORS 13/4" THICK; ALL FRAMES TO HAVE 518" X 13/4" RABBETS EACH SIDE, VARY STOP WIDTHS TO ACCOMMODATE CLEAR THROAT DIMENSIONS INDICATED. 5. ALL DOOR AND FRAME LABELS SHALL BE METAL (RIVET OR SCREW ATTACHED). STICK -ON LABELS NOT ACCEPTABLE; PROTECT LABELS FROM BOTH PRIMERS AND FINISH PAINTING. LABELS SHALL BE BRIGHT EMBOSSED METAL PER NFPA 80. THRESHOLDS 1. ALUMINUM (EXT.) 2. TRANSITION STRIP 3. CONTINUE FLOORING UNDER DOOR DOOR SCHEDULE REMARKS LEGEND 1. 90 MIN. FIRE RATED DOOR 2.18"X24" LOUVER 3. UNDERCUT DOORS 3/4" MINIMUM 4. CONTINUE FLOOR MATERIAL UNDER DOOR 5. CONTINUE DRYWALL ABOUT DOOR JAMB, PROVIDE CORNER BEAD ALL ABOUT 6. CONTRACTOR TO VERIFY EXISTING DOOR SIZE/ROUGH OPENING 7. CONC. FILLER TO PROVIDE SILL NOT REQUIRED 8.12" x 12" LOUVER 9. PEMKO 2211APK DOOR BOTTOM W/DRIP SHOE 1 -LITE TEMPERED GLAZING DOOR HARDWARE REF: SCHEDULE ALUMINUM STOREFRONT C ROOL-UP INDUSTRIAL DOOR < D > DOOR TYPES SCALE: 1/4" = V-0" BREWERY GATE E ROOM FINISH SCHEDULE NOTE: ALL FINISHES ARE CLASS "B" MIN. FOR FLAME SPREAD ROOM No. ROOM DESCRIPTION FLR BASE WALL FINISH CLG. L . REMARKS 100 TAP ROOM ST. CONC VINYL PAINTED DRYWALL/ EXPOSED BRICK GWB EXISTING 101 BAR ST. CONC VINYL PAINTED DRYWALL/ EXPOSED BRICK GWB EXISTING 102 COLD STORAGE MFR MFR MFR MFR WALK-IN COOLER 103 BREWING ST. CONC VINYL PAINTED DRYWALL/ EXPOSED BRICK GWB EXISTING 104 OFFICE / STORAGE ST. CONC VINYL PAINTED DRYWALL GWB EXISTING 105 WOMEN'S RESTROOM ST. CONC VINYL TILE WAINSCOT TO 6'4"/ PAINTED DRYWALL ABV. GWB 9'-0" 106 MEN'S RESTROOM ST, CONC VINYL TILE WAINSCOT TO 6'-0"/ PAINTED DRYWALL ABV. GWB 9'4" FACE OF CMU BEYOND DOOR INTERIOR CONCRETE SLAB DOOR BOTTOM THRESHOLD METAL STUD METAL STUD BEVEL 1:2 FRAMING FRAMING GYP. BD. GYP. BD. EXTERIOR WOOD DOOR CONCRETE �CAS I N G WALK ^ T'N METAL STUD _ HEADER L p d WOOD DOOR p a CASING DOOR, SEELEXPANSION JOINT DOUBLE METAL DOOR, SEE SCHEDULE STUD SCHEDULE MATERIOR DOOR HEADER DETAIL I JAMB DETAIL(OYHOLD DOOR THRES H SCALE: 1-1/2" = 1'-0" `� SCALE: 1-1/2" = 1'-0" SCALE. s - 1 -0 C SLOTTED "BRITE" ALUMINUM CHANNEL AT EACH END, TOP AND BOTTOM STEEL SUPPORT T RECLAIMED RUSTIC WOOD PANEL STAINED CONC. FLOOR C 0 EXIST. CONCRETE SLAB POUH-ROCK 3' DIA. BREWERY BARRIER WALL SCALE: 1-1/2" = V-0" PLEXIGLASS COUNTER TOP W/ CLEAR SEALANT AT EDGES AND SEAMS 2"x7xl /1 A" BRUSHED STEEL 31-011 ANGLE OVER CLEAR SEALANT. SCREW TO BARTOP ACCESS PANEL AS REQ'D W/ HINGE AT BOTTOM AND CLASP AT TOP. CUT OPENINGS IN BARTOP op FOR DISPLAY BOXES. SEE PLAN FOR EXTENTS. II II II II t II II II II BASE CABINET/SHELVES II t t II II U ll &__BAR SECTION SCALE : l" = 1'-0" a 0 RECLAIMED WOOD BARTOP OVER 1/2" PLYWOOD BACKING OVERHANGS THAT o. EXCEED 12" MAY REQUIRE A SUPPORT BRACKET RECLAIMED WOOD SIDING 2x FRAMING N 1/2" GYPSUM 2x P.T. FOOT STEP FRAMING 2x P.T. SOLE PLATE L rvYc�n�o�c ®0 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. co ��®C <• — T • DO i M w ; o ctz Z LuwLu In E IL SHEET INFORMATION DATE: 07126/2017 DRAWN BY: bwa PROJECT NO: 16-2235 REVIEWED BY: JAG ® Plan Revisions Date: 1 07/26/17:PERMIT COMMENT RESPONSE Sheet Name DOOR AND WINDOW SCHEDS. Sheet No. A6.0 FOR DISPLAY BOXES. SEE PLAN FOR EXTENTS. II II II II t II II II II BASE CABINET/SHELVES II t t II II U ll &__BAR SECTION SCALE : l" = 1'-0" a 0 RECLAIMED WOOD BARTOP OVER 1/2" PLYWOOD BACKING OVERHANGS THAT o. EXCEED 12" MAY REQUIRE A SUPPORT BRACKET RECLAIMED WOOD SIDING 2x FRAMING N 1/2" GYPSUM 2x P.T. FOOT STEP FRAMING 2x P.T. SOLE PLATE L rvYc�n�o�c ®0 THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. co ��®C <• — T • DO i M w ; o ctz Z LuwLu In E IL SHEET INFORMATION DATE: 07126/2017 DRAWN BY: bwa PROJECT NO: 16-2235 REVIEWED BY: JAG ® Plan Revisions Date: 1 07/26/17:PERMIT COMMENT RESPONSE Sheet Name DOOR AND WINDOW SCHEDS. Sheet No. A6.0 MECHANICAL LEGEND ABBREVIATIONS ABV ABOVE SUPPLY DIFFUSER. ARROWS INDICATE 1 WAY, 2 WAY, ADJ ADJUSTABLE OR 3 WAY. NO ARROWS INDICATE 4—WAY. AF AIRFOIL AFF ABOVE FINISHED FLOOR AP ACCESS PANEL CEILING MOUNTED EXHAUST FAN BI BACKWARD INCLINE BHP BRAKE HORSEPOWER SUPPLY DUCT UP SECTION (RECTANGULAR) BTUH BRITISH THERMAL UNIT PER HOUR CD CONDENSATE DRAIN CFM CUBIC FEET PER MINUTE RETURN DUCT UP SECTION (RECTANGULAR) CLO CEILING COND CONDENSATE COP COEFFICIENT OF PERFORMANCE EXHAUST DUCT UP SECTION (RECTANGULAR) DB DRYBULB DWGS DRAWINGS DX DIRECT EXPANSION SUPPLY DUCT DOWN SECTION (RECTANGULAR) EF EXHAUST FAN EXH EXHAUST RETURN DUCT DOWN SECTION (RECTANGULAR) EA EACH EAT ENTERING AIR TEMPERATURE ELECT ELECTRICAL EXHAUST DUCT DOWN SECTION (RECTANGULAR) ENT ENTERING EQ EQUAL EWT ENTERING WATER TEMPERATURE SUPPLY DUCT UP SECTION (ROUND). FC FORWARD CURVED FL FLOOR SUPPLY DUCT DOWN SECTION (ROUND). FLEX FLEXIBLE CONNECTOR OR DUCT FPM FEET PER MINUTE FT. HD. FEET OF HEAD RECTANGULAR DUCTWORK WITH TAKE—OFF, BALANCING 'F DEGREES FAHRENHEIT A B DAMPER AND INSULATED FLEXIBLE ROUND DUCT. SAME CA GAUGE SIZE AS DIFFUSER INLET UNLESS NOTED OTHERWISE, GAL GALLON FIRST DIMENSION IS THAT OF SIDE SHOWN. GALV GALVANIZED A ROUND DUCTWORK. HP HORSEPOWER CONICAL FITTING WITH DAMPER ON BRANCH KW KILOWATTS CONNECTION TO RECTANGULAR MAIN MAX MAXIMUM (PROVIDE DAMPER IN LOW PRESSURE DUCTWORK ONLY). MBH 1000 X BTUH MIN MINIMUM EXISTING DUCTWORK TO REMAIN N.T.S. NOT TO SCALE {—� OA OUTSIDE AIR PCT PERCENT VOLUME DAMPER. PD PRESSURE DROP PERF. PL. PERFORATED PLATE AIR DEVICE TAG A-100 MARK—CFM PLBG PLUMBING PSIA POUNDS PER SQUARE INCH ABSOLUTE 01 EXISTING SIDEWALL SUPPLY REGISTER PSIG POUNDS PER SQUARE INCH GAUGE (T WALL MOUNTED THERMOSTAT RA RETURN AIR MOUNT 4'-0" ABOVE FINISHED FLOOR. REG REGISTER ®R REFERENCE NOTES REQ'D REQUIRED RG RETURN AIR GRILLE INDICATES POINT OF CONNECTION BETWEEN NEW RH RELATIVE HUMIDITY AND EXISTING. RPM REVOLUTIONS PER MINUTE ® POINT OF DISCONNECT RTU ROOFTOP UNIT SA SUPPLY AIR EQUIPMENT AH TYPE EQUIPMENT TAG SF SUPPLY FAN MARK SDT SMOKE DETECTOR SD SUPPLY DIFFUSER a 1" DOOR UNDER CUT. ARROW INDICATES DIRECTION SDMP SMOKE DAMPER UC OF FLOW SQ,FT, SQUARE FOOT STIR STARTER TEMP TEMPERATURE T'STAT THERMOSTAT TYP TYPICAL UC UNDERCUT (DOOR) VFDC VARIABLE FREQUENCY DRIVE CONTROLLER VAV VARIABLE AIR VOLUME VS VARIABLE SPEED W WATTS WB WETBULB MECHANICAL SPECIFICATIONS GENERAL CA# 26308 I17094.00 4798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) 3 as �r1 meers, 1ne. SUBSTITUTIONS:, Lo_...� 0 THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. PROVIDE (D INSTALL DUCTWORK INDICATED ON DRAWINGS, MAKING NECESSARY CHANGES IN CROSS—SECTIONS AND ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, EQUIPMENT AND DESIGN OF SYSTEMS INDICATED ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS OFFSETS, WHETHER OR NOT SPECIFICALLY INDICATED. INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR SHALL BE CONSIDERED AS "STANDARD OF QUALITY". NO SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR I CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED IN DESIGN DRAWINGS AND AS OUTLINED IN WRITTEN APPROVAL OF THE ENGINEER. ALL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED, FREE EITCHEN EXHAUST DUCTWORK: THESE SPECIFICATIONS. OF DEFECTS, AS SHOWN ON THE DRAWINGS OR INDICATED IN SPECIFICATIONS. E ) O V I N M FABRICATE IN ACCORDANCE WITH SMACNA STANDARDS AND NFPA 96. CONSTRUCT OF 16 GAUGE SCOPE OF WORK: DEVIATIONS FROM SPECIFIED EQUIPMENT AFFECTING ELECTRICAL REQUIREMENTS SHALL BE COORDINATEDGALVANIZED STEEL OR 18 GAUGE STAINLESS STEEL, USING CONTINUOUS EXTERNAL WELDED JOINTS. (D yi ��d.$.a' a Z11 "INN; 7 . Y BETWEEN VENDOR, MECHANICAL CONTRACTOR, AND ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING BIDS. SUPPORTS SHALL BE 16 GAUGE MINIMUM GALVANIZED STEEL WHERE CONCEALED AND OF 18 GAUGE FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS FAILURE TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IN ADDITION, THE MINIMUM STAINLESS STEEL WHERE EXPOSED. SLOPE DUCT TOWARD HOOD A MINIMUM OF " PER FOOT AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO OF RUN (1" PER FOOT IF OVER 75'). PROVIDE ACCESS DOORS WHERE REQUIRED BY CODES FOR FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. CLEANING AND INSPECTION OF DUCT. DISTRIBUTION AND DUCTWORK. ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT APPLICABLE CODES/STANDARDS: PROVIDE ACCESS DOORS WITH GREASE CLEANOUT AND CEILING ACCESS FOR ALL CHANGES IN DIRECTION CLEANING, TESTING AND ADJUSTING: INTERNATIONAL LAW. AND EVERY 20' OF DUCT RUN. THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND — 2014 FLORIDA BUILDING CODE (FBC) \Id,6tjV� PLACE IN SERVICE 'THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH 'THEIR RESPECTIVE EQUIPMENT, — 2014 FLORIDA MECHANICAL CODE (FMC) ELBOWS SHALL BE LONG (1.5R) OR SHORT (1R) RADIUS, MITERED ELBOWS ARE NOT ACCEPTABLE. DUCT ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS — 2014 FLORIDA PLUMBING CODE (FPC) JOINTS SHALL BE BUTT JOINTS OR OVERLAPPING DUCT JOINTS OF EITHER TELESCOPING OR BELL TYPE REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING — 2014 FLORIDA ENERGY CODE (FEC) (OVERLAP SHALL NOT EXCEED 2"). AUTHORITIES. — NFPA LATEST EDITION [jj i� U)a — SMACNA DUCT CONSTRUCTION STANDARDS SHEET METAL DUCT CONNECTION TO HOODS JOINTS SHALL BE MADE WITH A CONTINUOUS EXTERNAL NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. — ASHRAE LIQUID TIGHT WELD. MANUFACTURER TO PROVIDE LITERATURE FOR GASKET MATERIALS TO BE USED WHEN TESTING: — 2011 NATIONAL ELECTRIC CODE (NEC) APPLICABLE. ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELIVER NOT LESS THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. ACCESS DOORS: THAN THE REQUIRED AIR QUANTITY WITH QUANTITIES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF SHOP DRAWINGS AND SUBMITTALS: CONTRACTOR SHALL PROVIDE HINGED ACCESS DOORS FOR DAMPERS, VALVES, ETC. WHERE FLOORS, THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR DATE: 0612612017 WALLS, AND CEILINGS MUST BE PENETRATED TO ACCESS MECHANICAL SYSTEMS. FINISH SHALL BE OVERLOAD. SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT FOR ENGINEER'S APPROVAL PRIOR COORDINATED THROUGH ARCHITECT TO MATCH SURROUNDING FINISHES. