Loading...
HomeMy WebLinkAbout312 N Entrance Rd ; 17-3074; NEW BUILDING_L_ COUNTY OF SEMINOLE �, IMPACT FEE STATEMENT 1� ��7� o`- 0 STATEMENT NUMBER: 17100008 DATE: November 09, 2017 BUILDING APPLICATION #: 17-10000825 BUILDING PERMIT NUMBER: 17-10000825 UNIT ADDRESS: ENTRANCE RD N 312 29-19-30-300-011D-0000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: HIGHYON SHOPPING CENTER INV ADDRESS: 100 N HIATUS RD STE 197 PEMBROKE PINES FL 33026 LAND USE: RESTAURANT TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: CHANGE OF USE FROM RETAIL TO RESTAURANT. 312 N, ENTRANCE RD. — ------------------------------------------------------------------ FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS -ARTERIALS CO -WIDE ORD Restaurant - Sit Down* 4,340,00 4.990 1000nsft 21,656.60 ROADS -COLLECTORS N//A Restaurant - Sit. Down* .00 .000 1000nsft .00 . FIRE RESCUE N/A LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A ,00 LAW ENFORCE N/A .00 DRAINAGE N/A .00 CREDIT FEES: .00 SCI ROAD ARTERIALS C Retail < 50K Square Feet* 2,962.00 ��90 1:009sft 14,780.38- ` JJ AMOUNT D ' 6,876.22 1 .' STATEMENT RECEIVED BY: SIGNATURE: ( PLEASE PRINT NAME) DATE. NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1 -BLDG DEPT 3 -APPLICANT 2 -FINANCE 4 -LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT, PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, ' TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE * DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 4.07-665-7356. Property Owner: HIGHYON SHOPPING CENTER Property Address: 312 Entrance Road N. Sanford FI, 32771 Parcel Number: 29-19-30-3000-11 D-0000 Applicable- Codes Building Plumbing ADA Life Safety Mechanical Gas Electrical Florida Building Code Florida Plumbing Code Florida Accessibility Code Florida Fire Prevention Code Florida Mechanical Code Florida Building Code National Electrical Code Building Characteristics 2014 5th EDITION 2014 5th EDITION 2014 5th EDITION 5th EDITION 2014 5th EDITION 2014 5th EDITION 2011 EDITION The projected construction has the following characteristics: Type III -B Construction Protected - Sprinkled Maximum building height of 22' Single Story Building Area 9,335 Sq. Ft. Occupancy classification: A-3 Assembly Cl) Standard Notes A. GENERAL CONDITIONS A. COORDINATION: THE STRUCTURAL MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THF CONTRACTOR TO CHFCK AND COORDINATE ALI THE DRAWINGS BEFORE FABRICATION AND/OR INSTALLATION OF ANY WORK. CONTRACTOR SHALL IMMEDIATELY NOTIFY USPS OF ANY DISCREPANCIES OR ERRORS. B. FIELD VERIFICATION: PRIOR TO SCHEDULING OF WORK AND COMMENCING CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY OMISSIONS OF EQUIPMENT OR MATERIALS ON DRAWINGS. C. LEGEND: ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS ANY QUESTIONS REGARDING THE SAME OR EXACT MEANING, ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. D. HORIZONTAL DIMENSIONS: DIMENSIONS ON THE DRAWINGS ARE TO CENTER LINE OF COLUMNS, GRID LINES OR TO FACE OF EXISTING WALLS OR MAS, OR STUDS AS INDICATED ON THE DRAWINGS, UNLESS NOTED OTHERWISE. E. VERTICAL DIMENSIONS: CEILING HEIGHTS SHOWN IN FINISH SCHEDULE AND ON DRAWINGS ARE FROM FINISHED CONCRETE FLOOR SLAB AT THAT LOCATION. FINISH FLOOR ELEVATIONS ARE TAKEN FROM THE TOP OF CONCRETE FLOOR SLAB. F. PRECEDENCE: DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. LARGER SCALE DRAWINGS HAVE PRECEDENCE OVER SMALLER SCALE DRAWINGS. SPECIFICATIONS AND GENERAL NOTES TAKE PRECEDENCE OVER DRAWINGS. G. DETAILS NOTED AS TYPICAL SHALL APPLY IN ALL LIKE CONDITIONS. ALL OTHER CONDITIONS THAT ARE NOT TYPICAL WILL HAVE SPECIFIC DETAIL CALL OUT. H. FRAMING: CONTRACTOR SHALL PROVIDE ALL REQUIRED BLOCKING, BACKING, FRAMING, HANGERS, OR OTHER SUPPORT AS NECESSARY FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS AND ALL OTHER ITEMS REQUIRING THE SAME. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE WITH FURNITURE MANUFACTURER AND INSTALLER AND REVIEW SHOP DRAWINGS FOR BACKINGS, UTILITIES CONNECTION, ETC. I. ACCESS PANELS: ALL EQUIPMENT SWITCHES, AND VALVES THAT ARE CONCEALED MUST BE PROVIDED WITH ACCESS PANELS. COORDINATE LOCATION IN FIELD. J. GLASS: ALL GLASS TO CONFORM TO CONSUMER SAFETY COMMISSION, PRODUCT SAFETY ACT 16 CFR 1201. K. GYPSUM BOARD: ALL GYPSUM BOARD TO BE 5/8" TYPE "X" UNLESS NOTED OTHERWISE. INSTALL MANUFACTURER GYPSUM BOARD BEHIND SINKS, IN TOILET, JANITOR MECHANICAL ROOMS, AND OTHER POTENTIALLY DAMP LOCATIONS. B. GENERAL HANDICAP REQUIREMENTS: A. DOORS SHALL PROVIDE A CLEAR OPENING OF 32" WIDE BY 6'-8" HIGH WHEN AT A 90 DEGREE ANGLE TO THE CLOSED POSITION. B. THE BOTTOM 10" OF THE DOORS ARE TO HAVE A SMOOTH UNINTERRUPTED SURFACE TO ACCOMMODATE OPENING BY WHEEL CHAIR FOOT REST. C- HARDWARE IS TO BE CENTERED BETWEEN 30 AND 40 INCHES HIGH. DOOR HARDWARE: HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHTING PINCHING, OR TWISTING OF THE WRIST TO OPERATE. LEVER OPERATED MECHANISMS, PUSH -TYPE MECHANISMS AND U -SHAPED HANDLES ARE ACCEPTABLE DESIGNS. D. TACTILE WARNINGS ON DOORS TO HAZARDOUS AREA. DOORS THAT LEAD TO AREAS THAT MIGHT PROVE DANGEROUS TO A BLIND PERSON (FOR EXAMPLE, DOOR TO LOADING PLATFORMS, BOILER ROOMS, STAGES, AND THE LIKE) SHALL BE MADE IDENTIFIABLE TO THE TOUCH BY A TEXTURED SURFACE ON THE DOOR HANDLE, KNOB, PULL, OR OTHER OPERATING HARDWARE. THIS TEXTURED SURFACE MAY BE MADE BY KNURLING OR ROUGHING OR BY A MATERIAL APPLIED TO THE CONTACT SURFACE. SUCH TEXTURED SURFACES SHALL NOT BE PROVIDED FOR EMERGENCY EXIT DOORS OR ANY DOORS OTHER THAN THOSE TO HAZARDOUS AREA. E. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 85 POUNDS FOR EXTERIOR DOOP 1, AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING i.' PLIED AT RIGHT ANGLES TO HINGED DOORS. WHEN FIRE DOORS 7MPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE ARE REQUIRED, c THE REQUIREMENTS. UTILIZED TO ME7'-IRESHOLDS ARE REQUIRED TO BE NO MORE THAN 1/2 INCH F. THRESHOLDS: ,LOPE AT THE EXPOSED EDGE AT AN ANGLE NOT EXCEEDING HIGH. BEVEL OR ' ' NO SINGLE VERTICAL CHANGE OF ELEVATION WILL OCCUR. 1:2 RATIO SO TH CUEOPHORIA 312 ENTRANCE ROAD N. SANFORD FL, 32771 PROPOSED AREA OF WORK------' ALTERATION ORK -- General Construction Notes 1. ALL NEW WALL CONSTRUCTION TO BE METAL STUDS AT SPACINGS SHOWN WITH 5/8" TYPE "X" DRYWALL EACH SIDE. USE DUR-ROC CEMENT BOARD AS BACKING FOR CERAMIC WALL TILE. 2. COORDINATE ALL CUTTING, PATCHING, DEMOLITION AND ANY INTERRUPTIONS TO EXISTING UTILITY SERVICES WITH OWNER. 3. VERIFY ALL EQUIPMENT AND ITEMS TO BE SUPPLIED BY OWNER AND INSTALLED BY OWNER OR GENERAL CONTRACTOR. COORDINATE ALL ROUGH -IN REQUIREMENTS WITH OWNER AND SUBCONTRACTORS AS NECESSARY FOR COMPLETE PROJECT. 4. VERIFY ALL FINISHES FOR FLOORS, WALLS, DOORS, TRIM, SOFFITS, ETC. WITH OWNER. 5. THE COMPLETE INSTAL-LATION TO BE IN ACCORDANCE WITH LOCAL CODES, NATIONAL PLUMBING CODE, NATIONAL ELECTRICAL CODE, STATE CODE AND OSHA REQUIREMENTS. 6. CONTRACTOR TO COORDINATE HIS WORK WITH WORK OF OTHERS. CONTRACTOR TO PAY FOR ALL PERMITS AND FEES IN HIS BASE BID. 7. CONTRACTOR IS REQUIRED TO BE REGISTERED IN FLORIDA. CONTRACTOR TO INSURE HIS EMPLOYEES AND THEIR WORK AS REQUIRED. 8. ALL ELECTRICAL EQUIPMENT SHALL BEAR THE U.L. LABEL. 9. CONTRACTOR TO VISIT SITE PRIOR TO SUBMITTING BID TO FAMILIARIZE HIMSELF WITH SCOPE OF WORK. VISITATION TO BE SCHEDULED WITH OWNER AS REQUIRED. 10. CONTRACTOR TO GUARANTEE HIS WORK FOR A PERIOD OF ONE YEAR AFTER DATE OF ACCEPTANCE BY OWNER. 11. CONFIRM LOCATIONS, MOUNTING HEIGHTS, ETC. OF ALL DEVICES WITH OWNER PRIOR TO INSTALLATION. 12. INSULATE ALL HOT AND COLD PIPING WITH MINIMUM 1/2" FIBERGLASS INSULATION UNLESS NOTED OTHERWISE. INSULATE NEW SUPPLY DUCTWORK WITH 1 1/2" INSULATION UNLESS NOTED OTHERWISE. 13. PLUMBING, ELECTRICAL AND MECHANICAL CONTRACTORS TO PROVIDE ALL FITTINGS, ADAPTERS, SUPPORTS ETC. FOR A COMPLETE INSTALLATION. 14. PROVIDE ALL NECESSARY BLOCKING FOR SUPPORT OF WALL MOUNTED EQUIPMENT. USE FASTENERS AND ATTACHMENT METHODS THAT ARE ADEQUATE FOR THE ANTICIPATED USE OF ALL. SUCH ITEMS. 15. CUTTING AND PATCHING: CONTRACTOR TO INCLUDE ALL CUTTING AND PATCHING OF WALLS, FLOOR, CEILINGS, AND ROOF AS MAY BE REQUIRED FOR THE EXECUTION OF THE WORK. GENERAL: DO NOT CUT AND PATCH STRUCTURAL WORK UNLESS SUCH PROPOSED CUTTING AND PATCHING IS SUBMITTED TO THE ARCHITECT FOR APPROVAL BEFORE PROCEEDING. DO NOT CUT AND PATCH OPERATIONAL AND SAFETY-RELATED COMPONENTS IN ANY WAY THAT REDUCES THEIR PERFORMANCE, OPERATIONAL LIFE, OR THEIR SAFETY, OR THAT INCREASES MAINTENANCE. DO NOT CUT AND PATCH INTERIOR SPACES IN A MANNER HARMING EITHER THE VISUAL APPEARANCE OR RESULTING IN SUBSTANTIAL EVIDENCE OF CUT AND PATCH WORK BOTH AS JUDGED SOLELY BY THE ARCHITECT AND OWNER. REMOVE AND REPLACE ANY WORK JUDGED BY ARCHITECT TO BE UNSATISFACTORY. 16. PROVIDE PROTECTIONS NECESSARY TO PREVENT DAMAGES TO ADJACENT SURFACES WHICH ARE NOT PART OF THE WORK, AND TO SURROUNDING AREA IN WHICH OR THROUGH WHICH THE WORK WILL BE PERFORMED. CONDUCT OPERATIONS AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS, OCCUPIED OR USED FACILITIES. REMOVE ALL DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM THE WORK AND DISPOSED OF OFF SITE, UNLESS OTHERWISE DIRECTED OR APPROVED BY THE OWNER. 17. FINISHING: FINISH PATCH TO MATCH SURROUNDING SURFACES. WHERE NECESSARY TO ELIMINATE EVIDENCE OF PATCHING, EXTEND FINISH RESTORATION ONTO RELATED ADJOINING WORK. WHERE PATCH OCCURS IN PAINTED SURFACES, EXTEND FINAL PAINT COAT OVER ENTER UNBROKEN SURFACE CONTAINING PATCH, AFTER PATCHED AREA HAS RECEIVED PRIME AND BASE COATS. PREPARE SURROUNDING SURFACE FOR SUCH PAINTING TO PRODUCE A LASTING FINISH COAT. 18. WORKMANSHIP STANDARDS: INVESTIGATE AND MAINTAIN PROCEDURES TO ENSURE THAT ALL PERSONS PERFORMING WORK AT SITE ARE SKILLED AND KNOWLEDGEABLE IN METHODS, CRAFTSMANSHIP, AND SAFETY PRECAUTIONS NEEDED TO PRODUCE HIGH-QUALITY WORKMANSHIP. REMOVE AND REPLACE WORK WHICH DOES NOT COMPLY WITH WORKMANSHIP STANDARDS AS SPECIFIED AND AS RECOGNIZED IN THE CONSTRUCTION INDUSTRY FOR THE APPLICATION INDICATED. 19. CLEANING AND PROTECTION: CONTRACTOR SHALL CLEAN AND PROTECT WORK IN PROGRESS AND ADJOINING SURFACES AND AREA:, 9N A BASIS OF PERPETUAL MAINTENANCE. APPLY SUITABLE PROTECTION COVERING ON ' _ MAINTENANCE AS FREQUENTLY AS NE-'jr:WLY INSTALLED WORK, OR CLEAN AND PERFORM WORK BY THE OWNER. CLEAN-UP OF C c-SSARY UNTIL COMPLETION AND ACCEPTANCE OF REQUIRED, SO AS TO NOT INTERFERE''?NTRACTOR'S WORK SHALL BE PERFORMED AS 20. COORDINATE CONSTRUCTION STAGG'/ITH CONTINUAL USE OF THE BUILDING. CONTRACTOR PARKING, AND BUILDING ,NG AREA, SITS STORAGE OF MATERIALS, AND \CCESS WITH THE OWNER. ALTERATION LEVEL 2 I 1 MICHAEI WOJIUNIAK, P.E. ENGINEERED PERMITS, INC. 311 -A SOUTH WOODLAND BOUIEVARD DELAND, Fl 32120 PHONE; 386-734-0830 CERI N0. 26298 GENERAL CONTRACTOR 10 BE DETERMINED SHEET REFERENCE I z PERMIT SET 1 -EPTEMBER 18, 20171LU LU REVISED II a DECEMBER 5, 2017 zz oZ z 0� z O O CO O W J z/ �LL �`/�' o W J 0 Ir W Cl) C m W wW a O N 0 zM EPI 0 W ENGINEERED PERMITS, INC. LJ__I 311 SOUTH WOODLAND BIVD. z SUITE A DELAND, FL 32720 PI LONE: 386-734-0830 FAX: 386-734-8226 ` z CERT N0.26298 W EMAIL: epi@epieng net a Drawing Index I Q AT /Y M C3 LIJ LIJ 7fei CDUJ_J A-1 Cover Sheet � Cl-wd� w A-2 As�-Built / Demoltion Plan � C LiJ A-3 Descriptive Floor Plan T co Cn A-4 Dimensioned Floor Plan w A-5 Life Safety Plan w A-6 Floor Finish PlanCD UJ DE -1 Delails DE -2 Details LU E-1 Electrical & Lighting Plan E-2 Electrical Panel Schedule ORD SANF P-1 Plumbing Plan U� °�RTM� P-2 Plumbing Riser Diagram 12/6/2017 8:00:42 AM SANFORD BUILDINI G a���a�ION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, AL rER OR SET AS!DE ANY OFT HE PROVISIONS OF THE T ECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT I -HE BUILDING OFFICIAL FRO%1 THEREAFTER RN PLANS, EQUIRING �!S OERRORS HI I ICTION OR VIOU�TIONS O S CODE UJ SCOPE: Q � THE SCOPE OF THE PROJECT IS TO RENOVATE EXISTING (TUESDAY MORNING MECHANDISE STORE) INTO A CUE -PHORIA BILLIARDS UJ ?. 1_ 0 .11_ Uw¢ n:w PROPERTY OWNER: HIGHYON SHOPPING CENTER 312 ENTRANCE ROAD N -)Fl MIT #_ ! 7 o 751 — SANFORD FL, 32771 PARCEL, 29-19-30-3000-11 D-0000 OFFICE DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O.INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C". THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II. THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 191-21 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, SHEET N0. DATE: 12-5-17 M:\Cue-phoria Bi/lards\Cuephorlo 3 Sonford\Arch Sheets \Coversheet03.dgn SCALE: 3/16"=1'-0" WALKWAY EDGE OF CONCRETE WALKWAY DEMOLITION NOTES: OREMOVE INTERIOR NON -LOAD BEARING WALLS AS SHOWN OREMOVE INTERIOR DOORS a3 REMOVE EXISTING EMERGENCY LIGHTING REMOVE EXISTING MOP SINK aREMOVE EXISTING CABINETRY & SINK aREMOVE EXISTING COMBO EXIT / EMERGENCY LIGHTING OREMOVE & RELOCATE EXISTING THERMOSTATS G z �- z I— a. Q W CL n NU ,a Q c Gr Z y 0Fr@6 J rn o W a Q O E �Lu ?4;41 DESIGN STATEMENT SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 Q,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C THIS STRUCTURE � � HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, DATE: 12-5-17 12/6/2017 6:03:27 AM M:\Cue-phoria Billards\Cuephoria 3 Sanford\Arch Sheets\As-Built-DemolitlonPlan03.dgr 0 Z 12� z O ti g O ¢ C) C)U-1__j ULt � W O 0 J EX: : I— U o - ❑ tL c'Il cn r� `-/) O cn +C• V Lu W W O w CL l r C/D C/) W C}0 L'u LoO EPI z cc ENGINEERED PEHMffS, INC. W w 311 SOUTH WOODLAND UND. SUI FE A DELAND, FL 32120 PHONE: 386-734-0830 FAX: 386-734-8226 CEft F NO. 26298 W EMAIL: ep!Vepieng.net n NU ,a Q c Gr Z y 0Fr@6 J rn o W a Q O E �Lu ?4;41 DESIGN STATEMENT SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 Q,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C THIS STRUCTURE � � HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, DATE: 12-5-17 12/6/2017 6:03:27 AM M:\Cue-phoria Billards\Cuephoria 3 Sanford\Arch Sheets\As-Built-DemolitlonPlan03.dgr Z 12� z O ¢ C) C)U-1__j O EX: : I— U o - Uw� � c'Il cn cn Lu O w r C/D n NU ,a Q c Gr Z y 0Fr@6 J rn o W a Q O E �Lu ?4;41 DESIGN STATEMENT SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 Q,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C THIS STRUCTURE � � HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, DATE: 12-5-17 12/6/2017 6:03:27 AM M:\Cue-phoria Billards\Cuephoria 3 Sanford\Arch Sheets\As-Built-DemolitlonPlan03.dgr WALKWAY AWNING EXISTING T,WO HOUR RATED TO REMAIN / FLOOR DRAIN W/ WET TAP PRIMER FA'vr,)e \ 36" DOOR ESTROC -- 1 f�XHAUS� I PAN I I URINAL 120'0" THE SUITE NUMBER SHALL BE PLACED ON THIS DOOR WALKWAY AWNING - THE SUITE NUMBER SHALL BE PLACED ON THIS DOOR WALKWAY AWNING DOORS w/ PANIC PROPOSED FIRE EXTINGUISHER - c •- EXISTINGp VP HARDWARE MINIMUM RATING OF 3A-40:B:C 00ELECTRICAL O 0METERS OPOSED FIRE EXTINGUISHER LIGHTING CONTROLNIMUM RATING OF 3A 40:8;C — r DRYER 3068 DOOR ® STORAGE CABINET�— �p 54" X 3b� / I EXISTING-� 0911 � —rfXHAt1ST AN EXISTING J. EXISTING �zc I �`+� �'�• �W �2;4'OVEN 42 CIRCUIT EXISTING COMBO EMERGENCY COLUMN y�U� �O � �,,� ELEOTRICAL COLUMN EXISTING CONNE T ALL EX UST FANS TO EXISTING COMBO EMERGENCY EXHAUST U( O OUTSIDE EXIT / LIGHT LL - ' I PANEL EXIT /LIGHT ® ` _ KIT( CHEN( cx) IN -DIRECT CT - ¢ 0 \ I o _. _- CONNECTION FAN I NHAOST \� CONNET T ALL EXHAUST FANS TO EXISTING ao 068 BR— � HUB DRAIN \ - - `EANEXHAUST D JCTS TO OUTSIDE 70 X 70" I o WALK IN FLOOR DRAIN DRAIN W/ COOLER U W - NEW 3068 DOOR FEMALE WET TAP PRIMER EMERGENCY (KEGS] «� = MOP SINK __ . ADA DRYER LIGHTING x tn 36" DOOR RESTROOM 3068 DOOR DRY STORAGE RACK [DRY".TORAGE I PASS THROUGH IBEER TAP I REACH IN REFG 6'X 3' DINING TABLE LA T.POOL TABLE EDGE ET LLE /CARPET - TRANSITION POOL TABLE AREA CARPET IN THIS AREA 6' X 3' T,POOL TABLE T POOL TABLE DINING TABLE DINING TABLE 7',POOL -iAbLE T POOL TABLE 77 OOL I ABLE T.P00L TABLE DINING TABLE EXISTING EMERGENCY LIGHTING =7�',�POOLfA_BLE 6'X 3' DINING TABLE 6'X3' DINING TABLE Q_�>ll 'Ivvi 6'X3' DINING TABLE j EXISTING COLUMN &X 3' DINING TABLE 6'X 3' DINING TABLE i I 9 oPOOL TABLE' C� 0 EXISTING EMERGENCY LIGHTING 5' WAITRESS STATION 6? I 67/) 6'X 3' DINING TABLE COMMON AREA WALKWAY AWNING THE SUITE NUMBER SHALL BE PLACED ON THIS DOOR ----,.I DOORS w/ DOOR W/ -. ]C2 �� PANIC PANIC HARDWARE HARDWARE c C FIRE PANEL ®®® O EXISTING 0 COMBO EMERGENCY w NEW EXIT / LIGHT o ~ EMERGENCY LIGHTING � 2X2 DART MACHINE 2 X 2 FDART DE -I MACHINE --J 6'X 3' DINING TABLE I EDGE OF 7',POOLATAT BLE �- TILE / CARPET TRANSITION BAR STOOLS ToPOOL TABLE (NP) ° POOL TABLE AREA FCARPET IN THIS AREA -._-r T.POOL TABLE T POOL TABLE ` 1 - EXISTING l COLUMN c z o 7'.POOL TABLE T.POOL TA LE I 1 6X3 DINING TABLE 6'X 3' DINING TABLE 6'X 3' DINING TABLE I _ TaPOOL TABLE -� EXISTING EMERGENCYLIGHTING T.POOL TA LE 6'X 3' DINING TABLE TILE IN THIS AREA 9' POOL FABLE 6'X 3' '�DItViNG-.T�1� I _ I '(vel• 6'X 3' / DINING TABLE 7',POOL TABLE 6'X 3' DINING TABLE 6X 3' DINING TABLE j- DOOR TO REMAINED I ` LOCKED AND NOT USED EXISTING NEW COMBO EXIT /EMERGENCY EXISTING I PROPOSED FIRE EXTINGUISHER NEW COMBO EXIT /EMERGENCY COLUMN PROPOSED FIRE EXTINGUISHER LIGHTING MINIMUM RATING OF 3A 40:B:C LIGHTING COLUMN I MINIMUM RAIING OF 3A-40;B;C FrAfl Udu 6� aCT� A080 A �T6� 408 X68 0� 408 SD -- SHOPFRONT SHOPFRONT SHOPFRONT I I€ SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFRONT I SHOPFRONT SHOPFRONT SHOPFRONT HOPFRONT SHOPFRONT SHOPFRONT Ca SHOPFRONT 4080 SHOPOW WINDOW WINDOW WINDOW ! II WINDOW WINDOW WINDOW WINDOW I I WINDOW WINDOW WINDOW WINDOW n WINDOW WINDOW WINDOW I I WINDOW WINDOW WINDOW WINDOW WINDOW WINDOW o WINDOW WINDOW ! ! � q THE SUITE NUMBER SHALL BE PLACED ON THIS DOOR I I THE SUITE NUMBER SHALL BE PLACED ON THIS DOOR ---._. _ _ __ _ -,� - -----._....