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. THIS TO PURCHASE AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REQUIRING ELECTRIC POWER OR CONTROL 3 CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS, FURNISH IN DUCTWORK AS INDICATED AND WHEREVER NECESSARY FOR PROPER ACCESS TO ALL 7 0 I E DAMPERS MOTORIZED DAMPERS AND EQUIPMENT FO V FIRE INSTRUMENTS, CONTROLS, F RR CONVENIENT AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE REPORT SHALL BE PREPARED BY A HVAC CONTRACTORS SHALL SUBMIT COMPLETE DUCTWORK SHOP DRAWINGS FOR REVIEW BY THE INSPECTION, MAINTENANCE AND REPLACEMENT OF SAME. SIZE SHALL BE AMPLE FOR USAGE. OPENINGS CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH GENERAL CONTRACTOR REGARDING SHALL BE REINFORCED ON ALL SIDES WITH MATERIAL OR DUCTWORK IN WHICH DOORS ARE INSTALLED. BUREAU. EXACT OPENINGS REQUIRED IN EXTERIOR WALLS. THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FORH HARDWARE - USE VENT LOK HARDWARE THROUGHOUT. ALL DOORS TO BE HINGED WITH BRASS PIN T RA THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. IT IS "THE RESPONSIBILITY OF THE HINGES AND WITH QUICK OPENING LATCHES AS FOLLOWS: CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. 1. REACH -IN DOORS TO BE 18" HIGH. 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. TWO #150 HINGES WITH ROOF FANS, RELIEF VENTS, AIR INTAKES, AND CURBS. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) SYSTEM IDENTIFICATION: 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. INSULATION: 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATION 5. DRIVE TYPES, SIZES AND SPEED RANGE. DEVICE AND DISCONNECT. LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, MANVILLE, PITTSBURGH CORNING, 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT, LETTERING SHALL BE A MINIMUM ARMSTRONG, OR APPROVED EQUAL. INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH HIGH FOR EQUIPMENT INFORMATION. BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL. ALL INSULATION SHALL BE SUITABLE ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR FOR INSTALLATION IN A RETURN AIR PLENUM. DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS SECURED WITH BRASS CHAINS INDICATING THE VALVE SIZE, SERVICE AND FUNCTION. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R MAINTENANCE MANUALS SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED. INSULATION TO HAVE TYPE 11 FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 25/SMOKE DEVELOPED 50/FUEL PROVIDE COMPLETE MAINTENANCE MANUALS (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE CONTRIBUTED 50. INSTALL INSULATION PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND OPERATING AND MAINTENANCE DATA INTO SUITABLE. SETS OF MANAGEABLE SIZE. BIND PROPERLY MANUFACTURER'S MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC INDEXED DATA INTO INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING VINYL COVERED BINDERS WITH POCKET ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND MASTIC. FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MINIMUM INSULATION REQUIREMENTS AS FOLLOWS: TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. - SUPPLY AND RETURN AIR UNCONDITIONED: 2" (R-6 MIN) - OPERATING AND MAINTENANCE INSTRUCTIONS- COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND OUTSIDE AIR: 2" (R-6 MIN) - SPARE PARTS LIST - COPIES WARRANTIES ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER - A WIRING DIAGRAMS NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, - INSPECTION REPORTS AND APPROVALS REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL SHOP DRAWINGS AND PRODUCT DATA - TEST AND BALANCE INFORMATION INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS TRAINING SERVICES PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. SYSTEM, FOR THE FULL PERIOD OF GUARANTEE. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. CONTROLS: THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. VIBRATION ISOLATION: FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF OPERATION. ALL TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL WORKING HOURS ON STARTUP AND SHUTDOWN ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING OPERATION SYSTEM. PROVIDE 110/24 VAC 'TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING FOR 120V POWER ROUGH -IN, CONTROL, POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED NOTICE TO ARCHITECT/ENGINEER. EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CABLE. CONNECTIONS TO THE EQUIPMENT. HANGERS AND SUPPORTS EQUIPMENT: DUCTWORK: PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND INSTALL DUCT SMOKE DETECTORS FURNISHED BY DIVISION 16 IN SUPPLY AIR DUCTS OF AIR HANDLING SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. ALL DIMENSIONS ARE INSIDE NET FREE AREA. UNITS EXCEEDING 2000 CFM AND WHERE INDICATED ON DRAWINGS. DETECTOR TO SHUT DOWN WHEN PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, MATERIALS: LOW PRESSURE SUPPLY AND RETURN DUCTWORK SHALL BE FIBERBOARD EQUAL TO ACTIVATED. PIPING AND DUCTWORK. MANSVILLE FR -800 (SUPERDUCT). PROVIDE MINIMUM "R" VALUE OF 4.2 FOR DUCTS INSTALLED IN EXHAUST FANS: CONDITIONED SPACE AND 6.0 FOR DUCT INSTALLED IN UNCONDITIONED SPACE. DUCTWORK SHALL BE ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT LINED WITH ANTI MICROBIAL COATING. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE ALONE FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. RUSTING. FINISH COLOR AS SELECTED BY OWNER. IS NOT ALLOWED. ROOF CURBS: THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. GENERAL EXHAUST DUCTS SHALL BE GALVANIZED OR STAINLESS STEEL SHEET METAL. SIZE AS REQUIRED TO ACCOMMODATE EXHAUST FANS AND RELIEF VENTS. TO BE FURNISHED BY MANUFACTURER OF EQUIPMENT TO BE MOUNTED. ROOF CURBS SHALL MATCH ROOFING 'TYPE AND WARRANTY/GUARANTEE: WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL SHEET METAL. SLOPTHE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR. SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. AIR DISTRIBUTION EQUIPMENT: PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND. ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE "TURBULENCE. AS SCHEDULED ON THE DESIGN DRAWINGS. ORIGINAL DEFECT OR REPAIRS THERETO. ABRUPT TURNS WITHOUT APPRECIABLE FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN FIBERGLASS INSULATION WITH AN R -VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SLEEVE. THE ENTIRE FLEXIBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL -181 CLASS SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 7'-0". FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. CA# 26308 I17094.00 4798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) 3 as �r1 meers, 1ne. Sheet No. m Lo_...� 0 (D Y z I ..—� cra Lu Ou., f - V E ) O V I N M .) 3.— CLS u o oti M LLI x�—� 0 V cu V) O o (D yi ��d.$.a' a Z11 "INN; 7 . Y U- CO o V « '"+, 0 U7 0- Q O aa4i4 'i _ I VVV i THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. Cl)S 111 /,, • • � Jr w o' E � � (� •°• CCC...CCC��"' o �(✓ ' N �, � o �o \Id,6tjV� a s&/O " N AL ®��``` 1111III� ' Lu N 0 Lu LL W [jj i� U)a LL r z Lu LjL T-0 Cil L. LLj U) Li cncn Q Q E z Q w :o a SHEET INFORMATION DATE: 0612612017 DRAWN BY: DMA PROJECT NO: 16-2235 REVIEWED BY: MH V Plan Revisions Date: 1 2 3 4 5 6 7 i8 mr-uHANICAL SPECS, LEGEND, NO A B V ! Sheet No. m X LU EN * • . '4 M2.1 1/4" = V-0" MECHANICAL PLAN 114" 11-011 O REFERENCE NOTES O1 SUPPLY DUCT ROUTED IN ATTIC SPACE. (D INSTALL ION GENERATOR IN VERTICAL. Q REUSE EXISTING OPENING AND CONNECT NEW RV -1 ON ROOF. FIELD COORDINATE EXACT LOCATION. O SLOPE EXHAUST DUCT 1/8" PER FOOT. �5 8" DOWN TO BREW -KETTLE CONNECTION. ® 24"X18" LOUVER SIMILAR TO GREENHECK EVH-501 D. 7O EXISTING DOOR IS AN OLD BANK VAULT DOOR TO BE PERMANENTLY LOCKED TO PREVENT FROM CLOSING. DOOR WILL ALWAYS BE OPEN. CA# 26308 I17094.00 4796 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) d ,407.398.6003 (F) � nroxGve cnJ n<��ia7 S9?L4;W)i" Inungl ii7luraws, inc. (D `r' o _c) Z'0 10 cy .y.. 41 < h V) (_} LJJ • U — 'ro O 'L' v o0 (i win L.4J ar (1)gh�W E l0 C9 O N LL CO co � O � Nil w epi`la� + Gdf (nn O (U „,.r Q o I THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. �. Lu u4t a r,•a � � •� �t� � '� n " • cb. O d n Q w E z w O 4 SHEET INRORMA110N DATE: 06/26/2017 DRAWN BY: DBA PROJECT NO: 16-2235 REVIEWED BY. JBH vrl Plan Revisions Dater Sheet Name MECHMN11CAL PLAN TAP Room l I O REFERENCE NOTES O1 SUPPLY DUCT ROUTED IN ATTIC SPACE. (D INSTALL ION GENERATOR IN VERTICAL. Q REUSE EXISTING OPENING AND CONNECT NEW RV -1 ON ROOF. FIELD COORDINATE EXACT LOCATION. O SLOPE EXHAUST DUCT 1/8" PER FOOT. �5 8" DOWN TO BREW -KETTLE CONNECTION. ® 24"X18" LOUVER SIMILAR TO GREENHECK EVH-501 D. 7O EXISTING DOOR IS AN OLD BANK VAULT DOOR TO BE PERMANENTLY LOCKED TO PREVENT FROM CLOSING. DOOR WILL ALWAYS BE OPEN. CA# 26308 I17094.00 4796 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) d ,407.398.6003 (F) � nroxGve cnJ n<��ia7 S9?L4;W)i" Inungl ii7luraws, inc. (D `r' o _c) Z'0 10 cy .y.. 41 < h V) (_} LJJ • U — 'ro O 'L' v o0 (i win L.4J ar (1)gh�W E l0 C9 O N LL CO co � O � Nil w epi`la� + Gdf (nn O (U „,.r Q o I THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. �. Lu u4t a r,•a � � •� �t� � '� n " • cb. O d n Q w E z w O 4 SHEET INRORMA110N DATE: 06/26/2017 DRAWN BY: DBA PROJECT NO: 16-2235 REVIEWED BY. JBH vrl Plan Revisions Dater Sheet Name MECHMN11CAL PLAN E1-2, G1-4, ..A -CFM AIR DEVICE SCHEDULE RANGE I NECK SIZE DRIVE TYPE E.S.P. MARK DESCRIPTION FACE SIZE NECK MATERIAL BASIS OF DESIGN MANUFACTURER/MODEL # DAMPER NOTES - 205 600 8Is0 206 - 375 146 10"o 376 A LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER 24"x24" SEE TABLE BELOW ALUMINUM METAL AIRE 5700 -AL Y 1, 2, 3 B LOUVERED FACE 2 CONE ADJUSTABLE SUPPLY DIFFUSER 12"x12" SEE TABLE BELOW ALUMINUM METAL AIRE 5700 -AL Y 1, 2, 3 F SIDEWALL/CEILING 45' DEFLECTION RETURN GRILLE NOTE 4 SEE TABLE BELOW ALUMINUM METAL AIRE RH Y 1, 2, 5 X EXISTING DIFFUSER OR EXISTING GRILLE - - - - SHOWN - NOTES: 1. COORDINATE COLOR AND SURFACE FINISHES WITH ARCHITECTURAL DRAWINGS. 2. PROVIDE RAPID MOUNT T -BAR FRAME FOR PLASTER AND SHEET ROCK CEILINGS. 3. SUPPLY COMPLETE WITH FACTORY INSTALLED 1/2" THICK FOIL BACKED INSULATION. 4. FACE SIZE DEPENDENT UPON NECK SIZE. 5. PROVIDE STEEL GRILLE WHEN USED IN ACCORDANCE WITH U.L. APPROVED PENETRATION DETAIL, 2. ION GENERATORS BETWEEN SUPPORT POINTS IN AN E1-2, G1-4, ..A -CFM CFM CFM RANGE I NECK SIZE DRIVE TYPE E.S.P. WATTS/HP R.P.M. I VOLTS/PH SONES 0-40 SP 0-95 41 - 60 6"0 96 - 205 600 8Is0 206 - 375 146 10"o 376 - 605 172 WATTS 1100 1 120/10 5.0 12"0 606 - 850 200 14"0 E1-2, G1-4, B -CFM CFM RANGE I NECK SIZE NECK SIZE DRIVE TYPE E.S.P. WATTS/HP R.P.M. I VOLTS/PH SONES 0-40 SP 4"O 41 - 60 5"0 61 - 95 600 96 - 145 740 146 - 205 8"0 E1-2, G1-4, H -CFM CFM RANGE MARK AREA SERVED TYPE J NECK SIZE DRIVE TYPE E.S.P. WATTS/HP R.P.M. I VOLTS/PH SONES MANUFACTURER I MODEL N0. 1NOTFq SP 0 - 75 WHERE SPECIFIED 6"x6" 76 - 150 ACCESS DOOR / 10"x6" 151 - 200 EF -1 BATHROOM CABINET 12"6" 201 -250 172 WATTS 1100 1 120/10 5.0 12"x8" 251 - 300 200 14"x8" SEE NOTE 3 THREADED HANGER ROD - 1 UNISTRUT OF A 1 ,� I ANGLE IRON STRAP HANGERS SCREWS TYPICAL CONTINUOUS HANGER STRAP 1" MIN -°- -*-- AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3, REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. STRAP OR TRAPEZE HANGERS F BAND STRAPS HANGER BAND SCALE: NTS 36" DIA. MAX. 36" DIA. MAX. FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK:. SUSPEND WITH PROPERLY SIZED ' CONCRETE INSERTS OR EXPANSION ANCHORS --� DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE SUF FAC ©w LET DUCT DESIGN OU'TSi�E iAiiiC NOMINAL TANNAGE TOTAL COOLIi'JG TarAL IiEA1'ING (EITU) �. g NOTES ,�,.�-. _ . _ _ CrIt;J�- AIR Cr R45-1 1D.0 120 lvs i i 4 r&fIII 575 1-3 NOTES: 1. CONTRACTOR SHALL REBALANCE THE EXISTING AIR HANDLING UNIT TO THE SPECIFIED DESIGN CFM INDICATED ON SCHEDULE, ADJUST MOTOR TO A LOWER SPEED IF DIRECT DRIVE OR ADJUST SHEEVES AND PULLEYS TO MAINTAIN DESIRED QUANTITY OF SPECIFIED SUPPLY AIR. TEST AND BALANCE CONTRACTOR SHALL SUBMIT RECORDINGS ON CERTIFIED NEBB OR AABC FORMS. 2. CONTRACTOR TO SET OUTSIDE AIR INTAKE DAMPER FOR DESIRED CFM INDICATED ON SCHEDULE. 3. CONTRACTOR TO VERIFY SMOKE DETECTOR WITHIN SUPPLY AND RETURN DUCTWORK AND PROVIDE IF NECESSARY. UNIT EXHAUST FAN SCHEDULE SERVICE MARK AREA SERVED TYPE J CFM DRIVE TYPE E.S.P. WATTS/HP R.P.M. I VOLTS/PH SONES MANUFACTURER I MODEL N0. 1NOTFq SP MAXIMUM VELOCITY DAMPER WHERE SPECIFIED ROUND SPIN -IN COLLAR MOUNT CAULK (TYPICAL) IN SIDE OF DUCT UNLESS VARIABLE N0. ACCESS DOOR / TREATED SPECIFICALLY SHOWN OTHERWISE DUCT SEALER AT SPIN ELECTRODE EF -1 BATHROOM CABINET DRY 150 DIRECT 0.4 172 WATTS 1100 1 120/10 5.0 GREENHECK SP -13200 1 EF -2 BREWING INLINE QTY 200 DIRECT 0.4 62 WATTS 1000 1 120/10 3.4 GREENHECK CSP -A250 2 .NNOIE2 1. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY HANGING VIBRATION ISOLATOR KIT. SWITCH WITH ROOM LIGHT. 2. PROVIDE COMPLETE WITH FUSED DISCONNECT SWITCH, DESIGNER GRILLE, FACTORY HANGING VIBRATION ISOLATOR KIT. FACTORY SOLID STATE SPEED CONTROLLER, FACTORY SOLID STATE SPEED CONTROLLER, FACTORY BACKDRAFT DAMPER, AND FACTORY BACKDRAFT DAMPER, AND SEE NOTE 3 THREADED HANGER ROD - 1 UNISTRUT OF A 1 ,� I ANGLE IRON STRAP HANGERS SCREWS TYPICAL CONTINUOUS HANGER STRAP 1" MIN -°- -*-- AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3, REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. STRAP OR TRAPEZE HANGERS F BAND STRAPS HANGER BAND SCALE: NTS 36" DIA. MAX. 36" DIA. MAX. FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK:. SUSPEND WITH PROPERLY SIZED ' CONCRETE INSERTS OR EXPANSION ANCHORS --� DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE SUF FAC ©w LET DUCT DESIGN OU'TSi�E iAiiiC NOMINAL TANNAGE TOTAL COOLIi'JG TarAL IiEA1'ING (EITU) �. g NOTES ,�,.�-. _ . _ _ CrIt;J�- AIR Cr R45-1 1D.0 120 lvs i i 4 r&fIII 575 1-3 NOTES: 1. CONTRACTOR SHALL REBALANCE THE EXISTING AIR HANDLING UNIT TO THE SPECIFIED DESIGN CFM INDICATED ON SCHEDULE, ADJUST MOTOR TO A LOWER SPEED IF DIRECT DRIVE OR ADJUST SHEEVES AND PULLEYS TO MAINTAIN DESIRED QUANTITY OF SPECIFIED SUPPLY AIR. TEST AND BALANCE CONTRACTOR SHALL SUBMIT RECORDINGS ON CERTIFIED NEBB OR AABC FORMS. 2. CONTRACTOR TO SET OUTSIDE AIR INTAKE DAMPER FOR DESIRED CFM INDICATED ON SCHEDULE. 3. CONTRACTOR TO VERIFY SMOKE DETECTOR WITHIN SUPPLY AND RETURN DUCTWORK AND PROVIDE IF NECESSARY. UNIT PROVIDE ANGLES SERVICE ION GENERATORS AT TOP AND SIDES MARK MAX SP MAXIMUM VELOCITY DAMPER WHERE SPECIFIED ROUND SPIN -IN COLLAR MOUNT CAULK (TYPICAL) IN SIDE OF DUCT UNLESS VARIABLE N0. ACCESS DOOR / TREATED SPECIFICALLY SHOWN OTHERWISE DUCT SEALER AT SPIN ELECTRODE (CFM) DRY POWER OUTPUT W/ MANUFACTURER & MODEL COLLAR CONNECTION AIRFLOW QTY PAIRS RV -1 CONTACTS (VA) AIRFLOW NUMBER F-1 ADJUSTABLE CLAMP TO MAIN 2 2 700 INCLUDED 0.8 VA INTEGRAL PLASMA AIR - N7200 NOTES: 1.140 UPPER ATTACHMENT PER SMACNA SUPPLY DUCT SIZE AS MAX. SAG 1/2" PER FOOT SHOWN ON PLANS 117 197.0 0.06 0.0 1. INSTALL ION GENERATOR IN LOCATION SHOWN ON PLANS. 33 2. ION GENERATORS BETWEEN SUPPORT POINTS IN AN ACCESSIBLE LOCATION. 0.80 3. ION GENERATORS SHALL BE POWERED WITH 24 V FAN CONTROL. #6 Mens1 115 92.0 0.00 0.0 0.00 0.80 0 0 1.314 0 3221 1011 0.877 LOUVER MAXIMUM D/8 OFFSET \ i ALLOWED IN LAST D INCHES \i TO DEVICE WHERE D IS THE L INTERNAL FLEX DIAMETER SEE NOTE 3 ADJUSTABLE CLAMP STAINLESS STEEL VOLUME DAMPER WITH LOCKING SECURE TO CAM LOCK LATCH CURB WITH QUADRANT AND 2 STANDOFF NECK SIZE TO MATCH DUCT SEALER SS #8x1" FASTENERS (TYPICAL) FLEX DUCT SIZE INDICATED INSULATE TOP PANEL OF LAY -IN DIFFUSER PROVIDE INSULATED METAL WOOD NAILER -� PANEL ON UNUSED PORTION MINIMUM 12" TALL OF LOUVER. CAULK EDGES INSULATED ROOF CURB AIR TIGHT. CEILING (T -BAR SHOWN) AIR DISTRIBUTION DEVICE, SEE PROVIDE CEILING ACCESS CANT GYPSUM BOARD SIMILAR SCHEDULE. LAY -IN SHOWN PANEL FOR DAMPER ACCESS SURFACE MOUNT SIMILAR IN NON -ACCESSIBLE CEILINGS �+ DUCT ,+,t�°,�e CONNECTION 1 O LOUVER NOTES, SCALE: NONE 1. FLEXIBLE DUCTS SHALL BE ONE-PIECE AND SHALL NOT BE SPLICED TOGETHER. 2. EXTEND FLEXIBLE DUCT INSULATION TO DUCT/DIFFUSER PANEL INSULATION AND SEAL WITH MASTIC. 3. MINIMUM 1-1/2" WIDE 22 GAUGE GALVANIZED STRAP HANGER. INSTALL PER GUIDELINES SET FORTH IN CHAPTER 3 OF THE MOST MEMBRANE CURRENT EDITION OF THE S.M.A.C.N.A. TECHNICAL MANUAL TITLED "HVAC DUCT CONSTRUCTION STANDARDS METAL AN FLEXIBLE". ROOFING 4. FLEXIBLE AIR DUCT SHALL BE FULLY EXTENDED AND NOT COMPRESSED. ELBOW RADIUS SHALL BE NO LESS THAN R/D=1.0. LIGHT WEIGHT FLEXIBLE DUCT INSTALLATION DETAIL DECK SCALE: NTS SEE NOTE 3 THREADED HANGER ROD - 1 UNISTRUT OF A 1 ,� I ANGLE IRON STRAP HANGERS SCREWS TYPICAL CONTINUOUS HANGER STRAP 1" MIN -°- -*-- AROUND DUCT NOTES: 1. ON DUCTS OVER 48" WIDE, BOTTOM SHALL BE BRACED BY ANGLE. FOR CROSS SECTION AREA MORE THAN 8 SQ FT, DUCT SHALL BE BRACED BY ANGLES ON ALL FOUR SIDES. 2. CUTTING AND PATCHING SHALL BE LIMITED TO A MINIMUM AS REQUIRED FOR PROPER INSTALLATION. 3, REFER TO SMACNA FOR SPECIFIC RECOMMENDED HANGER TYPES NOTED. BAND 4. MAXIMUM SPACING BETWEEN HANGER LOCATIONS SHALL BE 8'-0" PER PAIR. STRAPS SHALL BE MINIMUM 1 1/2" x 22 GAGE GALVANIZED STEEL. STRAP OR TRAPEZE HANGERS F BAND STRAPS HANGER BAND SCALE: NTS 36" DIA. MAX. 36" DIA. MAX. FOR STRUCTURAL CONCRETE FLOOR SLABS OR ROOF DECK:. SUSPEND WITH PROPERLY SIZED ' CONCRETE INSERTS OR EXPANSION ANCHORS --� DO NOT INSTALL INSERTS OR ANCHORS IN THIN PORTIONS OF CONCRETE SUF FAC ©w LET DUCT DESIGN OU'TSi�E iAiiiC NOMINAL TANNAGE TOTAL COOLIi'JG TarAL IiEA1'ING (EITU) �. g NOTES ,�,.�-. _ . _ _ CrIt;J�- AIR Cr R45-1 1D.0 120 lvs i i 4 r&fIII 575 1-3 NOTES: 1. CONTRACTOR SHALL REBALANCE THE EXISTING AIR HANDLING UNIT TO THE SPECIFIED DESIGN CFM INDICATED ON SCHEDULE, ADJUST MOTOR TO A LOWER SPEED IF DIRECT DRIVE OR ADJUST SHEEVES AND PULLEYS TO MAINTAIN DESIRED QUANTITY OF SPECIFIED SUPPLY AIR. TEST AND BALANCE CONTRACTOR SHALL SUBMIT RECORDINGS ON CERTIFIED NEBB OR AABC FORMS. 2. CONTRACTOR TO SET OUTSIDE AIR INTAKE DAMPER FOR DESIRED CFM INDICATED ON SCHEDULE. 3. CONTRACTOR TO VERIFY SMOKE DETECTOR WITHIN SUPPLY AND RETURN DUCTWORK AND PROVIDE IF NECESSARY. RELIEF VENT SCHEDULE UNIT MANUFACTURER & MODEL NO. SERVICE ION GENERATORS CAPACITY MARK MAX SP MAXIMUM VELOCITY DAMPER CURB OPER. WT. VARIABLE N0. TREATED t1 Bar 1 ELECTRODE (CFM) DRY POWER OUTPUT W/ MANUFACTURER & MODEL TYPE AIRFLOW QTY PAIRS RV -1 CONTACTS (VA) AIRFLOW NUMBER F-1 1800 2 2 700 INCLUDED 0.8 VA INTEGRAL PLASMA AIR - N7200 NOTES: 1.140 #4 Corridor 1 117 197.0 0.06 0.0 1. INSTALL ION GENERATOR IN LOCATION SHOWN ON PLANS. 33 2. ION GENERATORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 0.80 3. ION GENERATORS SHALL BE POWERED WITH 24 V FAN CONTROL. #6 Mens1 RELIEF VENT SCHEDULE UNIT MANUFACTURER & MODEL NO. SERVICE LOCATION TYPE CAPACITY HOOD HEIGHT (W/O CURB) THROAT AREA SP MAXIMUM VELOCITY DAMPER CURB OPER. WT. REMARKS N0. t1 Bar 1 RELIEF/INTAKE (CFM) (IN) (FT) (IN WG) (FPM) TYPE TYPE/HEIGHT (LBS) 468 RV -1 GREENHECK CRSR-20 BREW -KETTLE ROOF RELIEF 1575 13.0 2.25 0.05 700 BACKDRAFT STANDARD 24 1 NOTES: 1. ALUMINUM HOUSING, GALVANIZED BIRDSCREEN, BAKED ENAMEL. COLOR TO BE SELECTED BY ARCHITECT. i-- ALUMINUM TOP CAP ROOF CURB RIGID INSULATION 3/8" ALL THREAD SPUN ALUMINUM VENTURI INLET ,,-BACKDRAFT DAMPER COUNTER FLASHING FLASHING 7` /--`ROOF MEMBR4 EQUIPMENT RUBBER INSULATION FULL CONTOUR OF CURB FLASHING -CONTINUOUS CANT MEMBRANE ROOFING �- LIGHT WEIGHT DECK \- RIGID INSULATION RELIEF VENT INSTALLATION DETAIL SCALE: NTS FOR METAL ROOF DECKS: SUSPEND FROM STRUCTURAL STEEL OR PROVIDE MISCELLANEOUS STEEL TO SPAN BETWEEN STRUCTURAL STEEL ELEMENTS. THREADED BEAM CLAMP HANGING ROD /-FLEXIBLE CONNECTOR WITH GROUND STRAP (TYP.) CEILING EXHAUST GRILLE _OPRENE GROMMET AND SHAFT FEVE SECURED WITH STEEL 4SHERS & NUTS ON BOTH DES OF EACH MOUNTING BRACKET (TYPICAL -4) DO NOT SUPPORT FAN FROM CEILING CEILING MOUNTED EXHAUST FAN DETAIL SCALE: NTS Ventilation Sizing Summary for Existing RTU -"1 Project Name: 117094.00 Deviant Wolfe Brewery 05/1612017 Prepared by: Ingenuity Engineers Inc. 10:04AM `1. Summary Supply Air .(CFM) Ventilation Sizing Method......_................................................ ASHRAE Std 62.1-2007 Design Condition _.... _.---------------- .............._........_......