____.---------•---I I_..------------�.__--T--__._.----____---_-I �- EDGE OF WALKWAY AWNING EDGE OF WALKWAY AWNING - EDGE OF WALKWAY AWNING DESCRIPTIVE FLOOR PLAN SCALE; 3/16"=1'-0" EDGE OF CONCRETE WALKWAY HOUR EDGE OF CONCRETE WALKWAY `a DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AA.\/\,,., k, r , 0 1/ 1 1 4r-\i'n r)hn rin i <.' in fn rrl\A roh �'17RA1'.0 \nf?.4c /`IntiVP.FII SHEET N0. A-3 DATE:- 12-5-17 IC/l7/GVl1 v.vr .✓✓ nrvr �n. ��."� p.,.,., ,u ",,, «, .... ,,...,.r..._. . - - - _... _ . - � - � r n O CD Lu LCL. LLj z LJJ -r_ CC �:> UIQ �- L_u 0. CV C/D U CY3 L u C) W U D W co U co CL C/D W SCJ n. m w o z O z z F =1 Z cc OO Lu 0, rn 0 vJ� v) C �C/)mw ui V LL.. ENGINEERED PERMITS, INC. LLI W 311 SOU IH WOODLAND UIVU. SUITE A _ DELAND,FL'32720 PHONE: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 W EMAIL: epi®epieng.net `a DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AA.\/\,,., k, r , 0 1/ 1 1 4r-\i'n r)hn rin i <.' in fn rrl\A roh �'17RA1'.0 \nf?.4c /`IntiVP.FII SHEET N0. A-3 DATE:- 12-5-17 IC/l7/GVl1 v.vr .✓✓ nrvr �n. ��."� p.,.,., ,u ",,, «, .... ,,...,.r..._. . - - - _... _ . - � - � r n O CD Lu LCL. LLj LJJ -r_ CC �:> UIQ �- L_u CV C/D U CY3 L u C) W U D W CL C/D `a DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE.THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. AA.\/\,,., k, r , 0 1/ 1 1 4r-\i'n r)hn rin i <.' in fn rrl\A roh �'17RA1'.0 \nf?.4c /`IntiVP.FII SHEET N0. A-3 DATE:- 12-5-17 IC/l7/GVl1 v.vr .✓✓ nrvr �n. ��."� p.,.,., ,u ",,, «, .... ,,...,.r..._. . - - - _... _ . - � - 3'3" �Sr3 bII DOOR 3 68 DOOR RESTROO — 91101. b v 'jal 44, '.41' m i!) -t J gyp] I ' —t' o" >F _ I' FEMALE —69 3068 DOOR ADA 3068 DOOR C -J)" 3068 DOjR RESTROOM 7',POOL TABLE 60" 0 00 0POOL TABLE AREATABLE AREA :o 120'0" OUD v ❑ ruffi 21'3" 7'11"_ -- '- _LQ / m 0 / ® b 8" 13' 1 1/2 ' j —= �— — 26'7 1/4 Ll fy. 01 ®/ KITCHEN CL O m wO J 0 7. 9.. ) co r a, 7 Jm 101 p 3168 — n I - F 70" X 70" I n I v 7 WALK IN l " COOLER 3068 DOOR ° (KEGS) ° 9' U" 9'7 3/4 " 4' 8" 3' 10" Y — — .- .... mmmm Immm_m mm 40 1 � 7 POOL TABLE 0 �o 00 35' 0' —— 6' 0" 7' 1 3/4 " 0 0 c� O i I P ) 1� I l� I 0 12' 7" BAR AREA 0 i i i 731/2" I 0 0 0 4' 7" 17 a � Cn ky) COMMON AREA 14'61/2" —10'73/4" FIXTI �g o ❑ �0 v URY STORAG � i� O 6 24' 5 1/4 " 7'"POOL TAE POOL TABLE AREA b 5'4" 1 0 ZO 7TOOL ALE ca T.POOL TABLE 4 b 19'81/2" 0 co va ..._.O_____—____�I Q _ m q 0 I I m 01 35,01, - ---------------------— ___.____. _-.____.--____.____ ------------— —.---------- ._____.----- -- - ---- 120'0" — DIMENSIONED FLOOR PIAN SCALE; 3/161'=1'-0" 0 O W DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 51H EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Q T e= OC � CcCyD Q 0 Lu I �C,LL z —1 ti - Q_ Z Q U C) i� O C/D CV C/D LJJ ca �_ L11 F- F -- f— 'L-Li 7 LW w q r) C L1J m ui ® D 0z O z CCr— (� 00 w O o LL cn J Q Lf CL r.�„ ✓J >- - W - T © N 0 EPI ENGINEERED PERMITS, INC. L,J Uj 311 SOUTH WOODLAND BIUD. SUITEA _ DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epi9epienq.net 0 O W DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 51H EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, W n SHEET N0, A-4 DATE: 12-5-17 l�/5/20IT 3:40:05 PM M:\Cue--phoria E31llards�Cuephhvria 3 SanfordWrch SheefsV�ImenslonedFloorPlan03,dgn Q T e= OC � CcCyD Q 0 Lu I �C,LL —1 ti - Q_ Z Q U C) � C/D CV C/D LJJ ca �_ L11 F- F -- f— 'L-Li 7 LW r) C W n SHEET N0, A-4 DATE: 12-5-17 l�/5/20IT 3:40:05 PM M:\Cue--phoria E31llards�Cuephhvria 3 SanfordWrch SheefsV�ImenslonedFloorPlan03,dgn HOUR 120' TJ° ---DOORS w/ •Y PANIC )1 HARDWARE PROPOSED FIRE EXIWGUISHER MINIMUM RATING CIF 3A -40:8:C DOORS W/ PANIC HARDWARE _ ADA \ 3 Xd DOOR 3U6 70R - `�p oa / \ / O FIRE PANEL COMBO EMERGENCY J 111 SQ F I I- I COMBO EMERGENCY OFFICE I COMBO EMERGENCY EXIT / LIGHT r/ _ ./ EYtf / LIGHT 78 SOFT I _ _ EXIT ILIGHT 1 L11 i 7 ® I PROPOSED FIRE EXTINGUISHER �� _ I KITCHEN % (NEW) EM LIGHT EMERGENCY / MINIMUM RATING OF 3A-40:B:C ®9 I •� / 532 SQ.FT � ............. .......... / `�I 3 Lj�AVkL DISTANCE _ 3 STORAGE FUNCTION OF SPACE • 123 SF / 3UU SF PER OCCUPANT / 1 PEOPLE E. � I 3068,7 ® ' DRY STORAGE � I NEW --A123 SQ.FT / ^ EMERGENCY LIGHTINGKEGS IN FOR I o / EW ADA RESTROOM 1 WOT 36 SQ.FT 068 DOOR 151 SQ.FT 3068 DOOR I I I / 3 I ( FA / .--.- PASS THROUGH � I ' ..........-.......... S(ViJP,GE FUNCTION OF SPACE ( C I I 36 SF / 300 1 PEOPLE SF PER OCCUPANT = I r — — — ^---.-.—...... T..... I I 1.PII�LIA LE `� LE 4 ( I �i19 I I '/.POOLfA9LE ® I u- I I 7''.PO LE I Nj O BPoi a 0 I I I - �� c 4 I 7oPOLE 7 OOL TABLE ® I I u I 7oPO LE O O I I CL ALE I I I I I I BILV+RDS/ASSEMBLY Q O I ^ --- BILlN2USIASSEMBLY I AREA I COLUMN MF/{ 2757 SQ.PT C 9 28505Q.FT Q IEXISTING T- � � « COLUMN /`y /"°� j'y ��� X) 7;1001. TABLE 7;PO�LE ® I 0 `�J 0 O 71001. TALE ,® 7',1001. TAB LE - fQ �i ► � I `Ilj ��' Y I I I I I I I TA LE 7 LE LIGHTING I _ I EMERGENCY I I 7'POO A 1.PO LE , ---.. ------ EM LIGHTING I �.,_;.,. F.M GLIGHTING I I I I I q ASSEM I.Y AREA ��I I� I O I n�. z>n'� EDGE OF CARPE -''-j I k 2573 SQ.FT EDGE OF CAfiPE(-%' /TILE F CARPET— ( IILE INANSI7I0P Uy td � I�7 -PIO�LTA LE ,4 � I I I I I k 7'�Pl ABLE 9"e1OLE I 9'OOfEflu \ NEW COMBO EXIT/EMERGENCY I I ` DOOR TO REMAINED L_� TRAVEL DISTANCE = 63' LIGHTING y -\ \ _I :• LOCKED AND NOT -- -- -- LOCKED ^- _. TRAVEL DISTANCE _= 14'— _ . . -r OTOREFRONT PROPOSED FIRE EXI INGU61IER � DOORS PRCPOSED FIRE EXBNGUISI TER NEW COMBO EXIT / EMERGENCY - MINIMUM [WING OF 3A-4U:6:C ( MINIMUM RAZING OF 3A-40:B:C LIGHIING 4tI86d04QOU X 08 rf080 090 408T7 401 SHUPFRUNI SHUPHRUNT SHOPFRONT SHOPFRONT SHOPFRONT SHOPFROM 5HOPFRONT WINDOW WINDOW WINDOW I V 31 WINDOW WINDOW WINDOW WINDUW SHOFFRODT SHDPFRONT SHOPFRO T 5HOPFROPT WINDOW WINWW WINDOW WINDOW SHOPFRONT SHOPFRONT SHOPFRONT WNDOW WINDOW WINDOW SIT PFRONT SHOPFRONT `HOPFRONT SHOPFRONT SHOPFRGNT WINDOW WINDOW WINDOW WINDVW WINDOW 5HOPFRONT WINDC7W `HOPFRONT %QPFRONT o WINDOW WINDOW 1 1 I 18' MINIMUM it 24" PREFERRED I I I PAPER TOWEL q .� ---'- `EDGE OF WALKWAY AWNING ^- J - `EDGE OF WALKWAY AWNING L - EDGE OF WALKWAY AWNING TOTAL UNDER ROOF AREA; 9,335 S,F, GROSS TOTAL PEOPLE: 381 COUNT OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 278 = 77 INCHES MIN, REQUIRED NOTE! x 12:;N;F THE DOOR 36" MIN — (A) FRONT APPROACHES PROVISIONS FOR BARRIER FREE DOOR(S) MIRRO Plumbing: Florida Plumbing Code 2014 5th EDITION ADA: Florida AccessIbIII Code 2014 5th EDITION PUSH SIDE Lu 1 1 I 18' MINIMUM it 24" PREFERRED a I PAPER TOWEL I o� KITCHEN AREA: 555 S.F. / 100 S.F. NET PER PERSON = 6 PEOPLE CL TOTAL UNDER ROOF AREA; 9,335 S,F, GROSS TOTAL PEOPLE: 381 COUNT OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 278 = 77 INCHES MIN, REQUIRED NOTE! x 12:;N;F THE DOOR 36" MIN — (A) FRONT APPROACHES KNEE/TOE HAS BOTH A CLOSER AND A LATCH. INTERIOR FINISHES CLASS TABLE 803.9; -------------- PULL SIDE I EXITS; 'A EXITACCESS; 'B' OTHERSPACES; 'C' 4 TNI �Mt Lu x i OWNER TO SELECT MANUFACTURE ) I PUSH SIDE 00 EGRESS DOORS Q (B) HINGE SIDE APPROACHES a NOTE: y=481NMIN. TDOW HAS - It - 151, J(- 42" MIN NOIE: X - 361N MINIMUM IF y - 601N X = 42 IN MINIMUM IF y = 641N, BY STAFF, BOTH A LATCH AND A CLOSER, u Lu p PULL SIDE r--'- -� 24° MWIMUM w PUSH SIDE r ---� 24'MIN. I � 6. REAR EXIT DOOR SHALL HAVE PANIC HARDWARD INSTALLED. ^ a i x J � I � a NOTE:y=641NMINIMJMFITE DOOR IWSACLOSER, a Lr (C) LATCH SIDE APPROACHES NOTE:y=49INMINMJMIFTHE DWRHAS ACLOSER. Z =� OD LLI C9�(nw 2 V tf— o Qa A LIFE SAFETY PLAN SCALE: 3/16"=1'-0" MIRRO Plumbing: Florida Plumbing Code 2014 5th EDITION ADA: Florida AccessIbIII Code 2014 5th EDITION " MIN OPTIONAL Gas: Florida Gas Code 2014 5th EDITION Elecirical; Natlonal Electrical Code 2011 EDITION OCCUPANCY GROUP ITABLE 1004,1,1 PAPER TOWEL ASSEMBLY AREA (UN -CONCENTRATED COMMON AREA): 2,613 31, / 0 S,F, NET PER PERSON = 0 PEOPLE o� KITCHEN AREA: 555 S.F. / 100 S.F. NET PER PERSON = 6 PEOPLE 11" MIN TOTAL UNDER ROOF AREA; 9,335 S,F, GROSS TOTAL PEOPLE: 381 COUNT OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 278 = 77 INCHES MIN, REQUIRED 17"-25" 36" MIN — _DETAIL' KNEE/TOE CLEARANCE A LIFE SAFETY PLAN SCALE: 3/16"=1'-0" Two