-_:.............._.. Heating operation OccupantDiversity .............. __........ ................ ....................... ........ ........ ................... 1.000 Uncorrected Ventilation Airflow Rate .... ..............._............. -___......__........_......._........_....1011 CFM System Ventilation Efficiency ......................... 0.877 Design Ventilation Airflow Rate ........................................................ 1152 CFM 2. Snace Ventilation AnalvGig Tnhla Zone Name! Space Name Mull. Supply Air .(CFM) Floor Area (ft-) Required Outdoor Air (CFMKO) Time Averaged Occupancy Required Outdoor Air (CFM/person) Air Distribution Effectiveness Required Uncorrected Outdoor Air Outdoor Air (CFM) (CFM) Space Ventilation Efficiency Zone 1 t1 Bar 1 2405 1497.0 0.18 76.0 7.50 0.80 •1049 839 0.877 42 Brewery 1 468 655.0 0.18 4.0 7.50 0.80 •185 148 0.9119 #3 Office 1 82 108.0 0.06 1.0 5.00 0.80 14 11 1.140 #4 Corridor 1 117 197.0 0.06 0.0 0.00 0.80 _ '15 12 1.188 #5 Womens 1 33 105.0 0.00 0.0 0.00 0.80 0 0 1.314 #6 Mens1 115 92.0 0.00 0.0 0.00 0.80 0 0 1.314 Totals (incl, Space Multipliers) 3221 1011 0.877 SIDE TAKE -OFF FITTING - EQUAL TO FLEXMASTER STO (22 GA. MIN.) MAX. 15' TRANSITION 0.25 D RECTANGULAR DUCT/ -ROUND DUCT i TO AIR Q Q N J VALVE o_ o_ VOLUME DAMPER N CONICAL FITTING WITH LOCKING TYPE VOLUME DAMPER. DAMPER AND DAMPER STAND-OFF EQUAL TO CROWN PRODUCTS COMPANY MODEL 3200 -DS, 1 FLEX DUCT OR ROUND SHEET METAL DUCT. FLEX o DUCT MAX. 8'-0" LONG, USE CLAMP TO ATTACH U FLEX DUCTS AND SEAL AS PER SPECIFICATIONS, SUPPORT FLEX DUCT EVERY 3'-0" FROM STRUCTURE. J a a DUCT CONNECTION DETAILS SCALE: NTS CAIk 26308 I�i_7094.00 4798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) i 407.398.6003 (F) A& Him 9t '� "�rosctreE,yxcYrm�Sc'�.ars" 11 u ;? encyineer , inc. 0 `o . ! CN _o x `! _.,i 41 V) U' L .0 r0 LIJ v / 0 0 0 CLSC0 C14 u Lu c' 'urte) L'' �• i d �.. E N ;Q M ' td i e =r e O u_ CO co N l0 N, a�a�,,r, �siik (j Qo. 3 a c : N P`i•, Y R.i ..ar, JSP '�, V L00 'r Q �... d) ¢o THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN! ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. ed :(FIJI `' syr r�Q W UO3 0 �r1�ti n v� ZU N a. SHEET INFORMATION DATE: 06/26/2017 DRAWN BY: DMA PROJECT NO: 16-2235 RENEWED BY: JBH wl Plan Revisions Date: ELECTRICAL SPEC-FICATIONS-- mummmmm GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BUILDING CODE (FBC), NFPA 101, ALL LOCAL CODES, ORDINANCES, REGULATIONS AND UTILITY POWER AND TELEPHONE COMPANY STANDARDS. 2. ALL BUILDING WIRE SHALL BE COPPER TYPE "THHN/THWN" FOR ALL SIZES. MINIMUM WIRE SIZE SHALL BE #12 AWG. 3. ALL BRANCH AND FEEDER CIRCUITS SHALL CONTAIN A SEPARATE GROUNDING CONDUCTOR AND SEPARATE NEUTRAL CONDUCTOR AND SHALL BE SIZED AND BONDED IN ACCORDANCE WITH ARTICLE 250 OF THE N.E.C. 4. ALL CONDUIT INSTALLED IN INTERIOR LOCATIONS SHALL BE TYPE E.M.T. WITH SET SCREW STEEL CONNECTORS AND COUPLINGS. ALL EMT SHALL BE A MINIMUM 1/2". ALL CONDUIT INSTALLED IN EXTERIOR LOCATIONS, ABOVE GRADE, SHALL BE GALVANIZED RIGID CONDUIT. ALL CONDUIT BELOW GRADE SHALL BE SCHEDULE 40 P.V,C. ALL CONDUIT SHALL BE INSTALLED CONCEALED. THE USE OF METAL CLAD CABLE (MC) SHALL BE PERMITTED ON THIS PROJECT. 5. CONTRACTOR SHALL COORDINATE THE LOCATION OF RECEPTACLES, CONTROL CIRCUITS, COMMUNICATIONS AND DATA OUTLETS, LIGHTING FIXTURES AND DEVICES WITH THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 6. DRAWINGS ARE DIAGRAMMATIC - CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS FOR ALL DIMENSIONS. 7. CONTRACTOR SHALL OBTAIN AND FURNISH ALL PERMITS REQUIRED. PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, APPLIANCES AND TOOLS TO PERFORM ALL WORK NECESSARY FOR THE COMPLETE EXECUTION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS. PROVIDE WORK NOT SPECIFICALLY SHOWN OR SPECIFIED, YET REQUIRED TO INSURE PROPER AND COMPLETE OPERATION OF ALL SYSTEMS AND TO SATISFY THE DESIGN INTENT OF THE WORK AND COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. 8. THE DRAWINGS INDICATE THE GENERAL ARRANGEMENT OF CIRCUITS, OUTLETS, LOCATIONS OF SWITCHES, PANELBOARDS, CONDUITS AND OTHER WORK. PRIOR FIELD VERIFICATION OF ALL DIMENSIONS IS REQUIRED AS PART OF THIS WORK. CONDUIT RUNS AND GROUNDING ARE SHOWN DIAGRAMMATICALLY ONLY. FIELD VERIFY THE ACTUAL ROUTING OF CONDUITS PRIOR TO BIDDING. 9. PROVIDE ALL 125VAC 20 AMP SPECIFICATION GRADE RATED WIRING DEVICES UNLESS OTHERWISE NOTED. PROVIDE MATCHING COVER PLATES, JUNCTION BOXES AND PLASTER RINGS AS REQUIRED TO FACILITATE THE INSTALLATION OF FLUSH MOUNTED WIRING DEVICES AS NOTED AND AS THE PROJECT CONDITIONS WARRANT. ■ 10. ANY PENETRATIONS MADE THROUGH A FIRE RATED ASSEMBLY SHALL BE PROPERLY SEALED TO MAINTAIN THE INTEGRITY OF THE ASSEMBLY PER U.L. AND NEPA. 11. CONTRACTOR SHALL PROVIDE STRICT COORDINATION WITH NEW EQUIPMENT AND FIELD VERIFY THE EXACT FINAL LOCATION AND EQUIPMENT POWER CHARACTERISTICS WITH THE OWNER'S AUTHORIZED REPRESENTATIVE AND OTHER TRADES PRIOR TO CONSTRUCTION. 12. EACH BIDDER SHALL INSPECT THE SITE AS REQUIRED FOR KNOWLEDGE OF EXISTING CONDITIONS PRIOR TO BIDDING AND FAILURE TO OBTAIN SUCH KNOWLEDGE SHALL NOT RELIEVE THE SUCCESSFUL BIDDER OF THE RESPONSIBILITY TO COORDINATE EXISTING CONDITIONS IN PERFORMING THE WORK UNDER THIS CONTRACT. 13. WHERE NEW WORK CANNOT BE INSTALLED WITHOUT CHANGES IN EXISTING FACILITIES OR SYSTEMS OR WHERE IT IS INDICATED ON DRAWINGS TO REWORK AN EXISTING INSTALLATION, THIS CONTRACT SHALL INCLUDE ALTERATIONS TO EXISTING WORK AS REQUIRED TO INSTALL NEW WORK. ADDITIONS TO THE CONTRACT COST WILL NOT BE ALLOWED DUE TO THE CONTRACTORS FAILURE TO INSPECT EXISTING CONDITIONS AT THE SITE OF THE WORK. 14. PROVIDE HACR RATED CIRCUIT BREAKERS FOR ALL HVAC. EQUIPMENT. 15. THE WORK SHALL INCLUDE REVISIONS, MODIFICATIONS, AND REWORK OF THE EXISTING FACILITY ELECTRICAL SYSTEMS AS REQUIRED FOR INSTALLATION OF NEW WORK, AND FOR CONNECTIONS BETWEEN EXISTING WORK AND NEW WORK WHERE REQUIRED. THE WORK SHALL ALSO INCLUDE THE COMPLETION OF ELECTRICAL POWER AND CONTROL CIRCUITS FOR DEVICES AND EQUIPMENT THAT ARE TO REMAIN IN SERVICE. IF THE CIRCUITS ARE BROKEN BY DEMOLITION WORK, OR BY THE REMOVAL OR CUTTING OF EXISTING BUILDING CONSTRUCTION, THE EXISTING CONDUIT AND WIRING SHALL BE REROUTED AND RECONNECTED WHERE NECESSARY. 16. PROVIDE PANELBOARD MATCHING CIRCUIT BREAKERS IN ORDER TO CONNECT NEW BRANCH CIRCUITS. UPDATE ALL PANELBOARD DIRECTORIES TO REFLECT THE ACTUAL CONDITIONS. ALL UPDATES SHALL BE TYPEWRITTEN. ALL NEW ELECTRICAL DEVICES MUST BE LABELED AT THE DEVICE WITH CIRCUIT AND PANELBOARD NUMBER. CUTTING AND PATCHING 1. THE RESPONSIBILITY FOR ANY CUTTING OF CONSTRUCTION WHICH IS REQUIRED FOR THE INSTALLATION OF DIVISION 16 WORK, SHALL BE BY THE CONTRACTOR. THE CONTRACTOR SHALL COORDINATE WITH ALL OTHER TRADES AND THE OWNER BEFORE ANY CUTTING AND OBTAIN APPROVAL FROM THE ARCHITECT/ENGINEER PRIOR TO ANY CUTTING. ALL PATCHING, PAINTING AND FINISH SHALL BE BY THE CONTRACTOR. POWER LIGHTING IN (SEE LIGHTING FIXTURE SCHEDULE) 20R DUPLEX RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, 2' X 4' FLUORESCENT LIGHT FIXTURE. NUMBER INDICATES OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE UNLESS OTHERWISE NOTED. WP=WEATHERPROOF. NUMBER SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER ETR INDICATES BRANCH CIRCUIT. SEE PANEL BOARD SCHEDULE. PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. ETR = EXISTING TO REMAIN. TP = TAMPER PROOF AC - UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING MILLS BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, LIGHTING FIXTURE SCHEDULE. (NL = NIGHT LIGHT). jp DUPLEX RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL 0 HEIGHT INDICATED. +44" AFF TO CENTER. BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND 2' X 4' FLUORESCENT LIGHT FIXTURE WITH 1400 LUMEN COMPLETION WORK IS FINISHED. REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL AWG - EMERGENCY BATTERY BALLAST. NUMBER INDICATES fp GFI RECEPTACLE. MOUNTED 18" AFF TO CENTERLINE MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS BRANCH CIRCUIT WHICH FIXTURE IS CONNECTED. LOWER SPECIFIED IN THESE SPECIFICATIONS. UNLESS OTHERWISE NOTED. WP DENOTES WEATHERPROOF CFL - CASE LETTER INDICATES SWITCH WHICH CONTROLS FIXTURE. 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. COVER. NO FEED THRU TYPE DEVICES TO BE USED. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING UPPER CASE LETTER INDICATES FIXTURE TYPE. SEE qp GFI RECEPTACLE MOUNTED ABOVE COUNTER HEIGHT OR 0 SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. LIGHTING FIXTURE SCHEDULE. (NL = NIGHT LIGHT). MH - HEIGHT INDICATED. NO FEED THRU DEVICES TO BE USED. REL TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, +44" AFF TO CENTER. 0 LIGHTING FIXTURE. REL=RELOCATE v, TWO DUPLEX RECEPTACLES WITH COMMON COVER MOUNTED CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS CARBON MONOXIDE PREVIOUS. 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. TO BE ®} BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL EXIT SIGN - SINGLE FACE ARROW INDICATES DIRECTION - CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL CH ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND CEILING MOUNTED WITH INTEGRAL 90 MINUTE EMERGENCY SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF BATTERY POWER SUPPLY. THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN THE 18" AFF TO CENTERLINE UNLESS OTHERWISE NOTED. ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE FIXTURE PROVIDED OWNER 1p TWO DUPLEX GFI RECEPTACLES WITH COMMON COVER MOUNTED THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, lei EXIT SIGN - DOUBLE FACE - ARROW INDICATES DIRECTION DOWNLIGHT ABOVE COUNTER OR AT HEIGHT INDICATED. +44i' AFF TO DEMO - DEMOLITION NFPA - - CEILING MOUNTED WITH INTEGRAL 90 MINUTE CUSTOM CHANDELIER CENTER. 120 EMERGENCY BATTERY POWER SUPPLY. S SINGLE POLE SWITCH - TOGGLE TYPE. SEE ELECTRICAL NTS V. SPECIFICATIONS FOR MOUNTING HEIGHTS. 4�&? EMERGENCY LIGHT WITH INTEGRAL 90 MINUTE EMERGENCY ECB - (3) 3 WAY 120 BATTERY POWER SUPPLY. - "C" INSTALLED BY ELECTRICIAN NIC - DUAL HEAD. = CEILING MOUNTED ELEC - (D) DIMMER SOS WALL MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR NL - NIGHT LIGHT EM - SWITCH LITHONIA LIRW SERIES. FIRE ALARM � CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR O.C. - * LUTRON LOS -CDT SERIES. "*" INDICATES FIXTURES IN Eh WALL MOUNTED COMBINATION AUDIBLE/VISUAL SIGNALING SENSOR'S ZONE OF CONTROL. SYSTEM UNIT- HORN/FLASHING "FIRE" LIGHT. SM 1 -POLE OR 2 -POLE 30AMP MOTOR RATED SWITCH WITH F] MANUAL PULL STATION WP=WEATHERPROOF PANELBOARD INTEGRAL OVERLOADS. EXHAUST FAN PVC - POLYVINYL CHLORIDE ETR - FAC FIRE ALARM CONTROL PANEL. UJ JUNCTION BOX EXISTING RGS - RIGID GALVANIZED STEEL FA - 142 CEILING MOUNTED SMOKE DETECTOR. ROOM MOTOR OPERATED CEILING PADDLE FAN. PROVIDE CONNECTION BOX FOR WEIGHT OF FAN PLUS ADDITIONAL 200LBS. FACP EXISTING FIRE ALARM PANEL. SPECIFICATION FBC - FLORIDA BUILDING CODE SS - SERVICE AND I TRI INION em BRANCH CIRCUIT PANELBOARD, 120/208V, SURFACE MOUNTED "y A - AS -BUILT DRAWINGS 2. CUTTING SHALL BE DONE WITH EXTREME CARE AND IN SUCH A MANNER THAT THE 1. THE CONTRACTOR SHALT_ PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD STRENGTH OF THE STRUCTURE WILL NOT BE ENDANGERED. WHEREVER POSSIBLE, SET OF CONSTRUCTION "AS-BUILTS" BLUELINE PRINTS WHICH SHALL BE OPENINGS IN CONCRETE OR MASONRY CONSTRUCTION SHALL BE BY CONCRETE CORRECTED DAILY, AND SHALL SHOW EVERY CHANGE FROM THE ORIGINAL SAW OR ROTARY CORE DRILL. OPENINGS IN ANY CONSTRUCTION SHALL BE CUT CONTRACT DRAWINGS, INCLUDING ADDENDA AND CHANGE ORDERS IN ACCORDANCE THE MINIMUM SIZE REQUIRED FOR THE INSTALLATION OF THE WORK. ADEQUATE WITH GENERAL REQUIREMENTS AND SPECIAL CONDITIONS. THIS SET OF PRINTS PROTECTION SHALL BE PROVIDED TO PREVENT DAMAGE TO ADJACENT AREAS AND SHALL BE KEPT ON THE JOB SITE, AND SHALL BE USED ONLY AS A RECORD SET, TO PREVENT DUST FROM SPREADING TO ADJACENT AREAS. THIS SHALL NOT BE CONSTRUED AS AUTHORIZATION FOR THE CONTRACTORS TO AC - MAKE CHANGES IN THE LAYOUT WITHOUT DEFINITE INSTRUCTION IN EACH CASE. 3. WHERE OPENINGS OR HOLES ARE CUT IN CONSTRUCTION AND THE CUTTING MILLS BREAKS ELECTRICAL CIRCUITRY OR CONTROL CIRCUITRY CONDUIT AND WIRING, PROTECTION THEN IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REROUTE THE KILOVOLT -AMPERES CIRCUITRY CONDUIT AND REWIRING AND TO COMPLETE THE CIRCUITRY AS REQUIRED 1. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE CLEAN OF ALL WASTE AND AS APPROVED BY THE ARCHITECT/ENGINEER. TEMPORARY COMPLETION SHALL MATERIALS AND RUBBISH CAUSED BY HIS WORK OR EMPLOYEES. UPON BE PROVIDED WHERE NECESSARY BEFORE THE PERMANENT REROUTING AND COMPLETION OF THE WORK AND AT TIMES DURING PROGRESS OF THE WORK WHEN COMPLETION WORK IS FINISHED. REQUESTED BY THE ARCHITECT/ ENGINEER, THE CONTRACTOR SHALL REMOVE ALL AWG - SURPLUS MATERIALS, RUBBISH, AND DEBRIS RESULTING FROM THE OPERATION, 4. BEFORE ANY CUTTING, PATCHING, OR FINISHING WORK IS STARTED, DUST AND AND SHALL LEAVE THE ENTIRE BUILDING AND INVOLVED PORTIONS OF THE SITE, MOISTURE PROTECTION SHALL FIRST BE INSTALLED AS REQUIRED AND AS INSOFAR AS THE WORK OF THE CONTRACT IS CONCERNED IN A NEAT CLEAN SPECIFIED IN THESE SPECIFICATIONS. AND ACCEPTABLE CONDITION AS APPROVED BY THE ARCHITECT/ENGINEER. CFL - EQUIPMENT, LIGHTING FIXTURES, MATERIALS AND ACCESSORIES SHALL BE 5. OPENINGS CUT IN FLOOR SHALL BE CUT BY CORE DRILLING WHERE POSSIBLE. THOROUGHLY CLEANED OF CEMENT, PLASTER, AND OTHER MATERIALS. AFTER WORK IS INSTALLED THROUGH ANY OPENING IN FLOOR, THE OPENING P D WORK SHALL BE PATCHED AND SEALED WATERTIGHT AND EPDXY OR AROUND THE 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION, WHEREVER WORK IS TO SILICONE BASED, NON -CRACKING ELASTOMERIC SEALANT. BE PERFORMED IN FINISHED/OCCUPIED SPACES, TO PREVENT DAMAGE TO MH - ADJACENT AREAS, EQUIPMENT, OR FURNISHINGS; TO PREVENT ACCIDENTAL INJURY PAINTING TO BUILDING OCCUPANTS AND THE PUBLIC; TO PREVENT THE SPREADING OF DUST, DIRT, DEBRIS, AND MOISTURE FROM THE AREA WHERE WORK IS BEING PERFORMED; 1. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAINTING AREAS OF CONSTRUCTION AND TO PREVENT DUST, DIRT, DEBRIS, AND MOISTURE FROM GETTING ON OR IN THAT ARE SCRATCHED, MARRED, OR DAMAGED BY THE NEW CONSTRUCTION. THE BUILDING OCCUPANTS FURNISHINGS OR EQUIPMENT. CONTRACTOR SHALL MATCH THE COLOR, TYPE AND THICKNESS OF PAINT AS CARBON MONOXIDE PREVIOUS. 3. THE CONTRACTOR SHALL REPAIR, AT NO COST TO THE OWNER, ANY DAMAGE DONE Lij BY HIMSELF OR HIS EMPLOYEES. HE SHALL ALSO BE RESPONSIBLE FOR ALL ACCEPTANCE TESTING CUTTING AND PATCHING REQUIRED TO PROPERLY INSTALL HIS WORK. THIS SHALL CONC - ALSO INCLUDE THE PATCHING OF EXISTING ROADWAYS (PAVED OR IMPROVED), 1. UPON COMPLETION OF WORK, THE ENTIRE WIRING SYSTEM SHALL BE TESTED, AND PARKING AREAS, SIDEWALKS, CURBS, GUTTERS, ETC., CUT TO INSTALL WORK SHALL BE SHOWN TO BE IN PROPER WORKING CONDITION IN ACCORDANCE WITH PROVIDED BY THE CONTRACTOR. PATCH WORK SHALL COMPLY WITH THE INTENT OF SPECIFICATIONS AND DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF SECTIONS OF THESE SPECIFICATIONS AND SHALL MATCH THE EXISTING THE CONTRACTOR TO HAVE ALL SYSTEMS READY FOR OPERATION AND TO HAVE AN THE FINISHES. ELECTRICIAN AVAILABLE TO OPERATE SAME IN ACCORDANCE WITH AND UNDER THE FIXTURE PROVIDED OWNER SUPERVISION OF THE INSPECTION REPRESENTATIVE OF THE ARCHITECT/ENGINEER. 1 0O THE CONTRACTOR SHALL BE AVAILABLE TO ASSIST IN REMOVAL OF PANEL FRONTS, NATIONAL ELECTRICAL ETC., TO PERMIT INSPECTION AS REQUIRED. COPPER A - AMPERES KAIC - [THOUSAND). AMPERE 120 AS APPROVED BY OWNER I TERRUPTINNG CAPACITY A/C - AIR CONDITIONING _ v) y* w 4-J uj FIXTURE PROVIDED OWNER KCMIL - THOUSANDS OF CIRCULAR AC - ALTERNATING CURRENT rummumm MILLS AFF - ABOVE FINISHED FLOOR KVA - KILOVOLT -AMPERES AFG - ABOVE FINISHED GRADE KW - KILOWATT AHU - AIR HANDLING UNIT LED - LIGHT EMITTING DIODE AWG - AMERICAN WIRE GAUGE LTG - LIGHTING C - CONDUIT MCP - MOTOR CIRCUIT PROTECTION CFL - COMPACT FLUORESCENT MCU - MASTER CONTROL UNIT COPYING, OR USE OF THIS DOCUMENT P THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND EMERGI-LITE MH - METAL HALIDE CH - COUNTER HEIGHT ELXN400G-2LED SIGN WITH INTEGRAL 90 MINUTE LEDD N - NEUTRAL CM - CARBON MONOXIDE EMERGENCY BATTERY PACK 0 Lij NA - NOT APPLICABLE CONC - CONCRETE 120 AS APPROVED BY OWNER EL-2LEDW NEC - NATIONAL ELECTRICAL CODE COND - CONDUIT F FIXTURE PROVIDED OWNER DIMMABLE SURFACE MOUNTED 1 0O NEMA - NATIONAL ELECTRICAL CU - COPPER DOWNLIGHT MANUFACTURERS ASSOCIATION DEMO - DEMOLITION NFPA - NATIONAL FIRE PROTECTION CUSTOM CHANDELIER 150W LED 120 ASSOCIATION DISC - DISCONNECT NTS V. NF - NON-FUSED ECB - ENCLOSED CIRCUIT BREAKER 120 AS APPROVED BY OWNER INSTALLED BY ELECTRICIAN NIC - NOT IN CONTRACT ELEC - ELECTRICAL NL - NIGHT LIGHT EM - EMERGENCY O.C. - ON CENTER EMS ENERGY MANAGEMENT - SYSTEM P - POLE EMT - ELECTRICAL METALLIC TUBING PNL - PANELBOARD EF - EXHAUST FAN PVC - POLYVINYL CHLORIDE ETR - EXISTING TO REMAIN REL - RELOCATE EX - EXISTING RGS - RIGID GALVANIZED STEEL FA - FIRE ALARM RM - ROOM FACP - FIRE ALARM CONTROL PANEL SPEC - SPECIFICATION FBC - FLORIDA BUILDING CODE SS - STAINLESS STEEL GFI - GROUND FAULT INTERRUPTER TP - TAMPER PROOF GND - GROUND TVSS - TRANSIENT VOLTAGE SURGE SUPPRESSION GRC - GALVANIZED RIGID CONDUIT TYP _ TYPICAL HVAC -AIR TNTINTING AND CODICONDITIONING UON - UNLESS OTHERWISE NOTED IWH INSTANTANEOUS WATER V - VOLTS - HEATER W - WIRE H.I.D. - HIGH INTENSITY DISCHARGE WP _ WEATHERPROOF I.G. - ISOLATED GROUND J - JUNCTION TYPE Ski MOM i"MEM MANUFACTURER & CATALOG NO. DESCRIPTION VOLTAGE DROP THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C406.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANELS (2%) AND DOWNSTREAM BRANCH CIRCUITS (3%). GENERAL NOTE: THESE ELECTRICAL DESIGN HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2011 NATIONAL ELECTRICAL CODE. LAMPS VOLTS OR APPROVED EQUALS BY AFIXTURE PROVIDED OWNER 1' x 4' DIMMABLE SURFACE MOUNTED 50W LED 120 AS APPROVED BY OWNER INSTALLED BY ELECTRICIAN FIXTURE _ v) y* w 4-J uj FIXTURE PROVIDED OWNER WALL WASH TRACK LIGHTING LFD 120 AS APPROVED BY OWNER rummumm INSTALLED BY ELECTRICIAN tJ g O o0 0 ll LL co Lo 0 ¢ FIXTURE PROVIDED OWNER EDISON PENDANT 1 0O LED 120 AS APPROVED BY OWNER INSTALLED BY ELECTRICIAN D FIXTURE PROVIDED OWNER EDISON PENDANT 100W LED 120 AS APPROVED BY OWNER COPYRIGHT OF INTELLECTUAL PROPERTY, INSTALLED BY ELECTRICIAN COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND EMERGI-LITE COMBINATION LED EMERGENCY LIGHT/ EXIT 3.6W 120 AS APPROVED BY OWNER ELXN400G-2LED SIGN WITH INTEGRAL 90 MINUTE LEDD oC�1 EMERGENCY BATTERY PACK 0 Lij EM EMERGI-LITE: LED EMERGENCY LIGHT WITH INTEGRAL 2W 120 AS APPROVED BY OWNER EL-2LEDW 90 MINUTE EMERGENCY BATTERY PACK LED a� e F FIXTURE PROVIDED OWNER DIMMABLE SURFACE MOUNTED 1 0O 120 AS APPROVED BY OWNER PROJECT NO: 16-2235 INSTALLED BY ELECTRICIAN DOWNLIGHT LED 2 3 G FIXTURE PROVIDED OWNER CUSTOM CHANDELIER 150W LED 120 AS APPROVED BY OWNER ELECTRICAL INSTALLED BY ELECTRICIAN NTS V. H FIXTURE PROVIDED OWNER DIMMABLE SURFACE MOUNTED DOWNLIGHT 25W LED 120 AS APPROVED BY OWNER INSTALLED BY ELECTRICIAN LIGHTING FIXTURES SCHEDULE NOTES1 1. PROVIDE ALL DEVICES, MOUNTING EQUIPMENT, CHAIN, STRAIN RELIEFS, CLIPS, ESCUTCHEONS, PLATES AND STRUCTURAL SUPPORTS FOR THE INSTALLATION AND CONNECTION OF ALL LIGHTING FIXTURES. 2. 2'X4' RECESSED LIGHTING FIXTURES SHALL BE SUPPORTED BY TWO 12 -GAUGE WIRES FROM PERMANENT STRUCTURE. ALL RECESSED DOWNLIGHTS SHALL BE SUPPORTED BY ONE 12 -GAUGE WIRE CONNECTED TO STRUCTURE. 3. ALL LAMPING COLOR TEMPERATURE SHALL BE 3500K FOR ALL LIGHTING FIXTURES. 4. ALL COMPACT FLUORESCENT LIGHTING FIXTURES SHALL UTILIZE ELECTRONIC BALLASTS. 5. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT FINAL LOCATION OF LIGHTING FIXTURES. 