JfF EDGE OF CONCRETE WALKWAY DETAIL: WALL HUNG TYPE URINAL APPLICABLE CODES Building: Florida Building Code 2014 5th EDITION Plumbing: Florida Plumbing Code 2014 5th EDITION ADA: Florida AccessIbIII Code 2014 5th EDITION Life Safety: Florida Fire Prevention Code 6th EDITION OPTIONAL Gas: Florida Gas Code 2014 5th EDITION Elecirical; Natlonal Electrical Code 2011 EDITION OCCUPANCY GROUP ITABLE 1004,1,1 PAPER TOWEL ASSEMBLY AREA (UN -CONCENTRATED COMMON AREA): 2,613 31, / 0 S,F, NET PER PERSON = 0 PEOPLE ASSEMBLY AREA (UN -CONCENTRATED POOL TABLE AREA): 5,607 S.F. / 15 S,F, NET PER PERSON= 314 PEOPLE KITCHEN AREA: 555 S.F. / 100 S.F. NET PER PERSON = 6 PEOPLE DISPENSER TOTAL UNDER ROOF AREA; 9,335 S,F, GROSS TOTAL PEOPLE: 381 COUNT OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 278 = 77 INCHES MIN, REQUIRED 6" MAX 36" MIN — CONSTRUICTIO TABLE 503 TYPE PROTECTED DE MAX ALLOWABLE SPRINKLERED AREA 9,500 S.F. INTERIOR FINISHES CLASS TABLE 803.9; F— EXITS; 'A EXITACCESS; 'B' OTHERSPACES; 'C' =1 0 OWNER TO SELECT MANUFACTURE 0:: 2. PROVIDE DOOR CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS 3. ALL CLOSET DOORS DOOR HARDWARE SHALL BE ABLE TO BE OPENED FROM THE INSIDE ALSO, 16"-18" - It - 151, J(- 42" MIN MIN BY STAFF, ELEVATION; H/C TOILET ROOM 5. ALL LOCKS SHALL BE THUMB STYLE. ALL HANDLES ARE ADA COMPLIANT LEVER STYLE, 6. REAR EXIT DOOR SHALL HAVE PANIC HARDWARD INSTALLED. Two JfF EDGE OF CONCRETE WALKWAY DETAIL: WALL HUNG TYPE URINAL APPLICABLE CODES Building: Florida Building Code 2014 5th EDITION Plumbing: Florida Plumbing Code 2014 5th EDITION ADA: Florida AccessIbIII Code 2014 5th EDITION Life Safety: Florida Fire Prevention Code 6th EDITION Mechanical: Florida Mechanical Code 2014 5th EDINON Gas: Florida Gas Code 2014 5th EDITION Elecirical; Natlonal Electrical Code 2011 EDITION OCCUPANCY GROUP ITABLE 1004,1,1 PROPOSED BUILDING USE; ASSEMBLY "A-3" – ASSEMBLY AREA (UN -CONCENTRATED COMMON AREA): 2,613 31, / 0 S,F, NET PER PERSON = 0 PEOPLE ASSEMBLY AREA (UN -CONCENTRATED POOL TABLE AREA): 5,607 S.F. / 15 S,F, NET PER PERSON= 314 PEOPLE KITCHEN AREA: 555 S.F. / 100 S.F. NET PER PERSON = 6 PEOPLE OFFICE AREA: 78 S.F. / 100 S.F. NET PER PERSON = 1 PERSON TOTAL UNDER ROOF AREA; 9,335 S,F, GROSS TOTAL PEOPLE: 381 COUNT OCCUPANCY CAPACITY: ,2 INCHES PER OCCUPANT X 278 = 77 INCHES MIN, REQUIRED PROVIDED EGRESS: (8) 36" EGRESS COORS = 288" INCHES Mk DISTANCE OF TRAVEL TO EXIT = 15' (ALLOWED)�� CONSTRUICTIO TABLE 503 TYPE PROTECTED DE MAX ALLOWABLE SPRINKLERED AREA 9,500 S.F. INTERIOR FINISHES CLASS TABLE 803.9; F— EXITS; 'A EXITACCESS; 'B' OTHERSPACES; 'C' 1. S.S. FINISH LEVER, PREMIUM GRADE LEVER ACTION HARDWARE TO BE USED 0 OWNER TO SELECT MANUFACTURE 0:: 2. PROVIDE DOOR CLOSER @ ALL BATHROOMS, EXTERIOR DOORS, EGRESS DOORS 3. ALL CLOSET DOORS DOOR HARDWARE SHALL BE ABLE TO BE OPENED FROM THE INSIDE ALSO, z 4. BATHROOM DOORS SHALL BE ABLE TO BE OPENED FROM THE OUTSIDE 0 BY STAFF, 5. ALL LOCKS SHALL BE THUMB STYLE. ALL HANDLES ARE ADA COMPLIANT LEVER STYLE, 6. REAR EXIT DOOR SHALL HAVE PANIC HARDWARD INSTALLED. LEGEND (_ - PATH OF EXIT TRAVEL O TRAVEL DISTANCE ORIGIN EXIT DOOR VJI PANIC HARDWARE - SINGLE DOOR 36" CLEAR/ (0.2)= / PERSON �G FIRE EXTINGUISHER ATOP OF EXTINGUISHER SHALL NOT BE GREATER THAN 5' AND THE BOTTOM FIA1L BE GREATER THAN 4" FROM THE FLOOR.) FIRE SPRINKLERS 1N EXISTING FIRE SPRINKLER SYSTEM. A MSIS AND IS FUNCTIONING IN THE SPACE. ASEPARATE FIRE SPRINKLER PERMIT WILL BE FILED UPON NOTICE OF COMMENCEMENT 21 ALL SPRINKLER PIPING EXPOSED iN UNHEATED AREA MUST BE PROTECTED NACCORDANCE WIH NFPA 13:8.16.3.1 MUST FAVE TREEZE PROTECTION' z z U U) U LU W ® U DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "CII, THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. Z z Cr� C O _ 8 W � QLU O ILL. 1.1 Q LTJ ��O W LL LU Q C1111 co co Ir O w a. � O U LJJ —J F— F_ T� 0 W 0:: U_ z 0 Q Lr CL m W Ww I�;N E,,,,P z m ENGINEERED PERMITS, INC. IJ I 311 SOU 11-1 WOODLAND BIVO. SUITEA _ DELAND, FL 32720 r PHONE:386-134-0830 FAX: 386-734-8226 CERT NO. 26298 EMAIL: epi@epienpet DESIGN STATEMENT; THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "CII, THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. SHEET N0, U 9 DATE: 12-5-17 -- — 12/6/2017 8:13:00 AM M:\Cue-phoria Billords\CuephorN 3 Sanford\Arch aheets\! ifeSafelyPlan03.dgn r Cr� C O _ 8 W � QLU `� 1.1 Q LTJ ��O W LL LU Q C1111 co co LJJ —J F— F_ T� 0 W 0:: SHEET N0, U 9 DATE: 12-5-17 -- — 12/6/2017 8:13:00 AM M:\Cue-phoria Billords\CuephorN 3 Sanford\Arch aheets\! ifeSafelyPlan03.dgn 120'0" WALKWAY AWNING EDGE OF CONCRETE WALKWAY L_-------------- I L_ _-----__--__--._._�..__.__..-�.---------___---- I � --__._____— ------------------- �– EDGE OF WALKWAY AWNING \'—EDGE OF WALKWAY AWNING— EDGE OF WALKWAY AWNING GENERAL NOTES: KEYED NOTES: TRANSITIONS FROM ONE ROOM TO ANOTHER O CENTER FULL TILE FLOORING ON CENTER A, SHALL BE DONE UNDER CENTER OF DOORS OF ENTRANCE DOO SQUARE FOOTAGE LISTED ON FINISHED FLOOR PLAN O THRESHOLD AT EXTE% B' ARE FROM FACE OF WALL TO FACE OF WALL TO COMPLY WITH LO(OR DOORS THRESHOLD CAL ACCESSIBILITY REQUIREMENTS. FLOOR FINISH A. SELECTED FLOOR TILE COVERINGS AS PER OWNER / GENERAL CONTRACTOR SOPCIFICATIONS FLOOR FINISH PLAN SCALE; 3/16"=1'-0" EDGE OF CONCRETE WALKWAY _ LL U) uj � W 0 W m Lu � o DESIGN STATEMENT. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 51H EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Z z O~ V L� OWJ !�^ vD 0 a- U ~ O O Li O c\� cra tom. �. a U)0 Lu nc O CD Lu O �p vim a � n (JD v ' _I C m w LLd cr� N EPI L LI ENGINEEIIED FERMI LS, INC. W 311 SOUTH WOODLAND UIVD. SUITE A _ DELAND, FL 32720 / PHONE: 386-734-0830 0 FAX: 386-734-8226 CERT NO. 26298 W EMAIL: epi@epieng.net DESIGN STATEMENT. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 51H EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Z Q T O~ V L� OWJ !�^ vD LIJ <r- ry- 1 U ~ O O Li O c\� cra tom. MTM L_L_I CD Lu O LJ I (JD SHEET N0. A-6 DATE: 12-5-17 - 12/6/2017 8:23:46 AM M:\Cue--phorla Billards\Cuephorla 3 Sanford\Arch Sheets \FloorFinTshPlon03.dgn I , TRIMMED STUD TO FIT WITHIN VERTICAL TRACK WITH #10 SCREWS AT 24" O.C. MAX EACH SIDE 2 ONE FULL HEIGHT STUD MINIMUM FOR OPENINGS GREATER THAN 4'-0" ADDITIONAL FULL HEIGHT STUDS AS REQUIRED FOR BRACED WALL OR x PER PLAN - ATTACH BUILT-UP I STUDS PER TYPICAL DETAIL fi (9) 3, VERTICAL TRACK (KING STUD) x (7) FULL HEIGHT x 4, STEEL HEADER PER PLAN TO FIT WITHIN x I VERTICAL TRACK AS SHOWN - 2-#10 SCREWS AT 24" O,C, TOP AND BOTTOM I SEE TYPICAL HEADER DETAIL (5) 5• CRIPPLE WALL CONSTRUCTION TO I MATCH ADJACENT WALLS I (8) 6• CONTINUOUS TOP TRACK (2) 7, #10 SCREWS AT 2" O.C. - TRACK TO HEADER EACH SIDE I x I 8, CLIP STUD ATTACHMENT USING I 3" LONG STUD OR2X2X20GA, X 3" LONG ANGLE - 2 #10 SCREWS TO STUD AND TRACK I 9. 1-#10 SCREWS AT 12" O,C, (1) (3) HIGH HEADER (3) � (2)1 (1) I I PLAN - JAMB I I fi I I x I (2) ALL STUDS MUST BE 20 GA OR HEA\ I t I I I I I x I I I . I (3) NOTE: HEADER MAY BE CONSTRUCTED HIGH LOW HEADER - TO OCCUR AT OPENINGS OR LOW - LOW HEADER REQUIRED LARGER THAN 10'-0" WIDTH AT OPENING I GOR LARGER TYPICAL HEADER CONSTRUCTION A SCALE; NTS, 20 GA, STUD TO Q METAL ABOVE BRACING FASTEN TO STEEL w/ (4) #12-M 3/4" TEK SCREWS REFLECTIVE CLG, ONE(1) LAYER 5/8" TYPE X GYP, BD, C EACH SIDE 2 X 4 METAL BOTTOM 20 GA. PLATE FASTENED TO CONCRETE w/ POWER ACTUATED FASTENERS STARTING 6" OF EACH END 32" O,C n1YP. WALL SECTION DETAIL 1, 2 X WOOD TOP PLATE - 2 X 4 OVER (1) (2) 3112" AND 4" STUDS OR 2 X 6 OVER 6" STUDS - TRACK TO WOOD PLATE WITH #10 SCREW AT 24" O.C. SPLICE OVER STUDS I I I I I I I 2, CONTINUOUS TOP PLATE 25 GA STUD AND TRACK WITH 3410 SCREW (3) j (3) AT 16" O,C, AS SHOWN I I I I MATCH WALL STUD WIDTH I I I I 3, CONTINIUOUS TOP TRACK I I I 1 SPLICE PER TYPICAL DETAILS, I I I I I I I I 4, STEEL STUD WALL I I I I I I I I (4) i i (4) I I i I NOTES: 1, TOP PLATE CONSTRUCTION AS I I I I SHOWN REQUIRED ONLY WHERE I I I I IRUSSES OR JOIST DO NOT ALIGN I I I I OVER STUDS AT BEARING WALLS I I I I I I I I 2, TOP PLATE CONSTRUCTION MAY I I I i NOT NECESSARILY BE SHOWN ON I I I I OTHER DETAILS BUT SHALL BE USED AT ALL BEARING WALL WHERE TRUSS OR JOIST DOES WOOD OPTION STEEL OPTION NOT ALIGN OVER STUDS, TYPICAL OPTIONAL TOP PLATE AT NON STACKED BEARING SCALE: N,T,S, OPTION 1 (7) (2) (4) --_-I_r-_____ OPTION 2 (7) (2) (4) -------I-1-I_-FFT------ 1. SPLICE TRACK BETWEEN STUDS ONLY IF NO LOAD IS STACKED BETWEEN STUDS 2, TOTAL NUMBER OF SCREWS AT EACH SIDE OF SPLICE - SEE TABLE BELOW 3, STEEL STUD 4, CONTINUOUS TOP TRACK - 25 GA MIN UNLESS NOTED OTHERWISE 5, SINGLE 2" X 16 GAUGE STRAP AT TOP OR STRAP TO EACH FLANGE, 6, STEEL STUD BLOCK - TRIM FLANGE AT OPT 2X 7, MINIMUM LENGTH OF SPLICE STRAP SUCH THAT SCREWS ARE 314" MIN SPACING AND EDGE DISTANCE IN 2 ROWS OF SCREWS I I NOTES: TOP TRACK MAY ALTERNATELY BE (5) I SPLICED OVER HIGH HEADER (HEADER �(3) j UNDER TRACK) WITHOUT STRAP - SCREW OPTION 3 EACH SIDE OF SPLICE PER TABLE TYP, TOP TRACK SPLICE AT EXTERIOR OR BRACED WALL SCALE: NIS, 1, KING STUD TO MATCH ADJACENT 2, CRIPPLE STUDS TO MATCH ADJACENT (4) 3, TRACK - TRIM WEB AND ATTACH TO KING STUD WITH #10 SCREW EACH SIDE OR USE CLIP STUD AS ALTERNATE -F -( VT ---------T+ MATCH ADJACENT WALLS r ---------- ITT STEEL HEADER PER PLAN _-------T+ CONTINUOUS TRACK r -(- 2 - #10 SCREWS AT 24" O.C. I I I I I 1 I I I I I I (2) I I 1 I 1 I I I I I I I I (2) I I i I I I I I I I I I I (6) I I I I I I I 1 I I I I I I AND GUAGE AS HEADER, 6"-18ga STEEL STUD ±L -------- L -L -------- 1-L----__ TOP AND BOTTOM AND 6" MAX O.C. HEADER WEB TO STIFFENER. - SPLICE PER TYPICAL TOP TRACK Lu ❑� I I I I (3) (1) (1) 1 I I I I ��SMALL OPENING IN NON -LO ATTACHMENT -SEE TYPICAL HEADER DETAIL 4. CONTINUOUS TOP TRACK 5. ADDITIONAL KING STUD WHERE SPECIFICALLY NOTED ON PLANS OR AS REQUIRED FOR BRACED WALL 6, ALTERNATE CLIP STUD ATTACHMENT - SEE TYPICAL HEADER DETAIL (5) NOTE: DETAIL TO BE USED ON NON BEARING WALLS - ONLY WHERE NO HEADER IS SPECIFICALLY NOTED ON PLANS AD BEARING WALL SCALE; N,T,S, (3) (5) HEADERS (6) -� N (6) 1. CRIPPLE WALL CONSTRUCTION TO INTERIOR NON-BEARING MATCH ADJACENT WALLS 2• STEEL HEADER PER PLAN 3. CONTINUOUS TRACK 4. 2 - #10 SCREWS AT 24" O.C. 5, 1410 SCREW AF 12" O.C. (3) 6, STIFFENER AT BEARING STIFFENER C� OF STUD OR TRACK, SAME SIZE AND GUAGE AS HEADER, 6"-18ga STEEL STUD MAX TRIM STIFFENER FLUSH WITH 0 O HEADER FLANGE 2-#10 SCREW CONTINIUOUS 20 GA BOTTOM TRACK TOP AND BOTTOM AND 6" MAX O.C. HEADER WEB TO STIFFENER. TYPICAL WALL STUDS UNLESS NOTED OTHERWISE ON PLANS SCALE; N,T,S, INTERIOR NON-BEARING BRACED AND BEARING WALLS 1, CONTINIUOUS 20 GA TOP TRACK 4" X 20 GAUGE UNLESS NOTED OTHERWISE BEAM USE SIMILAR CONSTRUCTION WHERE v - SPLICE PER TYPICAL DETAIL O NOTE: C� 2. STEEL STUD �o w 0 O 3, CONTINIUOUS 20 GA BOTTOM TRACK Ir (4) - SPLICE PER TYPICAL TOP TRACK Lu ❑� DETAIL ALONG LENGTH OF BRACED cy:) WALLS OTHERWISE SPLICE PER z 6i GENERAL NOTES 4, #8 SCREW MIN EACH SIDE OF TRACK F- Q - STUDS TO SEAT FIRMLY INTO TRACK Lu cl) CD AT ALL LOAD BEARING CONDITIONS S rte_ 5, HORIZONTAL BRIDGING AS REQUIRED PER GENERAL NOTES (5) 6, OPTIONAL WOOD OR STEEL TOP PLATE TO BE USED ON BEARING WALLS WHERE TRUSSES DO NOT ALIGN OVER STUDS it SEE TYPICAL DETAIL TYPICAL WALL STUDS UNLESS NOTED OTHERWISE ON PLANS EXTERIOR AND INTERIOR NON-BEARING BRACED AND BEARING WALLS NON -BRACED NOT USED 4" X 20 GAUGE AT 24" O.C. NOTE: SEE GSN FOR MINIMUM PROPERTIES OF STEEL SECTIONS, --_ - - - SCALE: NIS, (6) (2) 1, TRIMMER STUD UNDER HEADER (4) MATCH ADJACENT WALLS 1 _ 2. VERTICAL TRACK FULL HEIGHT rill 3. ADDITIONAL KING STUD I I I 4. 6" LONG TRACK IIE AT STUD I I MIDHEIGHT WITH 2 - #10 SCREWS J _ J AT EACH SIDE (3) 5. VERTICAL STUD FULL HEIGHT 3 OR MORE STUDS AT OPENING - 6• #10 SCREW AT 32" O.C. 2 STUD AT HEADER (6) (6) (4) (5)_- -� xx F(- (- -1 (5) T" T I I I I I i I I (4) 2 STUD POST 3 STUD POST PLAN TYR BUILT-UP STUD AT POST OR JAMB SCALE; N,T,S, ®I o DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Z Z z ---1 Qac r�� v w O C� Z �o w 0 O CGw Ir Lu ❑� cy:) z 6i U F- Q W Lu cl) CD m S rte_ J O mLu Lu ti c¢Lo ❑ N CD EF z m -1 L.1I�1I ENGINEERED PERMITS, INC. L_L_I 311 SOUTH WOODLAND BIVD. SUITE A _ DELAND, FL 32720 r PHONE: 386-734-0830 �J FAX: 386-734-8226 CERT NO. 26298 I ' I EMAIL: epi®opieng.not DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, l\Ar h Ci mfr\/laf P/r�l� ilnn 21512o J.119' JC t -m M. \('uCi -1 oo/ IG UIIIU/VJ \I.UGflllut Iv J Jvlll Vl v wil wl . 'lvviv SHEET N0, DE -1 DATE: 12-5-17 C/) z ---1 Qac r�� w O C� w CGw Ir Lu cy:) 6i U F- D W CD m S rte_ crn l\Ar h Ci mfr\/laf P/r�l� ilnn 21512o J.119' JC t -m M. \('uCi -1 oo/ IG UIIIU/VJ \I.UGflllut Iv J Jvlll Vl v wil wl . 'lvviv SHEET N0, DE -1 DATE: 12-5-17 u6p•�'0911DJOC/\s100t/ c/,oar/\paoJuD;- f o1aogdanj\span///g o/aogd—anJ\:R R 99 9f:Q LIOZ/9/ZI 1�-w :ava 'IdnIOndIS alSOIONI NV SV adN91S3a N3d8 SVH d2J(l 3ndiS SIHl']dnSS1dd NOISda JSd 1Z-/6 L+ d NO a3S`d8 adN91S3a MIM ONIMVIO (INV SININOdWOO IHI 'II M0911VO AM SV GNOIS]a N3N S`dH idniondis SIHI MO031VO ]dASOdX3 aNIM NI X09 aNOOIS d HdW 0V L A0 a3IdS aNIM IIVAII]n Nd 'NOISla ld2Jf1 ondiS NO 9 L d]IddHO 9NIa(11ONI'0 1-13OSd aNV IaOO 9NI(IIIn9 VGId011 N011lad H19 b 106 IHI 9NIM01101 QN91Sla IdIM SNV1d ISIHI 'ONIIIHS :INIAII IS NSISIQ 13NVd a]1VdOd2f IMIS MINIVIS N3d9'EZ ,9L'6 = 11-iSI3H d3dnVa AINO 3nn10A AmdSSV dnniwmiJ 210 A1NO Vim :dEIdnVa 1VNOIld( pu 6uoldo&do :IIVWd m 8UW*0NIH30T .% 9GG8-6EL•98E XVJ 0E80-K&98E:DNOHd ULL 0J '0NVI3CJ V 311f1S 'UAEI ONVICOOM H1nOS f 4E 'ONI'SIMUDd U3EJ33NIJN3 _ m m 3 0 Id3 V1. LE M C� 1H Ul —1 m d O a M N CTi 0 �'V 5NIW0038 NVJ ]Hl 1f1OH11M °31nNIW 9 L F— r- rn V J0001213dVdOJ 0-9LE)J-0091V ddMOlfl SdOcIVA 3SV321S SNINdnu SNI1SAVHX3 3IIHM rn AISnonNI1NOa ]1Vd3dO ism NVJ 1snVHX3 MI dA -321V1 1Vn210NUV �— n mn�C H01HM NVJ 3FI1 Ol S103JJ3 SNIMOIWIK ANV 1nOH11M aNV 'Wn1218111ni _............ ...........I L......... ........... ............ ......... ........... .... _................... .... ..... ........... .............. ............ ........... ........... .........., ........... ELECTRICAL & LI HTING PLAIN SCALE; 3/16"=1'-0" 0 ELECTRICAL NOTES 1: ALL CONSTRUCTION SHALL FOLLOW THE NEC 2011 EDITION. 2. ALL WIRING SHALL BE IN PROTECTED RACEWAYS, 3: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE POWER COMPANY ON CHANGES TO THE TRANSFORMER, 4, SEE THE SPECIFICATIONS PACKAGE FOR LIGHT FIXTURES, 5. RIDGID EMT SHALL BE USED FROM THE PANEL TO THE AREA THEY SERVE, MC CABLE IS PERMITTED ON BRANCH FEEDERS, 6, BOLT IN BREAKERS SHALL BE UTILIZED IN MDP: 7: ALL EXTERIOR DISCONNECTS SHALL BE REPLACED WITH NEW, 8. CONTRACTOR SHALL COORDINATE WITH POWER COMPANY ON TRANSFORMER CAPACITY: LEGEND Z Z 4'2 LT T8 120V STRIP FIXTURE ry —c� LOW PROFILE 48" X 10" L-uc� 44 LT T8 120V STRIP FIXTURE a LOW PROFILE 48" X 24" O a 4' 2 LT 32W T8 VAPORTITEFIXTURE 120V BALLAST —z–=–I ELECTRONIC ✓ SUSPENDED POOL TABLE LIGHTS 120V CV Q HANGING LIGHTS 120 V tJ RECESSED CEILING LIGHTS S): � COMBO LED EXIT SIGN/EMERGENCY LIGHT LTJ � DUPLEX OUTLET CD DUPLEX OUTLET Lu D GFI OUTLET GFI LTJ SWITCH v 3 WAY SWITCH ® FLUSH WALL OUTLET BOX Q JUNCTION BOX 220V OUTLET DESIGN STATEMENT; THESE PIANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN: AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C" THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Z Z �-- J ry —c� CD L-uc� ry- L J U O a I rr- => O W 06 U LJ_1 C `D CV Q z U O Lu ¢ O O LTJ � J CD Lu D u- Q LTJ c=n z d`°✓a LuLu to `rD.. m w p N 0 EPI z ( 1 i. _ ENGINEERED PERMITS, INC. LTJ W 311 SOUTH WOODLAND BIVD, SUITE A _ DELAND,FL32720 r PHONE: 386-734-0830 v FAX: 386-734-8226 CERT N0.26298 EMAIL: epi9epieng.net DESIGN STATEMENT; THESE PIANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN: AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C" THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A +19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, SHEET N0, E-1 DATE: 12-5-17 r•e.__I— I !_e.^l -n l—'1 ,. .- l...t_._I fl!_.. /17 —I-- 121bMN .5:-W:UC CSlllu/u�;\Cutplullu J Jur[lVlu vucri �rrcc�� �ryinurya rccrr rwrr rwrv�.vyrr z z r �-- J ry —c� CD L-uc� ry- L J U Q I rr- => O W 06 U LJ_1 C `D CV Q z LTJ � J CD Lu D �- w Q LTJ c=n SHEET N0, E-1 DATE: 12-5-17 r•e.__I— I !_e.^l -n l—'1 ,. .- l...t_._I fl!_.. /17 —I-- 121bMN .5:-W:UC CSlllu/u�;\Cutplullu J Jur[lVlu vucri �rrcc�� �ryinurya rccrr rwrr rwrv�.vyrr EXIST PANEL SCHEDULE A-1 PANEL: A-1 — SYS. RMS. AMPERS: 10K TYPE: SURFACE AMPS: 400 MAIN BREAKER AMPS: MLO VOLTS: 120/208 PHASE: 3 CIRCUIT BREAKER DESCRIPTION LOAD WIRE GROUND CONDUIT 1 20 POOL TABLE AREA RECEPTACLES 1200 VA 12 12 '/2' 3 20 POOL TABLE LIGHTING 720 VA 12 12 '/2' 5 20 POOL TABLE LIGHTING 720 VA 12 12 1/2' 7 20 COOLER STORAGE LIGHTING 240 VA 12 12 1/2" 9 20 STORAGE ROOM RECEPTACLES 1200 VA 12 12 '/2' 11 20 BAR / WAITRESS TABLE LIGHTING 900 VA 12 12 '/2' 13 TOTAL SPARE 1200 VA 75,263 VA 12 1/2" 15 20 SPARE 720 VA 12 12 %2' 17 20 SPARE 1200 VA 12 12 1/2' 19 20 SPARE 1200 VA� 12 12 1/2' 21 20 SPARE 1200 VA 12 12 1/2' 23 20 SPARE 800 VA 12 12 1/2' 25 20 SPARE 1200 VA 12 12 '/2' 27 20 SPARE 1200 VA 12 12 1/2' 29 20 SPARE 1200 VA 12 12 1/z" 31 20 SPARE 860 VA 12 12 1/2 ' 33 SPARE 42 CIRCUIT CEHT NO. 26298 I ' 120/208Y 30 35 SPARE 37 THROUGH (FLEED(FE SPARE ED THROUGH 39 SPARE 41 SPARE PARALLEL LUGS) PARALLEL LUGS) 2 20 BAR RECEPTACLES 1200 VA 12 12 '/2' 4 20 BAR RECEPTACLES 1200 VA 12 12 1/z" 6 20 BAR REFRIGERATOR 1100 VA 12 12 1/2' 8 20 EMERGENCY LIGHTING 360 VA 12 12 '/2" 10 20 WATER FOUNT. / BEER TAP / SERVICE SINK RECEPT. 