6. COORDINATE THE ACTUAL TYPE OF CEILING FOR EACH FIXTURE WITH ARCHITECTURAL REFLECTED CEILING PLANS AND PROVIDE FIXTURE TRIM AS REQUIRED. DOTE: PROVIDE ALL REQUIRED MOUNTING HARDWARE AND WIRING TO CONNECT LIGHTING FIXTURES AT 10LLOW CORE SLAB LOCATIONS INCLUDING BOXES, HANGER BARS, STRUCTURAL APPROVED ASTENER'S AND UL APPROVED CONNECTORS. CA# 26308 117094.00 4798 NEW BROAD STREET - SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 40/ 398.6003 (F) 'Prco:iireEry encgS."'wkws, 9 rlclineers,Aulogmi . QD T 0 o r, f _ v) y* w 4-J uj _m C) 0 o In rummumm O tJ g O o0 0 ll LL co Lo 0 ¢ Y` o N t 11 .11•C' _ I THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. \\\\�Illitli/�� \ �� No, - 301 ,o STA P 5/��AI��\ oC�1 LL! 0 Lij ILL Z w Q- cr 0 r- LL w U) Li N a� e z U .a 4 SHEET INFORMATION DAA: 0612612017 DRAWN BY: DRN PROJECT NO: 16-2235 REVIEWED BY: JOH ® Plan Revisions Date: 2 3 4 5 6 7 8 Sheet Name ELECTRICAL LEGEND, NTS V. i I 0 I I I I .A I I R # [4, A. THE CONTRACTOR SHALL VISIT AND CAREFULLY EXAMINE THOSE PORTIONS OF THE BUILDING AND SITE AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSAL SO AS TO BECOME FAMILIAR WITH EXISTING WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE. THAT SUCH EXAMINATION HAS BEEN MADE AND LATER CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE BY DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN EQUIPMENT ROUTING AS DETERMINED DURING CONSTRUCTION AND AS DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT SUCH DEVIATIONS SHALL BE CONSIDERED AS PART OF THIS CONTRACT. IT IS ALSO UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS TO FIELD VERIFY DIMENSIONS OF ALL EXISTING CONDITIONS, PRIOR TO BID AND INCLUDE ANY DEVIATIONS IN THE CONTRACT. B. ALL DEVICES AND EQUIPMENT NOT SHOWN AND IN AREAS OUTSIDE OF REMODELING SHALL REMAIN ACTIVE UNLESS OTHERWISE NOTED. INSTALL AS REQUIRED TO MAINTAIN CONTINUITY TO EXISTING DEVICES AND EQUIPMENT THAT ARE TO REMAIN. C. ALL EQUIPMENT AND MATERIAL REMOVED SHALL BE LEGALLY DISPOSED OF BY THE CONTRACTOR. D. ALL ELECTRICAL DEVICES THAT ARE REMOVED SHALL BE REMOVED, AND CEILING OR WALL SHALL BE PATCHED TO MATCH EXISTING OR NEW FINISH. ALL PATCHES OR CEILING PLATES SHALL BE PATCHED OR PAINTED AS DIRECTED BY ARCHITECTURAL DRAWINGS. E. ALL EXISTING ELECTRICAL EQUIPMENT IS NOT SHOWN. IT IS THE CONTRACTORS RESPONSIBILITY TO BECOME FAMILIA WITH ALL EXISTING CONDITIONS PRIOR TO BID AND INCLUDE THE REMOVAL OF ALL EQUIPMENT. CONDUIT, WIRE, ETC. THAT IS NOT BEING REUSED BACK TO ITS SOURCE. F. ALL CONCRETE, DRYWALL OR CONCRETE WALL PATCHING, CEILING REPAIR, AND OTHER GENERAL WORK REQUIRED FOR INSTALLING THE ELECTRICAL SYSTEMS AND TO REPAIR TO "LIKE NEW CONDITION" TO BE PROVIDED AND INSTALLED BY THE CONTRACTOR. G. PROVIDE AND INSTALL ANY ADDITIONAL HANGERS/SUPPORTS REQUIRED TO ACCOMMODATE ANY EQUIPMENT RELOCATION. H. COORDINATE ALL CEILING MOUNTED DEVICES WITH ARCHITECTURAL REFLECTED CEILING AND WORK OF ALL OTHER TRADES. I. FOR NEW ELECTRICAL DEVICES WITHIN EXISTING WALL PARTITIONS, CONTRACTOR SHALL BE PERMITTED TO USE METAL CLAD CABLE IF APPROVED BY AUTHORITY HAVING JURISDICTION. PROVIDE SUBMITTAL PRIOR TO ROUGH—IN. J. ITEMS NOTED AS EXISTING TO BE REMOVED SHALL BE REMOVED COMPLETE, INCLUDING BUT NOT LIMITED TO ALL HANGERS, SUPPORTS, CONDUITS, BOXES, FITTINGS AND WIRING. REMOVAL SHALL INCLUDE CONDUIT AND WIRE BACK TO BRANCH PANEL. NOTE - IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR 70 PERFORM CIRCUIT TRACING FOR ALL BRANCH CIRCUITS CURRENTLY IN THE SCOPE OF WORK AND TO DOCUMENT ALL AVAILABLE BRANCH CIRCUITS PRIOR TO CONSTRUCTION. ELECTRICAL DEMOLITION PLAN_ i 1/4'1 = 11-0" 10 REMOVE ALL EXISTING POWER RECEPTACLES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA, BACK TO CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW POWER SCOPE OF WORK. REFER 'TO E-2.1 FOR EXACT NEW POWER REQUIREMENTS. OZ REMOVE ALL DATA/COMMUNICATION AND LOW VOLTAGE DEVICES AND ASSOCIATED WIRING, BOXES AND CONDUIT, IN THIS AREA ONLY, BACK TO POINT OF ORIGIN, UNLESS NOTED OTHERWISE. REMOVE ALL EXISTING 120V LIGHTING FIXTURES AND ALL ASSOCIATED WIRING BACK TO CEILING MOUNTED JUNCTION BOXES. UTILIZE EXISTING 120V 20A BRANCH CIRCUITS FOR NEW LIGHTING SCOPE OF WORK, REFER TO ARCHITECT INTERIOR FINISH SCHEDULE FOR EXACT LIGHTING FIXTURE PLACEMENTS, CONTROLS AND SCOPE OF WORK. ® HVAC UNITS AND EXHAUST FAN AND ASSOCIATED FIRE ALARM DEVICES FOR HVAC UNITS ARE TO BE EXISTING AND SHALL REMAIN CONNECTED FOR RE—USE. O5 UNLESS OTHERWISE NOTED TRACE EXISTING CIRCUITRY AND RE—USE AS MUCH AS POSSIBLE. CONTRACTOR SHALL CONFIRM O OPERATION OF EXISTING DEVICES. 6 ITEMS NOTED TO BE THE ETR SHALL BE EXISTING TO REMAIN. RECIPIENT AS INDICATED ON DRAWING E2.1. FIRE ALARM DEVICE SHALL BE RECONNECTED AND RETESTED IN 1, �. i THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT Al THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. a z a n SHEET INFORMATION DATE: 0612612017 DRAM BY. ORN PROJECT NO, 16-2235 REVIEWED BY: XH wl Plan Revisions Date: Sheet .., iT,=R mwTLCTE-D fes.. - TON M340 8EFIE8 OR EQUAL, 336 SWIVEL BA8E—\ END FRONT '•44/3 80 CABLE — (30 FEET LONW '.; W P11713 -17- P1 176-19 117B-17P117B-19 2 r. EXISTING L SERVICE ENTRANCE 1 O 2 I P117B-23� 5 X. PANEL HWRP-1 "P117A"i _ _ r IP117B-13 N.EW,,PANEL COa "P1 11713" -� 1 E _Q, mM, 1 GLYCOL ETR FLY 12 I, P1 I (91C _ 0 EM 2 -POLE TIMECLOCK INTERMATIC OR EQUAL TYP. BRANCH CIRCUIT NUMBER P1 17A-1 P1 17A-3 PI 17A-5 PI 17A-6 LIGHTING CONTACTOR SHALL BE INSTALLED AND PROGRAMMED IN COMPLIANCE WITH 2014 FBC SPARE SPARE ENERGY CONSERVATION SECTION .� C405.2.1.2. AUTOMATIC LIGHTING H I CONTROL SHALL BE CAPABLE 120V 20AMP W.P. OVERRIDE OF OVERRIDING ANY TIME OF P117A-34 TOGGLE SWITCH LOCATED T T DAY SCHEDULED SHUT OFF ADJACENT TO PANEL "PI 17A" CONTROL FOR NO MORE THAN IN LOCKABLE ENCLOSURE. TWO HOURS. N P1176-15 15 A 5 /ETR �17 EM C& C@5 5 LIGHTING CONTACTOR LC -1 20AMP 6 POLE NEMA 1 ELECTRICALLY HELD. —Y J MOUNT ADJACENT TO TO INTERIOR LIGHTING FIXTURES PANEL "PI 17A" INTERIOR LIGHTING CONTROL DIAGRAM 1L -l't NTS 5 �15�- 17 -, �.. 17 � 7Al7-7�I"U B. ,.44 .0B. �.U 8... t.t._B 17 G j. .427' °FTR C®5 C@6 Cad C(i)6 I .,. .1 5 ;mll ,, iUS,, 01 x C 35 1 � ... ,d Fry F D O1 Sp ( 23 ` PROJECTOR'S �� ,,. uu...M P117B 3 5 c ) d d d c 1 ,_ 0 O 2800 3000 OWP I 5�` 6 6 6� .. `. ERR 3 P1,176-1 .. D.. w w .°.., ...... 19 pwP . _. . EF M 5 6 5 WPO �17'11 B E P117B-11 P1 17B-7.9 l>, ELECTRICAL PLAN 1/4" = 1 I-011 GLYCO L110 ' 16,18,20 12 N25 t C d 51 C d _ �6 - V V 23 `44�r ``4Q'' � ��i 6.. GENERALNOTES 1. ALL BRANCH CIRCUITS SHALL BE CONNECTED TO PANEL "P117A" UNLESS OTHERWISE NOTED. 2. ALL LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130. 3. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF ANY SWITCHING ARRANGEMENTS OR CONTROLLED BY A LISTED UL924 CONTROLLER PER N.E.C. 4. THIS PROJECT IS IN COMPLIANCE WITH 2014 FBC-ENERGY CONSERVATION C405.7.3 AND NEC 210.19 WITH REGARDS TO VOLTAGE DROP FOR BOTH DISTRIBUTION PANELS (2%) AND DOWNSTREAM BRANCH CIRCUITS (3%). 5. REFER TO ARCHITECTURAL LIGHTING PLANS FOR ANY AND ALL LIGHTING FIXTURE MOUNTING DIMENSIONS. 6. SEAL ALL FIRE WALLS, ROOF, AND FLOOR PENETRATIONS WITH UL LISTED FIRE SEALANT. R E F E R E N"(; E N`0 T E!, 13" �1 PROVIDE 20A CORD REEL ASSEMBLY. COORDINATE WITH OWNER FOR EXACT LOCATION. REFER TO DETAIL ON THIS SHEET FOR ADDITIONAL INFORMATION. PROVIDE STRUCTURAL SUPPORT TO SUPPORT WEIGHT OF CORD REEL PLUS 200% ADDITIONAL. ® CONNECT EXHAUST FAN EF -1 TO LIGHTING BRANCH CIRCUIT. PROVIDE (1) 120V 20A BRANCH CIRCUIT IN JUNCTION BOX AND (1) 208V 20A BRANCH CIRCUIT AND W.P. DISCONNECT SWITCH IN CEILING FOR COOLER EVAPORATOR COIL. PROVIDE SEAL IFF AS REQUIRED. ® PROVIDE 120V 20A BRANCH CIRCUIT AND JUNCTION BOX IN CEILING FOR COOLER DOOR HEATER AND LIGHTING. PROVIDE CONDUIT SEAL -OFF FITTINGS FOR TEMPERATURE DIFFERENTIAL PER NEC. VERIFY THE EXACT LOCATION OF DISCONNECT SWITCHING PRIOR TO ROUGH -IN. O IN ACCORDANCE WITH NEC 427.22, PROVIDE GROUND FAULT PROTECTION OF EQUIPMENT TO COOLER ELECTRICAL DEVICES DUE TO FLAT SURFACES OUTSIDE OF THE COOLER GENERATING HEAT AND TRANSFERRING THE HEAT. © PROVIDE RACEWAY SEALING WHERE CONDUIT PASES FROM WARM TO COLD LOCATION. LOCATE FITTINGS AT SUITABLE LOCATIONS AND FILL WITH A UL LISTED SEALING COMPOUND. O7 PROVIDE USB COMBINATION RECEPTACLE. ® TELEPHONE TERMINAL BOARD PROVIDE 4'X8', 3/4" PLYWOOD WITH FIRE RATED PAINT. ® RECEPTACLE IS TO BE HALF CONTROLLED AND TIED INTO OCCUPANCY SENSOR WHICH CONTROLS THE SPACE. RECEPTACLES TO P&S RF RECEPTACLES AND SIGNAL PACK OR SIMILAR. 1p LC -1 MOUNTED ADJACENT PANEL P1178 yrru ...ev,g.m (D •xa�YIL':! �' Lle1 to « vLLL CIO 'u Lu o o0 0 mr win LLI c co V) � aFh B #a ij . w 0 LL C0 o y C'. (n O U)¢o N (If I1•(• t P � �d _ jj Yiy 1111 �;y I THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. C a 73015 '• S T �r '� 4q 0 R I D_ ':. N��1. G !!1! 11 uj I 0 cy) Lu a- Lj... z w '--' 0 C�9 LL LmLmj u a 'L IL SHEET INFORMATION DATE: 06/2612017 DRAWN BY: DRN PROJECT NO: 16-2235 REVIEWED BY: JOH Plan Revisions Date: .I 2 3 4 5 6 7 8 Sheet Name ELECTRICAL PLAN E2. 1 _.... _L..11. JI 1. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. THIS SET OF PLANS IS DESIGNED TO BE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 2014 EDITION WITH SUPPLEMENTS. 2. ALL DRAINAGE PIPING OVER 2" IN DIAMETER SHALT_ HAVE A 1/8" PER FOOT SLOPE AND ALL DRAINAGE PIPING 2" OR LESS IN DIAMETER SHALL HAVE A 1/4" PER FOOT SLOPE UNLESS OTHERWISE NOTED. 3. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. M =- PLUMBING SPECIFICATIONS PART 1 GENERAL PART 2 PRODUCTS 1.1 SECTION INCLUDES 2.1 PIPE HANGERS AND SUPPORTS A. GENERAL PROVISIONS SPECIFICALLY APPLICABLE TO DIVISION 15 SECTIONS, A. MANUFACTURERS: ��- IN ADDITION TO DIVISION 1 - GENERAL REQUIREMENTS. C CAPPED LINE G GAS - - -G - - - 1. B -LINE 1.2 SCOPE SANITARY SEWER (ABOVE GRADE) - -SAN- - SANITARY SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) 2. OTHER ACCEPTABLE MANUFACTURERS OFFERING EQUIVALENT A. THE WORK SHALL INCLUDE THE PROVISIONS OF SYSTEMS, SECONDARY STORM SEWER (ABOVE GRADE) PRODUCTS. DOMESTIC COLD WATER EQUIPMENT AND MATERIALS SPECIFIED IN THIS DIVISION AND AS DOMESTIC HOT WATER HWR- DOMESTIC HOT WATER RETURN CALLED FOR ON THE DRAWINGS. WORK SHALL ALSO INCLUDE FILTERED WATER A) MICHIGAN HANGER. CONDENSATE DRAIN (ABOVE GRADE) SUPERVISION, OPERATION, METHODS AND LABOR FOR THE CONDENSATE DRAIN (BELOW GRADE) ---------- VENT FABRICATION, START-UP AND TESTS FOR A COMPLETE OPERATIONAL POINT OF CONNECTION NEW B) PHD. TO EXISTING PLUMBING INSTALLATION. POINT OF REMOVAL FOR DEMOLITION HB Z- HOSE BIBB FD 8 2.2 HOT WATER PIPING INSULATION B. DRAWINGS FOR THE WORK ARE DIAGRAMMATIC IN NATURE AND ARE FLOOR CLEANOUT --rA CLEANOUT INTENDED TO CONVEY THE SCOPE OF THE INSTALLATION AND TO INDICATE A. MANUFACTURERS: HORIZONTAL CLEANOUT THE GENERAL ARRANGEMENT AND LOCATIONS OF THE WORK. BECAUSE OF SHOCK ABSORBER NOT TO SCALE PSI THE SCALE OF THE DRAWINGS, CERTAIN BASIC ITEMS SUCH AS PIPE PVC 1. OWENS-CORNING R FITTINGS, ACCESS PANELS, AND SLEEVES MAY NOT BE SHOWN. THIS REQ'D REQUIRED RM CONTRACTOR SHALL BE RESPONSIBLE FOR SELECTING THE EQUIPMENT TO SAN 2. JOHNS -MANVILLE SPEC FIT THE SPACE PROVIDED. THE LOCATION AND SIZES FOR PIPE FITTINGS, TEMP TEMPERATURE TYP SLEEVES, INSERTS, FIRE AND/OR SMOKE DAMPERS, AND OTHER BASIC V 3. KNAUF VTR ITEMS REQUIRED BY CODE AND OTHER SECTIONS SHALL BE COORDINATED W/ WITH WCO AND INCLUDED FOR THE PROPER INSTALLATION OF THE WORK. B. ASTM C547, RIGID MOLDED NON-COMBUSTIBLE FIBERGLASS INSULATION. 'K' VALUE .024 ® 75 DEGREES F. C. EQUIPMENT SPECIFICATIONS MAY NOT DEAL INDIVIDUALLY WITH MINUTE ITEMS REQUIRED SUCH AS COMPONENTS, PARTS, CONTROLS AND DEVICES C. VAPOR BARRIER JACKET, KRAFT PAPER WITH GLASS FIBER YARN AND WHICH MAY BE REQUIRED TO PRODUCE THE EQUIPMENT PERFORMANCE BONDED TO ALUMINUM FILM. CLOSURE SYSTEM SHALL BE UL 181. SPECIFIED OR AS REQUIRED TO MEET THE EQUIPMENT WARRANTIES. WHERE SUCH ITEMS ARE REQUIRED, THEY SHALL BE INCLUDED BY THE INSTALLER D. INSULATION THICKNESS 1-1/2" OF THE EQUIPMENT, WHETHER OR NOT SPECIFICALLY INDICATED IN THE CONTRACT DOCUMENTS WITH NO ADDITIONAL COST INCURRED. 2.3 SANITARY SEWER, ABOVE AND BELOW GRADE: D. WHERE NOTED ON THE DRAWINGS OR INDICATED IN OTHER SECTIONS OF A. CAST IRON: CISPI 301, SERVICE WEIGHT, NO HUB. THE SPECIFICATION, THE CONTRACTOR FOR "THIS DIVISION SHALL INSTALL PLUMBING EQUIPMENT FURNISHED BY OTHERS, AND SHALL MAKE ALL 1. FITTINGS: CISPI 301 CAST IRON DWV. FINAL CONNECTIONS. CONTRACTOR SHALL INSTALL EQUIPMENT AND SYSTEMS IN STRICT ACCORDANCE WITH MANUFACTURERS 2. JOINTS: CISPI 301 STAINLESS STEEL CLAMPS, MINIMUM 24 GA. WITH RECOMMENDATIONS. NEOPRENE GASKET, HUSKEY SERIES 4000 OR CLAMP -ALL ONLY. E. COORDINATE WITH ALL TRADES IN SUBMITTAL OF SHOP DRAWINGS. TIGHT 2.3 VENT PIPING, ABOVE GRADE: SPACE CONDITIONS SHALL BE DETAILED TO THE SATISFACTION OF ALL TRADES, SUBJECT TO THE REVIEW AND FINAL ACCEPTANCE OF THE A. PVC: ASTM D2665 SCHEDULE 40 PVC PIPING. ARCHITECT/ENGINEER. IN THE EVENT THAT THE CONTRACTOR INSTALLS HIS WORK BEFORE COORDINATING WITH OTHER TRADES OR SO AS TO CAUSE 1. FITTINGS: ASTM D2665 SCHEDULE 40 PVC DWV FITTINGS. ANY INTERFERENCE WITH THE WORK OF THE OTHER TRADES THIS CONTRACTOR SHALL MAKE ALL REQUIRED CHANGES TO CORRECT THE 2. JOINTS: ASTM D2564 SOLVENT CEMENT. JOINTS SHALL BE CONDITION AT NO ADDITIONAL COST TO THE PROJECT. INSTALLED IN ACCORDANCE WITH ASTM D2855. F. CONTRACTOR SHALL VERIFY ALL EQUIPMENT CONNECTION SIZES PRIOR TO 2.4 WATER PIPING, ABOVE GRADE: INSTALLATION OF ANY SYSTEMS. THIS CONTRACTOR SHALL ADJUST PIPING SYSTEM SIZES AS REQUIRED TO MATCH EQUIPMENT CONNECTIONS. UTILIZE A. COPPER PIPING: ASTM B88 TYPE 'L' HARD DRAWN. REDUCERS WHERE EQUIPMENT CONNECTIONS ARE SMALLER THAN PIPE SIZES INDICATED ON PLANS, NO PIPING SHALL BE DECREASED IN SIZE (IN 1. FITTINGS: ASME 16.18 CAST BRONZE OR ASME B16.22 WROUGHT THE DIRECTION OF FLOW). COPPER OR BRONZE. 2 G. EXAMINATION OF BIDDING DOCUMENTS: JOINTS: ASTM B32 SOLDER, ASTM 95-5 TA MINIMUM, FLUX ASTM B813. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY 6828• AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE DATE FOR RECEIPT OF BIDS, SHALL MAKE WRITTEN REQUEST TO THE ENGINEER 2.5 WATER PIPING, BELOW GRADE & OUTSIDE BUILDING: FOR INTERPRETATION OR CORRECTION OF ANY AMBIGUITY, INCONSISTENCY OR ERROR THEREIN. ANY INTERPRETATION OR A. CPVP, PIPING &FITTINGS: ASTM D1784 PIPE COMPOUND CELL CLASS CORRECTION WILL BE ISSUED AS AN ADDENDUM BY THE ENGINEER. 24418. ONLY A WRITTEN INTERPRETATION OR CORRECTION TO BID DOCUMENTS BY ADDENDUM SHALL BE BINDING. NO BIDDER SHALL 1. JOINTS: ASTM F493 SOCKET TYPE WITH SOLVENT CEMENT ASTM F402 N. RELY UPON ANY INTERPRETATION OR CORRECTION GIVEN BY ANY INTERNATIONAL APPROVED MFG. COMPATIBLE. OTHER METHOD. 2. FLOWGUARD GOLD CPVC PIPE AS MFG. BY NOVEON INC. H. SUBSTITUTIONS: 1. EXCEPT AS PROVIDED BELOW, EACH BIDDER REPRESENTS THAT HIS 2.6 GAS PIPING, ABOVE GRADE: BID IS BASED UPON THE MATERIALS AND EQUIPMENT DESCRIBED IN THE BIDDING DOCUMENTS. A. SCHEDULE 40 BLACK STEEL. 2, NO SUBSTITUTIONS FOR OTHER MATERIALS AND EQUIPMENT WILL BE 1, ASME STEEL FITTINGS. CONSIDERED UNLESS WRITTEN REQUEST HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL AT LEAST TEN (10) DAYS PRIOR TO B. COPPER PIPING: ASTM B88 TYPE 'L' HARD DRAWN. THE DATE FOR RECEIPT OF BIDS. EACH SUCH REQUEST SHALL INCLUDE A COMPLETE DESCRIPTION OF THE PROPOSED SUBSTITUTE, 1. FITTINGS: ASME 16.18 CAST BRONZE OR ASME B16.22 WROUGHT THE NAME OF THE MATERIAL OR EQUIPMENT FOR WHICH IT IS TO COPPER OR BRONZE. BE SUBSTITUTED, DRAWINGS, CUTS, PERFORMANCE AND TEST DATA OR INFORMATION NECESSARY FOR A COMPLETE EVALUATION. 2, JOINTS: ASTM B32 SOLDER, ASTM 95-5 TA MINIMUM, FLUX ASTM B813. JOINTS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM 3. IF THE ENGINEER APPROVES ANY PROPOSED SUBSTITUTION, SUCH B828. APPROVAL WILL BE ISSUED AS AN ADDENDUM FORWARDED TO ALL PARTICIPATING BIDDERS. PART 3 INSTALLATION 4. IF ANY BIDDER IS UNABLE TO PROCURE WRITTEN APPROVAL OF ANY A. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURER'S SUBSTITUTION FROM THE ENGINEER PRIOR TO THE OPENING OF BIDS, THEN HE SHALL BASE HIS BID ON ITEMS AND SYSTEMS AS INSTRUCTIONS. SPECIFIED IN BID DOCUMENTS. B. PROVIDE NON -CONDUCTING DIELCTRIC CONNECTIONS WHEREVER 5. SUBSTITUTIONS REQUESTED ON THE BID PROPOSAL FORM WHICH JOINTING DISSIMILAR METALS. ARE PRIOR APPROVED BY THE ENGINEER WILL BE INCORPORATED C. ROUTE PIPING IN ORDERLY MANNER AND MAINTAIN GRADIENT. INTO THE CONTRACT WITH THE SUCCESSFUL BIDDER. 6. REQUESTS FOR ANY SUBSTITUTIONS NOT SUBMITTED AND APPROVED D. INSTALL PIPING "TO CONSERVE BUILDING SPACE AND NOT IN ACCORDANCE WITH THE ABOVE INSTRUCTIONS WILL BE DENIED BY INTERFERE WITH USE OF SPACE. THE ENGINEER. E. GROUP PIPING WHENEVER PRACTICAL AT COMMON ELEVATIONS. 1.3 REGULATORY REQUIREMENTS F. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION A. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITHOUT STRESSING PIPE, JOINTS, OR CONNECTED EQUIPMENT. WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE G. PROVIDE CLEARANCE FOR INSTALLATION OF INSULATION AND ACCESS TO GOVERNMENTAL BODIES HAVING JURISDICTION. VALVES AND FITTINGS. 1.4 CUTTING AND PATCHING H. PROVIDE ACCESS WHERE VALVES AND FITTINGS ARE NOT EXPOSED. COORDINATE SIZE AND LOCATION OF ACCESS DOORS WITH APPROPRIATE A. SUBMIT WRITTEN REQUEST IN ADVANCE OF CUTTING OR ALTERING ARCHITECTURAL SECTION. ELEMENTS. I. ESTABLISH ELEVATIONS OF BURIED PIPING OUTSIDE THE BUILDING TO B. EMPLOY SKILLED AND EXPERIENCED INSTALLER TO PERFORM CUTTING ENSURE PROPER SLOPE AND COVER. AND PATCHING WHICH EFFECT: J. ESTABLISH ELEVATIONS OF EXISTING BURIED PIPING FOR CONNECTION TO 1. INTEGRITY OF WEATHER PROOFING MATERIALS. NEW WORK TO ENSURE PROPER SLOPE AND COVER. . 2. EFFICIENCY, MAINTENANCE, OR SAFETY OF ELEMENT. K. WHERE PIPE SUPPORT MEMBERS ARE WELDED TO STRUCTURAL BUILDING FRAMING, SCRAPE, BRUSH CLEAN, AND APPLY ONE COAT OF ZINC RICH 3. VISUAL QUALITIES OF SIGHT. PRIMER TO WELDING. 4. WORK OF OWNER OR SEPARATE CONTRACTOR. L. EXTEND CLEANOUTS TO FINISHED FLOOR OR WALL SURFACE. LUBRICATE THREADED CLEANOUT PLUGS WITH MIXTURE OF GRAPHITE AND LINSEED C. NO STRUCTURAL ELEMENTS TO BE CUT WITHOUT PRIOR APPROVAL OF THE OIL. ENSURE CLEARANCE AT CLEANOUT FOR RODDING OF DRAINAGE ARCHITECT. SYSTEM. M. INSTALL WATER HAMMER SHOCK ARRESTORS AT EACH FIXTURE OR BATTERY OF FIXTURES WHERE REQUIRED. -ARRESTORS SHALL BE FACTORY FABRICATED. INSTALL ARRESTORS AND SIZE PER PLUMBING AND DRAINAGE INSTITUTE STANDARD P.D.I. WH -201. ACCEPTABLE MANUFACTURERS ZURN, JOSAM, SIOUX CHIEF. PPP INC. FOR 1-11 FU'S PROVIDE PDI -A, FOR 12-32 FU'S PDI -B, 33-60 FU'S PDI -C, 61-113 FU'S PDI -D. 1. ALL INSTALLATIONS AND EQUIPMENT SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE STATUTES, CODES AND REGULATIONS OF THE GOVERNMENTAL BODIES HAVING JURISDICTION. THIS SET OF PLANS IS DESIGNED TO BE IN ACCORDANCE WITH FLORIDA PLUMBING CODE 2014 EDITION WITH SUPPLEMENTS. 2. ALL DRAINAGE PIPING OVER 2" IN DIAMETER SHALT_ HAVE A 1/8" PER FOOT SLOPE AND ALL DRAINAGE PIPING 2" OR LESS IN DIAMETER SHALL HAVE A 1/4" PER FOOT SLOPE UNLESS OTHERWISE NOTED. 3. ALL DRAINAGE PIPING SHALL BE MARKED WITH THE SEAL OF APPROVAL OF THE NATIONAL SANITATION FOUNDATION. 4. CONTRACTOR SHALL VERIFY INVERT ELEVATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION OF NEW SEWER LINE. M =- DIRECTION OF FLOW IN PIPE -�" PITCH PIPE DOWN IN DIRECTION OF ARROW APPROX U -O PIPE UP ^, O PIPE DOWN --I�I-- BALL VALVE BUILDING CHECK VALVE, HORIZONTAL SWING ��- GATE VALVE C CAPPED LINE G GAS - - -G - - - GAS UNDERGROUND SAN SANITARY SEWER (ABOVE GRADE) - -SAN- - SANITARY SEWER (BELOW GRADE) ST STORM SEWER (ABOVE GRADE) - -ST- - - STORM SEWER (BELOW GRADE) SEC SECONDARY STORM SEWER (ABOVE GRADE) ---CW--- DOMESTIC COLD WATER ----HW DOMESTIC HOT WATER HWR- DOMESTIC HOT WATER RETURN ---FW--- FILTERED WATER CD CONDENSATE DRAIN (ABOVE GRADE) - -CD- - CONDENSATE DRAIN (BELOW GRADE) ---------- VENT GALLONS PER MINUTE POINT OF CONNECTION NEW HOSE BIBB TO EXISTING HEAD POINT OF REMOVAL FOR DEMOLITION HB Z- HOSE BIBB FD 8 FLOOR DRAIN HD O HUB DRAIN - FLOOR CLEANOUT --rA CLEANOUT ®- EXTERIOR CLEANOUT NOT IN CONTRACT HORIZONTAL CLEANOUT n-� SHOCK ABSORBER AD ACCESS DOOR AFF ABOVE FINISHED FLOOR APPROX APPROXIMATELY ARCH ARCHITECTURAL AUTO AUTOMATIC BLDG BUILDING CD CONDENSATE DRAIN CLG CEILING CO CLEAN-OUT COND CONDENSATE OR CONDENSER CONT CONTINUATION CMU CONCRETE MASONRY UNIT CW COLD WATER (CITY) EL ELEVATION ELEC ELECTRIC EEW EMERGENCY EYE WASH 'F DEGREES FAHRENHEIT ECO EXTERIOR CLEANOUT FCO FLOOR CLEANOUT FD FLOOR DRAIN GAL GALLONS GPH GALLONS PER HOUR GPM GALLONS PER MINUTE HB HOSE BIBB HD HEAD HW HOT WATER HR HOUR INV INVERT ELEVATION LBS POUNDS MIN MINIMUM NC NORMALLY CLOSED NIC NOT IN CONTRACT NO NORMALLY OPEN NTS NOT TO SCALE PSI POUNDS PER SQUARE INCH PVC POLYVINYL CHLORIDE R RISE REQ'D REQUIRED RM ROOM SAN SANITARY SPEC SPECIFICATION TEMP TEMPERATURE TYP TYPICAL V VENT LINE VTR VENT THRU ROOF W/ WITH WCO WALL CLEANOUT CA_ # 26308 117094.00 4798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) 'Pn;�cYry E+y-^tin!j ,S;;diX7aS" I rigineers, incV N (•11 I4-4 ) �4f5 3�' THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT "(HE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INT F� TIONAL LAW. UM MA 0.699' a c, LWks N. Of m s�'� ` `�+ r�• hd U ��/!i!l911i1� SHEET INFORMATION DATE: 06126/2017 DRAWN BY: RB PROJECT NO: 16-2235 REVIEWED BY: NW vl Plan Revisions Date: Sheet No. 9 "CW DN TO WC 4" SOIL DN TIE VENTINTO 4' SOIL DN 2" VENT UP 'E 2 VENT UP THE XISTI G VTR _ _ .... �-.. �- ° ..:.. ..