720 VA 12 12 '/2" 12 20 STORAGE ROOM LIGHTING 320 VA 12 12 1/2' 14 20 BAR LIGHTING 320 VA 12 12 1/2' 16 20 OFFICE LIGHTING 328 VA 12 12 1/2 " 18 20 WALK IN COOLER RECEPTACLE 1200 VA 12 12 1/2' 20 30 SPARE 1440 VA 12 10 3/a' 22 FZ SPARE 1440 VA 12 12 3/4' 24 30 SPARE 1440 VA 12 10 26 30 SPARE 1440 VA 12 28 SPARE 1440 VA 12 12 3/4' 30 SPARE 1440 VA 12 32 SPARE 1440 VA 12 34 SPARE 1440 VA 12 12 3/4' 36 SPARE 1440 VA 12 38 SPARE 40 SPARE 42 SPARE LOAD CLASSIFICATION CONNECTED (VA) DEMAND FACTOR DEMAND (VA) LIGHTING 4.300 VA 1.25 5375 VA RECEPTACLES 1ST 10K 10000 VA 1.00 10000 VA RECEPTACLES OVEF= 1 GK 15920 VA 0.50 7960 VA ELECTRIC HEAT 0 1.00 1200 VA COOLING 25,920 VA 1.00 25920 VA _ MISCELLANEOUS 26008 VA 1.00 26008 VA 12 1/2' 7 20 RECEPTACLE STORE FRONT 1200 VA 12 12 %z" 9 20 RECEPTACLE STORE FRONT ^ 1200 VA 12 12 %2" 11 20 RECEPTACLE SW WALL 1200 VA 12 12 _ t/z" 13 TOTAL 82,14-8 VA 1200 VA 75,263 VA PANEL_ "SUMMARY A -1/A-2 -jONNECTED 400 AMPS f �MAND 155 AMPS F--�,frARE CAPACITY 61 EXIST PANEL SCHEDULE A PANEL: A-2 SYS. RMS. AMPERS: 10K TYPE: SURFACE AMPS: 400 MAIN BREAKER AMPS: MLO VOLTS: 120/208 PHASE: 3 CIRCUIT BREAKER DESCRIPTION LOAD WIRE GROUND CONDUIT 1 20 RECEPTACLE STORE FRONT 1200 VA 12 12 1/z" 3 20 _ RECEPTACLE COLUMN 1200 VA 12 12 %2 5 20 RECEPTACLE STORE FRONT 1200 VA 12 12 1/2' 7 20 RECEPTACLE STORE FRONT 1200 VA 12 12 %z" 9 20 RECEPTACLE STORE FRONT ^ 1200 VA 12 12 %2" 11 20 RECEPTACLE SW WALL 1200 VA 12 12 _ t/z" 13 20 RECEPTACLE STORE FRONT 1200 VA 12 12 1/2" 15 20 DOOR ENTRANCE SENSOR 720 VA 12 12 %2' 17 20 RECEPTACLE NE WALL 1200 VA 12 12 1/2' �19 20 RECEPTACLE STORE FRONT 1200 VA� 12 12 1/2' 21 20 RECEPTACLE STORE FRONT 1200 VA 12 12 1/2' 23 20 SIGN 800 VA 12 12 1/2' 25 20 RECEPTACLE SALES FLOOR 1200 VA 12 12 '/2' 27 20 RECEPTACLE OFFICE 1200 VA 12 12 1/2' 29 20 RECEPTACLE OFFICE 1200 VA 12 12 1/z" 31 20 BATHROOM LIGHTS / FAN 860 VA 12 12 1/2 ' 33 SPARE 42 CIRCUIT CEHT NO. 26298 I ' 120/208Y 30 35 SPARE 37 THROUGH (FLEED(FE SPARE ED THROUGH 39 SPARE 41 SPARE PARALLEL LUGS) PARALLEL LUGS) 2 20 HOOD EQUIPMENT 1440 VA 12 12 1/Z' 4 20 RTU 1 1440 VA 12 12 I/2' 6 20 BAR REFRIGERATOR 1440 VA 12 12 t/2' 8 20 1440 VA 12 10 RTU 2 1440 VA 12 12 3/4' 12 SPARE 1440 VA 12 120/208Y 30 14 SPARE 1440 VA 12 16 30 RTU 3 1440 VA 12 12 Via" 18 3Q 1440 VA 12 20 30 (REACH IN FREEZER 1440 VA 12 10 3/a' 22 FZ RTU 4 1440 VA 12 12 3/4' 24 30 REACH IN COOLER 1440 VA 12 10 26 30 1440 VA 12 28 RTU 5 1440 VA 12 12 3/4' 30 SPARE 1440 VA 12 32 SPARE 1440 VA 12 34 RTU 6 1440 VA 12 12 3/4' 36 SPARE 1440 VA 12 38 SPARE 40 SPARE 42 SPARE EXIST PANEL SCHEDULE PANEL: K SYS, RMS, AMPERS: 10K TYPE: SURFACE AMPS: 150 MAIN BREAKER AMPS: MLO VOLTS: 120/208 PHASE: 3 CIRCUIT BREAKER DESCRIPTION LOAD WIRE GROUND CONDUIT 1 20 KITCHEN LIGHTING 720 VA 12 12 Y2" 3 20 RANGE HOOD 1200 VA 12 12 '/2' 5 20 PREP TABLE RECEPTACLES 1200 VA 12 12 „ 1/2' 7 20 ICE MACHINE 1440 VA 12 12 %2' 9 20 1440 VA 12 12 1/2' 11 20 KITCHEN APPLIANCE RECEPTACLES 1200 VA 12 12 %2' 13 20 GAS METER 720 VA 12 12 t/2" 15 30 ELECTRIC WATER HEATER 1750 VA 10 10 1/2' 17 30 400 AMPS @ 120/208Y VOLTS, J` 1750 VA 10 ww 19 SPARE EXIST PANELA-1 LLJ 21 SPARE EXIST 23 SPARE 400 AMP MLO 25 400 AMP MLO SPARE PANEL K 27 SPARE 120/208Y 30 29 SPARE 150 AMP MLO ENGINEERED PERMITS, INC. 31 311 SOUTH WOODLAND BIND. SPARE SUITE A _ DELAND, FL 32720 33 SPARE 42 CIRCUIT CEHT NO. 26298 I ' 120/208Y 30 35 SPARE 37 THROUGH (FLEED(FE SPARE ED THROUGH 39 SPARE 41 SPARE PARALLEL LUGS) PARALLEL LUGS) 2 20 HOOD EQUIPMENT 1200 VA 12 12 1/Z' 4 20 BAR RECEPTACLES 1200 VA 12 12 I/2' 6 20 BAR REFRIGERATOR 1100 VA 12 12 t/2' 8 20 1100 VA 12 10 SPARE 12 SPARE 400 AMP 120/208Y 30 14 SPARE 16 30 WALK IN COOLER CONDENSOR 1750 VA 10 10 3/4' 18 3Q 1750 VA 10 20 30 (REACH IN FREEZER 1750 VA 10 10 3/a' 22 30 150 AMPS 1750 VA '10 24 30 REACH IN COOLER 1750 VA 10 10 26 30 1750 VA 10 28 SPARE 30 SPARE 32 SPARE 34 SPARE 36 SPARE 38 SPARE 40 SPARE 42 SPARE OUTSIDE I INSIDE PANEL_ A-1 L A---2 z T w CONNECTED 11,728 VA (PANEL A-1) U 43,900 VA (PANEL_ A-2) TROUCONNECTED 1200 AMP 120/2EXIST 120/208Y 8Y 30 SERVICE c� W 2 U TOTAL_ CONNECTED LOAD 55,628 (BOTH PANELS) Lljw CD w --� i-- w C� w 400 AMP 200 AMP 120/20630 O 120/20830 0 55,628 VA / 300 = 155 AMPS @ 3 PHASE 0 0 400 AMPS @ 120/208Y VOLTS, J` PHASE PROVIDED ww EXIST PANELA-1 LLJ EXIST PANEL A-2 EXIST 400 AMP MLO 400 AMP MLO PANEL K 120/208Y 30 LPI 120/20BY 30 150 AMP MLO ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIND. SUITE A _ DELAND, FL 32720 42 CIRCUIT FAX: 386-734-8226 42 CIRCUIT CEHT NO. 26298 I ' 120/208Y 30 THROUGH (FLEED(FE ED THROUGH 42 CIRCUIT PARALLEL LUGS) PARALLEL LUGS) PANEL K SERVICE SERVICE DISCONNECT DISCONNECT 200 AMP 400 AMP 120/208Y 30 -TOTAL CONNECTED 25,520 VA 120/208Y30 FUSED FUSED AT 26,520 VA / 360 = 74 AMPS 150 AMPS 150 AMPS @ 120/208Y VOLTS, 3 PHASE PROVIDED PANEL. SUMMARY K CONNECTED 150 AMPS DEMAND 74 AMPS `PARE CAPACITY 51 PARALLEL (4) 3/0 TI-IHW 75°C (1) #3 GROUND 2" PVC CONDUIT PARALLEL (4) 3/0 THHW 75°C V) #3 GROUND " PVC CONDUIT 4 3/0 THHW 75°C l #3 GROUND " PVC CONDUIT V z T w oQ cn U U Lu V c� W 2 U w Lljw CD w --� i-- w C� w j O w 0 ww LLJ �.. LPI UJ ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIND. SUITE A _ DELAND, FL 32720 PHONE: 386-734-0830 FAX: 386-734-8226 CEHT NO. 26298 I ' EMAIL: epi®epieng.net �a PARTIAL ELECTRICAL RISER DIAGRAM ELECTRICAL DESIGN NOTES; 1, ELECTRICAL CONTRACTOR TO FIELD VERIFY THE ACCURACY OF THE EXISTING SERVICE AND BRANCH CIRCUITS BEFORE BIDDING FOR PROPOSED SCOPE OF WORK, 2, ALL DEVIATIONS SHALL BE NOTED AND APPROVED BY THE ENGINEER. 3, ALL PROPOSED EQUIPEMENT SHALL BE REVIEWED BY THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND INSTALLING BRANCH CIRCUITS. 4, UNUSED BRANCH CIRCUITS TO BE REMOVED, w a.: DESIGN STATEMENT; SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE E-2 HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, DATE: 12-5-17 /2/5/2017 3:47:31 PY M:\Cue—phorlo Blllords\Cuephorlo 3 Sonford\Arch Sheets\Llghting&ElectricalPlan03.dgn w T w c� ac w cn U Lu V U w Lljw CD w --� i-- w C� w �a PARTIAL ELECTRICAL RISER DIAGRAM ELECTRICAL DESIGN NOTES; 1, ELECTRICAL CONTRACTOR TO FIELD VERIFY THE ACCURACY OF THE EXISTING SERVICE AND BRANCH CIRCUITS BEFORE BIDDING FOR PROPOSED SCOPE OF WORK, 2, ALL DEVIATIONS SHALL BE NOTED AND APPROVED BY THE ENGINEER. 3, ALL PROPOSED EQUIPEMENT SHALL BE REVIEWED BY THE ELECTRICAL CONTRACTOR PRIOR TO ORDERING AND INSTALLING BRANCH CIRCUITS. 4, UNUSED BRANCH CIRCUITS TO BE REMOVED, w a.: DESIGN STATEMENT; SHEET NO. THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN. AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE E-2 HAS BEEN DESIGNED AS RISK CATEGORY II, THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, DATE: 12-5-17 /2/5/2017 3:47:31 PY M:\Cue—phorlo Blllords\Cuephorlo 3 Sonford\Arch Sheets\Llghting&ElectricalPlan03.dgn /u .x......... ... .. ' I f ..__...._...... / X ...... ...... ...... ...... ...... 6" FLOOR DRAIN I....... CONNE ,NEW 3" SEWEF3, O EXISTING 3" SANITARY SEWER 4" S NIIARY MAIN 120' r rr: 1 ... EXISTING • y tt '/ l�// � / ' / �, 4 txi' 1" COLD WATER SUP LOCATION AND 5 TO BE VERIFIE f ( Y CONTRACTO,R IF SMALLER THAN 1" r NOTIFY ENGI EER FOR DIRECT rNS) I „J' "" I T 11 I I �, �l jLD WATER 3" VENT i i i t ..........._ r Y T POOL TABLE ..... 7',P00L TABLE fry — ........... r 7',POOL T A=. -1E r z I �r. ( � fl 7',I100L TA,31_L, qui i v 7',F'G0L T);6 t.L. 7',P00 .TkBLE Com,... .. ......_. __._ , 1200 GALLON GREASE INTERCEPTOR MIN. 5' FROM BUILDING I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... I I NEW SUPPLY HOT WATER — LIN 'W 4" CLEAN OUT _- -3- ----- O Q _-----T---- U POINT OF DELIVERY 1 St. STAGE REGULATOR CONNECT TO EXISTING 4" SANITARY MAIN cc::,:, ,.c�:� it PROPANE INLET PRESSURE = 11,0 IN, W.0 _... ..................................................................................................................... SHUT OFF VALVE .._...__..._.._._...._._._..._ ... _....._.........-- PRESSURE DROP = 0,5 IN. W.0 ... _ I GAS SUPPLY LINE FROM BELOW GROUND 3/4" ...................._.. i 250 GAL, PROPANE GAS TANK I- f— (BY OTHERS) f— O �m u �� ,........ 3/4” J GAS SOLENOID VALVE ___._._....._.._ ........... ........ .... --.. can �r. ( � fl 7',I100L TA,31_L, qui i v 7',F'G0L T);6 t.L. 7',P00 .TkBLE Com,... .. ......