°__. - .::.... ,.- . INV: - 7 _T ,." ..°µ_.. 4 ..._.. t WC -2Q(,IC1�.,� I 1„ CW DN...T VVC « .. •...,. __ _...,"1 1,�-.,...u.... ECOt 1' _... 4.'�77 O 4 AN— 7 1j" DOMESTIC WATER (48 WFU)(28 GPM)-- „I1 I „ 1 W EMER " ENC/ �� DRAIN: 3 I I 13 ° u.. CONNECT TO THE EXISTING WATER SERVICE. FOR CONTINUATION SEE SITE PLAN _I u -,� 7 — ��I{y"" EMERGENCY DRAIN 4„ I I 2 FDS 1 r ee 2 SIL DN -- NT CW DN TO UR i I ,, I C ..HW DTO LAV S,.,. r... / FOR CONTINUATION � •, R ,�, � N � � -^•-� SEE SITE PLAN L-1 Fto- rt L-1 M ,.. _.....,�.....�... WALL MOUNTED WATER HEATERS r '__� SHUT-OFF VALVEL. (GWH-1 & GWH-2) .-{I. j�� --�: (REFER TO PIPING DIAGRAMS) 41 HWRP-1-1i i -WCO 2„ WASTE DN I 2 VENT UP I" CW/HW THRU I r 1 WALL TO GWH-2 4 SAN (35 DFU) CONNECT TO THE ,; I �d t-•• - I'' "' EXISTING SAN SYSTEM. VERIFY" CW/HW THRU I -s-' u 140' I 12 V -h, u* BALANCING VALVE I TO I- s--� ---I �—--- I ,. LOCATION PRIOR TO STARTING WORK. WALL T GWH-1 —_ ,�- -I I I SET ®1 GPM � 0 (INV. EL. (-2.7 FT) ---I I ¢ is 4 I ° Mme.'a BELOW FIN. FLR. I.. .. ca u:.� .._,.:::�_ . fig: :... !; _,,.... m __.- _ __._ EN 14"i3" vTR 2" T U it „ - —HWR— —�--- - - - HW - - - - - HWf� — —I T'T•r s-- 4„-- —� — a' �fl T 5—_.... ---SAN— -------- SAN--- -� -- 1------SAN----�I —� �C—O I ° >E' I --- --«- �M=x140'---------- ` --------s,�-140'.—__ ----- �— --14T _------------ ---140°i-I=4 „ a ,. ' I Fw — I —--------Fw -----!-----------------Fw ---1- ----- -- i-------Fw -- -- --- ' r W � I h (INV. EL. (-2.23 FT) �r- . , >=x _ I -CW ---- «.- ----- - --- - - ----CW BELOW FIN. FLR. „ S 1 F< r I.. —.. , „ 2 WASTE DN c, ---- �--- CW-- I x” I I „ TRAP I �3 I I 1 ` ' I �I 4' 4 f „ _wti. 3' FS „ - l SAMPLING BOX (REFER 2 VENT UP— ,r- -----___1_� ( I I {.3-::...._. r I Iy ,, J CVS/HW IDN..tfO S-3 D THIS E I BALANCING VALVE I I 4 " --- �� EVAP I J / b .�: ° „ 1„ S ®1 GPM 1" _ / L __ — — —I I I S-3 „ CW HW DN TO S-1 `"`�(' "� . I I o I BREWERY SAMPLING PORT I I „� „{ _.� I p € I I 1 I 4y �_ COND. DRAIN TO FS -1 1 ;PIP "..,'3 COM (REFER TO DETAIL THIS SHEEP) I , II'� I I I U 1 I TERMINATE W/2 AIR GAP i0� 5=2 SIN & WAS 2 „ I„ I I I':. :.w1 3 FS -1 I <? # I MINATE V --- - 1 „ I PIPE 3 COMPARTMENT SINK TO `- ~~ i CW/H )N° -T0 S 2 12 WAY CO 4 FS -1 TERMINATE W/4" AIR GAP- 7II S -4°"e 2 vi I I CW/HW DN TOS -4 I I ` I I I ova I ' ' I , TD -1, I it 2„ VENT UP AT 45' ANGLE i I 14 14" (INV. EL. (-2.0 FT) 1 I BELOW FIN. FLR. 180' HWFD-,'B DN TO HBI e -i, CW DN ________________ -� ' y T' - — 3" -- TO NB --�-� I �U �..✓r , M -1"'""" J" CW/HW DN TO MS -1 - ..1�"..,°GAS DN -WITH •SERVICE,..VALVETO � .��. �..,.�.� .... ..°....-_...�..�...,..,Y DOMESTIC WATER FILTER �•�«�"°� —'°---"`"`-PRESSUR� REGULATORS•='(•2.°IREQ.D) (REFER TO SCHEDULE) ENT. GAS PRESS. LESS THAN 2 PSI OUTLET PRESS. 7 INCHES WC, 180 Ff3 FLOW RATE EACH. 1 PLUMBING PLAN 1j" CW DN W/BACKFLOW I/4" - 1'-0" PREVENTER TO WATER FILTERING P2.1 - SYSTEM Al 26"0 HEAVY DUTY MANHOLE COVER & FRAME (TRAFFIC DUTY) PRECAST CONCRETE FLAT TOP DESIGN DATA & GEN. NOTES PRECAST;;' CONCRETE 1. CONCRETE STRENGTH 5000 PSI @ 28 DAYS. DEN. 150 PCF. RISER -,,2. CEMENT -PORTLAND TYPE I/II PER ASTM C 150-92. ;•' 36' x 36 3, ADMIXURES & PLASTICIZERS PER ASTM C 260-86 & C 494-92. ;' co 36» g 4. REINFORCING PER ASTM A615, GRADE 60 DOMESTIC. MIN. 11" COVER. RUBBER BOOT WALLS, BASE, & TOP SLAB DESIGNED FOR HS -20 LOADING. (TYPICAL ° 5. TOP OF SLAB SEALED W/BUTYL ROPE MASTIC. 6. MAX. 5'-0" OF EARTH COVER OVER SLAB. ' 7. REFER TO PLANS FOR REQUIRED INLET AND OUTLET PIPE SIZES. z 8. INSTALL A BENCH & CHANNEL WITH A DROP OF 0.25"/FOOT FROM THE INLET TO OUTLET PER PLUMBING STANDARDS. 6 9. USE 6" PVC TYPE SDR35 TO FORM THE CHANNEL. BRACE DOWN PIPING WHILE CHANNEL IS FORMING. 6" GROUT TYP. . ; ° N 10. EPDXY COATE THE INSIDE & ALLOW TO EMOWIOR TO INSTALLATION. TYP.. s 12" PRECAST OR CAST ° Itd' #4 ® 12" EACH WAY PLACE CONCRETE BASE TOP FACE - 2" CLEAR 2 SAMPLING BOX P2.1 NTS CONCRET ALL AROUND THE TZSP-48 BODY AND EXTENSION COLLAR EXTENSION COLLAR MODEL ECA -TZ -29 I �. AS MANUFACTURED BY TRAPZILLA FINISHED GRADE 1-7 � py" gg 9g - ,_ '`•TIMI` 3� "IM }}jjI �i } r-q{�'^p�`'�' , a .4 V� C ", +j.'�• .r9. �' f'�� p i �. ' �._» `��. !f. OUTLET SAMPLE PORT AS MANUFACTURED A' ' 4 ro �.. BY TRAPZILLA MODEL TZSP-48 , INSTALL SAMPLE PORT PER MANUFACTURERS INSTUCTIONS BREWERY SAMPLING FORT DETAIL NTS r .Y U) c� CU I— rv' o V) 0 p ca h C.,.) N to U -i cnc• cu C, ro -o c [: ai u= u Mi R g� 7 + rr lti h �" vii o Y 0,1 0 �V aO. .• s.�s�a?":. 2..>.13,awd.°,c33.u,+,r'1" ws''�c. `"".� OJ Q C N [-U-D-V � VQ - re THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT• WffHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW, CIENs. fig oLu of rt N 'U Q G U N O n. SHEET INFORMATION DATE: 08/11/2017 DRAWN BY: R8 PROJECT NO: 16-2235 REMEWED BY: Nm VI Plan Revisions Date: A"I 06/26/2017 PERMIT SET 2 07/26/2017 PERMIT COMMENTS L 2 3 08/10/20177 PERMIT COMMENTS Sheet Narnep LZI.. CA# 26308 I17094.00 1798 NEW BROAD STREET SUITE 300 ORLANDO, FL 32814 407.398.6007 (P) 407.398.6003 (F) nul " � ar(.xJ�Y: t yr,- is ri5•>trJnns.. i i i'l� 1111�✓�ef ,7< Is ls. 10, Sheet No. w FILTER OUTLE MAN OUTLET DRAIN LINE CONNECTI DOMESTIC WATER FILTER DETAIL INO SCALE BYPASS VALVE ORMALLY CLOSED) ENTREATED WATER INLET (F) tNUAL T VALVE E 1.5 CONTROLLER 6" LONG DIRT LEI EQUIP. 6" LONG DIRT LEG --- THREADED CAP ---*- TYPICAL GAS SUPPLY PIPE DROP DETAIL NO SCALE /-SHUT-OFF VALVE UNION VENT W/WEATHER ELBOW EXTEND TO OUTDOORS THREADED CAP GAS PRESSURE REGULATOR INSULATED FITTING 18" SHUT-OFF VALVE APPROX. SEE VERTICAL PIPE SUPPORT DEl`AI L THIS�GV� FINISHED FLOOR TYPICAL GAS PRESSURE REGULATOR PIPING DETAIL NO SCALE IN-LINE CIRCULATING THERMOMETER GAUGE PUMP SEE SPECIFICATION (0-200 DEC) GWH-1 AQUASTAT FOR '* DIAL TYPE PRESSURE MOUNT GAS WATER HEATERS ON OUTSIDE PUMP CONTROL GAUGE (0-100 PSIG) WALL WHERE SHOWN ON FLR PLANS. GAUGE COCK INSTALL WATER HTRS PER -- MANUFACTURES INSTALLATIONS FLOW 0 - FOR CONTINUATION AND SIZE, SEE FLOOR PLAN PRESSURE RELIEF VALVE _ PIPE TO 6" ABOVE FIN. BALL VALVE -------/UNION CHECK VALVE GRADE DRAIN VALVE3" 14 BALL VALVE REDUCING TEE (OR TEST (TYPICAL) '�� (i UP -�) PLUG FOR INSERTION OF - - GAUGE) HOT WATER RECIRC. PULP DETAIL NO SCALE THERMOMETER 1 44- NG �--s >1 HW 3„ 1/2" TRAP PRIMER SUPPLY FW /-D OMESTIC COLD WATER LINE 4 HW (1 1/2" OR SMALLER) � SUPPLY TO FIXTURES SERVICE VALVE NOTE: INSTALL LEVEL TRAP PRIMER VALVE INSTANTANEOUS HTR GWH-1 PIPING DIAGRAM --- DISTRIBUTION UNIT WATERPROOF FORMUTIPLE LINES SEALANT (MAX. 4 LINES) �1/2" TRAP PRIMER LINE SLEEVE THRU SLAB --,\\ \ /—FLOOR DRAIN FLOOR SLAB 0 0 0 4 d 4 0 0 4 0 o a o i o SEALANT BACKING MATERIAL TO MAIN BUILDING WASTE DRAIN TYPICAL TRAP SEAL PRIMER DETAIL SCALE: NONE SCALE: NONE ANK TYPICAL AL 3 COMPARTMENT SINK WASTE PIPING DETAIL NO SCALE SERVICE VALVE (TYPICAL HOT WATER INTLET tl-I— LAV/HANDSINK MIXING VALVE 6 L7, COLD WATER INTLET TEMPERED WATER OUTLET TYPICAL LAV/HANDSINK THERMOSTATIC FIXING VALVE NO SCALE w" ~i G H --C AIR GAP = 2 X "PIPE DIA. FINISHED FLOOR(2" MIN.) d FLOOR SINK a • .d: J A .. q ' d q a d :d• d n �Y y .q.. v q V•. 'q J.d ••4 d 4: q•,. .• •••qV'•'•• .4 dJ •' d d 1' tl J d% d. q ` 16 4: v INDIRECT WASTE RECEPTOR DETAIL NOT TO SCALE COVER - ROUND CONCRETE COLLAR - CONCRETE SURFACE OR FLOOR OINT TYPE 3/4" EXPANSION JOINT COVERING AS REQUIRED PER SPECS W/JOINT SEAL— CLEANOUT COVER C. 0. TEE CONCRETE 8„ 1» CSK SCREW � CLEANOUT PLUG CHROME PLATED BRONZE WALL PLATE FIN. SHED FLOOR #3 BARS ALL AROUND(W/6" OVERLAP) I CLEANOUT BO CAULKING FERRULE X SOIL OR WASTE SHORT LENGTH OF PIPE FURNISHED W/CLEANOUT BOX-' FLOOR PIPE RISEF-/ WALL STANDARD 1/8 BEND - NOTE: PIPING AND JOINT TYPE PER TYPICAL CLEANOUT DETAILS SPECIFICATIONS OR CONSTRUCTION STANDARD SCALE: NONE EXTERIOR 4" TYP. TURF - 2" r �T/TTTl►� CLEANOUT PLUG ` SPOUT BRACE METAL EDGE HOOK SERVICE FAUCET WITH VACUUM BREAKER REMOVABLE S.S. STRAINER & FRAME FURNISHED W/MS CQ 1, TYPICAL MOP SINK DETAIL SCALE: NONE GVVH-2 MOUNT GAS WATER HEATERS ON OUTSIDE WALL WHERE SHOWN ON FLR PLANS. INSTALL WATER HTRS PER MANUFACTURES INSTALLATIONS PRESSURE RELIEF VALVE _ PIPE TO 6" ABOVE FIN. GRADE DRAIN VALVE---_, (TYPICAL BALL VALVE L, �- TYP L_ L - THERMOMETER 1„ - NG I IIA/ HWRP T„ H W SUPPLY TO FIXTURES INSTANTANEOUS HTR GWH-2 PIPING DIAGRAM SCALE: NONE FW CHECK VALVES BALL VALVE SHUT—OF BALL VALVE SHUT—OFF STRAINER ® UNION (TYPICAL) REDUCED PRESSURE RELIEF POR -r ROUTE TO DRAIN —AIR GAP TYPE 18" A.F.F. MIN. DRAIN FUNNEL FIN. FLR. REDUCED PRESSURE ZONE BACKFLOW PREVENTOR DETAIL SCALE: NONE ANK CA# 26308 117094.00 4798 NEW BROAD STREET SUITE 300 jf,� ORLANDO, FL 328'14 407.398.6007 (P) 407.398.6003 (F);� � 'Prca:c':oEn� ay.6rj r-;aira�a" .1.9e roner 5, inc. CEJ U val;m 4-J LU .� 0 LU v)cr 0 , „3 W co #.._ 00 (T 1 m �! (U M m R'7 x r--�• � C t0 C7 �s 0 i ai 00 0 O Y In uX�'•",' � vv w_. y THIS DOCUMENT AND/OR THE DESIGN CONCEPTS EXPRESSED HEREIN ARE THE PROPERTY OF KEESEE ASSOCIATES AND ALL RIGHTS OF OWNERSHIP, INCLUDING COPYRIGHT OF INTELLECTUAL PROPERTY, ARE RESERVED THE REPRODUCTIONS, COPYING, OR USE OF THIS DOCUMENT AND/OR THE DESIGN CONCEPT WITHOUT THE WRITTEN CONSENT OF KEESEE ASSOCIATES IS STRICTLY PROHIBITED AND PROTECTED BY UNITED STATES AND INTERNATIONAL LAW. ' f `r�r)02' ° a, w m m .sn orer rr�r f 'SOON A`- �% %1 �'fl"11111 1111"$ � E G SHEET INFORMATION DATE: 06126/2017 DRAWN BY: DRN PROJECT NO: 16-2235 REMEWiED BY: JBN VFJ Plan Revisions Date: Sheet Name -T PLUMBING DETAILS Sheet No,