_. __._ , a :K I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... I I NEW SUPPLY HOT WATER — LIN 'W r i f EXIST WATER T c_;•:::_::�._.,i Lu r€ cc::,:, ,.c�:� it "I'l of I't'=.•3(r _... ..................................................................................................................... SHUT OFF VALVE .._...__..._.._._...._._._..._ ... _....._.........-- ... _ »...._........................................................................... ! t.. ...................._.. yy ....... O I- f— :.... f— O �r. ( � fl 7',I100L TA,31_L, qui i v 7',F'G0L T);6 t.L. 7',P00 .TkBLE Com,... .. ......_. __._ , r,. 7'„PC�OLy"FA iLE , r' .............. . . ........................................... A . v` f ?t II I / It GAS SUPPLY--- / I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... I I Lu SHUT OFFVALVEELET GAS SUPPLY — GAS SUPPLY OUTLET W/ GAS SUPPLY METER T c_;•:::_::�._.,i r OUTLET W/ cc::,:, ,.c�:� it "I'l of I't'=.•3(r _... ..................................................................................................................... SHUT OFF VALVE .._...__..._.._._...._._._..._ ... _....._.........-- ... _ »...._........................................................................... ! t.. ...................._.. yy ....... O I- f— :.... r,. 7'„PC�OLy"FA iLE , r' .............. . . ........................................... A . v` f ?t II I / It . ............... i .. . ......................... jj...__.... _ _ f GAS SUPPLY--- / I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... I I Lu SHUT OFFVALVEELET GAS SUPPLY — GAS SUPPLY OUTLET W/ GAS SUPPLY METER T sf eta ....._ OUTLET W/ ISOLATION VALVE — . I " VENT _... ..................................................................................................................... SHUT OFF VALVE .._...__..._.._._...._._._..._ ... _....._.........-- SHUT OFF VALVE - -- - — ..._ _ _ _..._ _ _..._,w.W..._ ____._ _ . _ »...._........................................................................... ! t.. ...................._.. I -z , O I- f— f— O �m u �� ,........ 3/4” J GAS SOLENOID VALVE . ............... i .. . ......................... jj...__.... _ _ f I iCeL 1C,bLE 9' .� ...... »».»»»,», �,,. rm»,»»�. nt�1 2 E I FLOOR SINK 11'4"c; � ...........I E r.... ...................... 1� 9' POfJL iAETt E .;1. I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... ........... , ........... __...... Lu 111. 211� OU�� POOL "TAUS sf eta ....._ °5..,_..iR..;*:,�,�m�.. �:�✓ z� I iCeL 1C,bLE 9' .� ...... »».»»»,», �,,. rm»,»»�. nt�1 2 E I FLOOR SINK 11'4"c; � ...........I E r.... ...................... 1� 9' POfJL iAETt E r� � [01mwg Aw SCALE; 3/16"=1'-0" FLOOR SINK r� 7° POOL TABLs: ! /',P00L "TA iLE �'/).... `.: .... :..:. .........::...:::.:;i v; _..... - ................ . 7',POOi.. "FA L.E, ` 4d I .;1. I jI ........... ........... ........... ........... .__..............._.._.._..... ............ .......... ........... ....... ........_.............__........._............. ._.........................._....._............................................................... ........... , ........... __...... r� � [01mwg Aw SCALE; 3/16"=1'-0" FLOOR SINK r� 7° POOL TABLs: ! /',P00L "TA iLE �'/).... `.: .... :..:. .........::...:::.:;i v; _..... - ................ . 7',POOi.. "FA L.E, ` 4d I .............. ...A_.... .... .. _.Y .............. ............... I............ j Ep 7',POOL-TA L;E r , i 7',P00L FAQ , 7',P001_'I'MILE la /' F'CJC�L TAk1LiE %'.,;POOLTABLE , a PLUMBING NOTES; PLUMBING SEWER AND POTABLE WATER PLAN IS SCHEMATIC AND MAY NOT BE ACCURAIE. FIELD DETERMINATIONS HAVE BEEN MADE WITHOUT THE BENEFIT OF PREVIOUS PLANS OR ANY OTHER MEANS OF VERIFICATION OF WATER AND SEWER LINES, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO CONFIRM ANY AND ALL LOCATIONS OF PIPES VIA VIDEO OR OTHER TECHNIQUES. PLUMBING FIXTURE CALCULATIONS FIXTURES BASED ON FBC-PLUMBING TABLE 4031 MAXIMUM OCCUPANT LOAD = 384 OCCUPANTS ASSUME 50% DISTRUBUIION 384/2 = 192 MALES AND 192 FEMALES PER ASSEMBLY USE WATER CLOSETS CALCULATED AT 1/ 125 MALES AND 1/65 FEMALES LAVATORIES CALCULATED AT 1/200 DRINKING FOUNTAINS CALCULATED AT 1/500 SERVICE SINK = 1 REQUIRED 121 MALE WATER CLOSETS, (3) FEMALE REQUIRED 2 LAVATORIES EACH REQUIRED 1 DRINKING FOUNTAIN REQUIRED 1 SERVICE SINK .;1. Cc cv Lu n OU�� POOL "TAUS sf eta ....._ °5..,_..iR..;*:,�,�m�.. �:�✓ .............. ...A_.... .... .. _.Y .............. ............... I............ j Ep 7',POOL-TA L;E r , i 7',P00L FAQ , 7',P001_'I'MILE la /' F'CJC�L TAk1LiE %'.,;POOLTABLE , a PLUMBING NOTES; PLUMBING SEWER AND POTABLE WATER PLAN IS SCHEMATIC AND MAY NOT BE ACCURAIE. FIELD DETERMINATIONS HAVE BEEN MADE WITHOUT THE BENEFIT OF PREVIOUS PLANS OR ANY OTHER MEANS OF VERIFICATION OF WATER AND SEWER LINES, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO CONFIRM ANY AND ALL LOCATIONS OF PIPES VIA VIDEO OR OTHER TECHNIQUES. PLUMBING FIXTURE CALCULATIONS FIXTURES BASED ON FBC-PLUMBING TABLE 4031 MAXIMUM OCCUPANT LOAD = 384 OCCUPANTS ASSUME 50% DISTRUBUIION 384/2 = 192 MALES AND 192 FEMALES PER ASSEMBLY USE WATER CLOSETS CALCULATED AT 1/ 125 MALES AND 1/65 FEMALES LAVATORIES CALCULATED AT 1/200 DRINKING FOUNTAINS CALCULATED AT 1/500 SERVICE SINK = 1 REQUIRED 121 MALE WATER CLOSETS, (3) FEMALE REQUIRED 2 LAVATORIES EACH REQUIRED 1 DRINKING FOUNTAIN REQUIRED 1 SERVICE SINK DESIGN STATEMENT THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C". THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, Cc cv Lu n OU�� � a m z� �-- 0 �— C/D c� LL..I J O I- f— Lu f— O w n LLH can U w a w r w Lu p 0 Z O Z L W w O O w Qrz w m w LLJ Lu p N 0 E z m LLI ENGINEERED PERMITS, INC. W 311 SOUTH WOODLAND BIVD. SUITEA _ DELAND, FL 32720 PHONE: 386-734-0830 �J FAX: 386-734-8226 CERT NO. 26298 EMAIL: epgepien0.net DESIGN STATEMENT THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-1 O,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C". THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY IL THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE, SHEET N0. P-1 DATE: 12-5-17 12/5/2017 3:58:01 PM M:\Cue-phorlG Billards\CuephorlG 3 SGnford\Arch 5heets\p1umbinyf 1un03.dgn Cc cv Lu n OU�� � a m z� N =� r) �— C/D c� LL..I J I-- I- f— Lu f— O w n can SHEET N0. P-1 DATE: 12-5-17 12/5/2017 3:58:01 PM M:\Cue-phorlG Billards\CuephorlG 3 SGnford\Arch 5heets\p1umbinyf 1un03.dgn CONNECT TO EXISTING --� 4" SANITARY MAIN FLOOR DRAIN W/ WET PRIMER VTR 11L I 3- T I I FLOOR DRAIN W/ WET PRIMER I SINK SINK I URINAL URINALURINAL 2" 2" NOTE: LOCATE & CONNECT EXISTING 1 " COLD WATER & 1" HOT WATER SUPPLY LINES TO NEW LOCATIONS WITHIN OPEN ROOF SPACE, BY GENERAL CONTRACTOR 1/2" COLD SUPPLY – 1/2" HOT SUPPLY3-COMP –�� SINK —ICE MACHINE MOP SINK POTABLE WATER RISER ISOMETRIC_ SCALE: N,T,S CONNECT TO EXISTING 4" SANITARY MAIN 1 /8 : 1 311 FLOOR DRAIN W/ - WC WET PRIMER BEER TAP PROPOSED 3 COMP SINK SINK 11 -i'i 2 I . 211 FLOOR HUB DRAIN W/ INDIRECT CONNECTION 211 POINT OF DELIVERY 1 St. STAGE REGULATOR PROPANE INLET PRESSURE = 11.0 IN. W.0 PRESSURE DROP - 0.5 IN, W.0 GAS SUPPLY LINE FROM BELOW GROUND 250 GAL. PROPANE GAS TANK (BY OTHERS) C \'ANITAR P-2)SCALE: Nrs VTR SIL 1/8: 1 1" HOT SUPPLY 1" COLD SUPPLY --� 1/2" COLD SUPPLY 1/2" HOT SUPPLY HAND ji SINK 1/2" COLD SUPPLY 1/2" HOT SUPPLY PROPOSED 1200 GALLON GREASE INTERCE�TOR PER SPECS —� 1 /8 : 1 PROPOSED 3 - SINK COMP SINK 211 FLOOR DRAIN W/ WET PR�MER MOP SINK 211 -311 --� -- FLOOR HUB DRAIN 311 W/ INDIRECT CONNECTION NOTE: SAW CUT 12" WIDE EXISTING CONCRETE. LOCATE & EXTEND 311 SANITARY SEWER LINE TO NEW LOCATION AS PER PLAN 311 o < — 40' 0" G-2 m"i 140000 BTU / H GAS METER MAIN GAS -� PIZZA OVEN REGULATOR 1 " SCH 40 GALV, METALLIC PIPE o 0_1--I--�I------------- -120000 BTU / H- ISOLATION VALVES < �3/ FRYER BOTH SIDES RIGID METAL 35000 BTU / H - 3/411 GAS SOLENOID VALVE - BURNER RIGID METAL 201011 VTR JIL 311 1' 311 _ •• r r •u c SCALE: NTS ON DEMAND WATER HEATER NEW 4" -3000 PSI CONC W/ 6X6 WWM OR FIBERMESH AS AN ACCEPTABLE ALTERNATIVE SAW CUT 16" WIDE X 16" DEEP INTO --- DRILL & EPDXY #3 BAR MIN, EXISTING CONCRETE & GROUND EMBEDMENT 6" HOR, BARS TYP) LOCATE & EXTEND EXISTING 4" 11411 72" O.0 STARTING 6" OF EACH END EACH SEWER LINE TO NEW LOCATION AS PER PLAN EXISTING CONCRETE 4 °• 71 „ G - _- ..... Ti - 6 MIL VAPOR BARRIER OVER - I -- CLEAN COMPACTED --'— Lu TERMITE TREATED SOIL - Q NEW 3" SANITARY LINE_ - EXISTING GROUND - 4" CLEANOUT rE___� SANITARY DETAIL �P-2 scn GAS FIXTURE SCHEDULE ITEM FIXTURE TYPE I T G-2 BURNER 35,000 G-3 111 SUPPLY 120,000 G-4 PIZZA OVEN 140,000 OVERHEAD o oCDLL cc HOT w� n� w �Lco 111 SUPPLY AD 3/4" HOT SUPPLY - Q 0 COLD COLD 3/4" COLD SUPPLY CV `� O C �i 1" SUPPLY - COLD � we WC] �` WC1 q� r r W J 111 SUPPLY HOT Lu Lw BEER C �Cl) TAP - EXISTING va I— n 1 " COLD WATER SUPPLY p (LOCATION AND SIZE TO BE VERIFIED sSIKD BY CONTRACTOR IF SMALLER THAN 1 " C� Ep NOTIFY ENGINEER FOR DIRECTIONS) Lr 3 -COMP ENGINEERED PERMITS, INC. UJ 311 SOU FIT WOODLAND BIVD. SINK SUITEA CONNECT TO EXISTING --� 4" SANITARY MAIN FLOOR DRAIN W/ WET PRIMER VTR 11L I 3- T I I FLOOR DRAIN W/ WET PRIMER I SINK SINK I URINAL URINALURINAL 2" 2" NOTE: LOCATE & CONNECT EXISTING 1 " COLD WATER & 1" HOT WATER SUPPLY LINES TO NEW LOCATIONS WITHIN OPEN ROOF SPACE, BY GENERAL CONTRACTOR 1/2" COLD SUPPLY – 1/2" HOT SUPPLY3-COMP –�� SINK —ICE MACHINE MOP SINK POTABLE WATER RISER ISOMETRIC_ SCALE: N,T,S CONNECT TO EXISTING 4" SANITARY MAIN 1 /8 : 1 311 FLOOR DRAIN W/ - WC WET PRIMER BEER TAP PROPOSED 3 COMP SINK SINK 11 -i'i 2 I . 211 FLOOR HUB DRAIN W/ INDIRECT CONNECTION 211 POINT OF DELIVERY 1 St. STAGE REGULATOR PROPANE INLET PRESSURE = 11.0 IN. W.0 PRESSURE DROP - 0.5 IN, W.0 GAS SUPPLY LINE FROM BELOW GROUND 250 GAL. PROPANE GAS TANK (BY OTHERS) C \'ANITAR P-2)SCALE: Nrs VTR SIL 1/8: 1 1" HOT SUPPLY 1" COLD SUPPLY --� 1/2" COLD SUPPLY 1/2" HOT SUPPLY HAND ji SINK 1/2" COLD SUPPLY 1/2" HOT SUPPLY PROPOSED 1200 GALLON GREASE INTERCE�TOR PER SPECS —� 1 /8 : 1 PROPOSED 3 - SINK COMP SINK 211 FLOOR DRAIN W/ WET PR�MER MOP SINK 211 -311 --� -- FLOOR HUB DRAIN 311 W/ INDIRECT CONNECTION NOTE: SAW CUT 12" WIDE EXISTING CONCRETE. LOCATE & EXTEND 311 SANITARY SEWER LINE TO NEW LOCATION AS PER PLAN 311 o < — 40' 0" G-2 m"i 140000 BTU / H GAS METER MAIN GAS -� PIZZA OVEN REGULATOR 1 " SCH 40 GALV, METALLIC PIPE o 0_1--I--�I------------- -120000 BTU / H- ISOLATION VALVES < �3/ FRYER BOTH SIDES RIGID METAL 35000 BTU / H - 3/411 GAS SOLENOID VALVE - BURNER RIGID METAL 201011 VTR JIL 311 1' 311 _ •• r r •u c SCALE: NTS ON DEMAND WATER HEATER NEW 4" -3000 PSI CONC W/ 6X6 WWM OR FIBERMESH AS AN ACCEPTABLE ALTERNATIVE SAW CUT 16" WIDE X 16" DEEP INTO --- DRILL & EPDXY #3 BAR MIN, EXISTING CONCRETE & GROUND EMBEDMENT 6" HOR, BARS TYP) LOCATE & EXTEND EXISTING 4" 11411 72" O.0 STARTING 6" OF EACH END EACH SEWER LINE TO NEW LOCATION AS PER PLAN EXISTING CONCRETE 4 °• 71 „ G - _- ..... Ti - 6 MIL VAPOR BARRIER OVER - I -- CLEAN COMPACTED --'— Lu TERMITE TREATED SOIL - Q NEW 3" SANITARY LINE_ - EXISTING GROUND - 4" CLEANOUT rE___� SANITARY DETAIL �P-2 scn GAS FIXTURE SCHEDULE ITEM FIXTURE TYPE BTU / H T G-2 BURNER 35,000 G-3 FRYER 120,000 G-4 PIZZA OVEN 140,000 NOTE: VERIFY NIPPLE REQUIREMENTS FOR EACH PIECE OF EQUIPMENT PRIOR TO INSTALLATION PIPING LEGEND: - - INDICATES SCHEDULE 40 METALLIC PIPE OPROVIDE GAS METER WITH ISOLATION VALVES BOTH SIDES. PROVIDE GAS SOLENOID VALVE AND CONNECT TO FIRE ALARM. QPROVIDE MAIN GAS REGULTOR, GAS REGULATOR SHALL BE ABLE TO REDUCE INCOMING GAS PRESSURE TO 1 PSI. nml� 0-11 IMPORTANT: IN ACCORDANCE FBC 2014 5TH EDITION 608.13.1 ALL PLUMBING FIXTURES SHOWN W/ AIR GAPS SHALL BE IN COMPLIANCE WITH A 112,1,2 AND AIR GAP FITTINGS SHALL COMPLY W/ ASME 1] 2.1,3 PLUMBING NOTES: PLUMBING SEWER AND POTABLE WATER PLAN IS;SCHEMATIC AND MAY NOT BE ACCURATE, FIELD DETERMINATIONS HAVE BEEN MADE WITHOUT THE BENEFIT OF PREVIOUS PLANS OR ANY OTHER MEANS OF VERIFICATION OF WATER AND SEWER LINES, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO CONFIRM ANY AND ALL LOCATIONS OF PIPES VIA VIDEO OR OTHER TECHNIQUES. GENERAL NOTES: LONGEST LENGTH = 20' (TO KTCHEN) 2488 BTU/ H = 1 CF @ 6e F ALL PIPING SHALL BE RIGID METAL GALV. STEEL DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY ll. THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. z L T O_ U)o o oCDLL cc w� n� w �Lco L1J =F–(Domcc Q 0 CV `� CLl C M � J �i W J Lu Lw C �Cl) r) va I— n p w C� Ep Lr ENGINEERED PERMITS, INC. UJ 311 SOU FIT WOODLAND BIVD. SUITEA _ DELAND, FL 32120 PHONE: 386-734-0830 FAX: 386.734-8226 CERT NO. 26298 EMAIL: epi0epienq.net IMPORTANT: IN ACCORDANCE FBC 2014 5TH EDITION 608.13.1 ALL PLUMBING FIXTURES SHOWN W/ AIR GAPS SHALL BE IN COMPLIANCE WITH A 112,1,2 AND AIR GAP FITTINGS SHALL COMPLY W/ ASME 1] 2.1,3 PLUMBING NOTES: PLUMBING SEWER AND POTABLE WATER PLAN IS;SCHEMATIC AND MAY NOT BE ACCURATE, FIELD DETERMINATIONS HAVE BEEN MADE WITHOUT THE BENEFIT OF PREVIOUS PLANS OR ANY OTHER MEANS OF VERIFICATION OF WATER AND SEWER LINES, THE PLUMBING CONTRACTOR MAY BE REQUIRED TO CONFIRM ANY AND ALL LOCATIONS OF PIPES VIA VIDEO OR OTHER TECHNIQUES. GENERAL NOTES: LONGEST LENGTH = 20' (TO KTCHEN) 2488 BTU/ H = 1 CF @ 6e F ALL PIPING SHALL BE RIGID METAL GALV. STEEL DESIGN STATEMENT: THESE PLANS WERE DESIGNED FOLLOWING THE 2014 5TH EDITION FLORIDA BUILDING CODE AND ASCE 7-10,INCLUDING CHAPTER 16 ON STRUCTURAL DESIGN, AN ULTIMATE WIND SPEED OF 140 MPH, (3 SECOND GUST) IN WIND EXPOSURE CATEGORY "C", THIS STRUCTURE HAS BEEN DESIGNED AS RISK CATEGORY ll. THE COMPONENTS AND CLADDING WERE DESIGNED BASED ON A + 19/-21 PSF DESIGN PRESSURE,THIS STRUCTURE HAS BEEN DESIGNED AS AN ENCLOSED STRUCTURE. Li n SHEET N0. P-2 _E: 12-5-17 12/5/2017 3:58:16 PM M:\Cue-phoria B111ards\Cuephor1a 3 Sonford\Arch Sheets \P1umb1ngP1an03.dgn T Cr � o oCDLL cc w �Lco L1J =F–(Domcc CV `� CLl M � J �i J Lu Lw C r) va Li n SHEET N0. P-2 _E: 12-5-17 12/5/2017 3:58:16 PM M:\Cue-phoria B111ards\Cuephor1a 3 Sonford\Arch Sheets \P1umb1ngP1an03.dgn Revision 'J City of Sanford Response to Comments 11 Ph: & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov w-Pertnit # Submittal Date X14,?A sA©l&' Project Address: 3j t-lv%2yQ dog 27 - 'U FD Contact: fM 2,I)o 9,02 7, Ph: �Z%�`��Z2G%� Fax: Email: �Ad-10T,3 WJ Trades encompassed in revision: ❑ Building ❑�Plun�bing C�o��� ❑ Electrical ❑ Mechanical ❑ Life Safety ❑ Waste Water Department ❑ Utilities ❑ Waste Water ❑ Planning ❑ Engineering ❑ Fire Prevention General description of revision: Zclr,�-4 ,po tiwr, l��L ROUTING INFORMATION Approvals 14r.PUAONG COMMIOR IS TO RWO" FOR EAOi ITEM WITH DRANI, WATER AND W COMCION AS SCHWULED. GAS NOTES: 1. CMMTOR IS TO READ THE GEW.RAL NOTES PM TO W"13 THE PLUWNQ $HALL WA9 ALL TINA L OMNEC110INS AS REWIRED 1. GAS UNES SHALL BE SCHEDULE 40 METALLIC PIPE FOLLOWNG PLAN Nm FOR A COMPLETE INSTW110K CO�NBRAICO NO, 78-424—RV QXWNAIE I CONt AM WTH 0—Ift-DAM& 2. MAXIMUM LONGEST LENGTH OF GAS LINES SHALL BE 38' f'*AIA12I0A?M MM"DLA Wtlivif ;;I WATERLK LWER FLOM MO MECT 70 TRAP PRKR ON FLOOR INW. 7. HOSE M AT 4r AFF FOR StbD". ROTALL BAOMW PREWNTION AS KVW PER LOCAL CM ASHO ASPOSSIME IN ACCEMLE LOCATION. PLUNNO C(XMCIOR SHAIJ. PROVIN SACMOW PREVENTION CM 111EML0010 W. CARSONATORS. ISM nLLERS, A ICE VACHNF. PWMMG MMM SHALL WWFO R- N R EACH ITU LISTED B&OW Y411i =0NAIE NTH OW ;!in Mm ALL, INSTAUTM OM TRADES. REFER TO EQUPMT CUT FOR EXACT COM70 REW16073, 10. OAS 1UNE AND CMUSATE (ANN %iALL PMETRAN RW WU SE&M %ETMUAL QwnSW OR WU WALL 'NTH 4,%ffWE7AL FL01% 111. %aw (w PrIN 111TH A WNTILAMN SYSTEM OF MR TIGHT ) 8D stams FOR M"OAS LINES IN GiASM "* .L OE S4,W OWING 7ACM CRAWL, SPACM M SIM BE ULE 40 BLACK STEEL PHK TUWAA ALL &EEVES 12 INSUE NOW; SPACES AND VENTILAIE ABOVE GRADE AT f ENTRIM 12. 1 '10 VAMS ARE T IN5CALLED AT EACH PLUM" nXTURE AND QWP OF PLIM 0 W�RM LOCAIE VALVES IN AOMME LOC g?l MA�90W LAY -0 CVLNW IN GYP, 1401, CWM OR WALL7 SS: I . 13, WTALL OAS WM WITH MAIN OUT -OFF VALVE, WUTLET ME AND EXW AS SHOW11 I . TABLE FBC–G 402.4 (2) GAS = NATURAL INLET PRESSURE = LESS THAN 2 psi PRESSURE DROP = 0.5 IN W.C. SPECIFIC GRAVITY = 0.60 GAS FIXTURE SCHEDULE- Ljj 01 PIZZA OVEN 1 65,000 BTU G2 71 65-00O BTO G3 FRYER 100.000 BTU G4 BURNER '1!00.000 BTU GS TOP GfILL 2/.000BTU G6 WATER HEATER 199,900 BTU C) Lu LLJ Ci GL = CIO 73 11111 1: lo �ii:,io]LIltiPI;P-,'49='iffi":ZL-FLOX;(;".1-1�i�,4[Vqil"ci Wtlivif ;;I WATERLK LWER FLOM MO MECT 70 TRAP PRKR ON FLOOR INW. 7. HOSE M AT 4r AFF FOR StbD". ROTALL BAOMW PREWNTION AS KVW PER LOCAL CM ASHO ASPOSSIME IN ACCEMLE LOCATION. PLUNNO C(XMCIOR SHAIJ. PROVIN SACMOW PREVENTION CM 111EML0010 W. CARSONATORS. ISM nLLERS, A ICE VACHNF. PWMMG MMM SHALL WWFO R- N R EACH ITU LISTED B&OW Y411i =0NAIE NTH OW ;!in Mm ALL, INSTAUTM OM TRADES. REFER TO EQUPMT CUT FOR EXACT COM70 REW16073, 10. OAS 1UNE AND CMUSATE (ANN %iALL PMETRAN RW WU SE&M %ETMUAL QwnSW OR WU WALL 'NTH 4,%ffWE7AL FL01% 111. %aw (w PrIN 111TH A WNTILAMN SYSTEM OF MR TIGHT ) 8D stams FOR M"OAS LINES IN GiASM "* .L OE S4,W OWING 7ACM CRAWL, SPACM M SIM BE ULE 40 BLACK STEEL PHK TUWAA ALL &EEVES 12 INSUE NOW; SPACES AND VENTILAIE ABOVE GRADE AT f ENTRIM 12. 1 '10 VAMS ARE T IN5CALLED AT EACH PLUM" nXTURE AND QWP OF PLIM 0 W�RM LOCAIE VALVES IN AOMME LOC g?l MA�90W LAY -0 CVLNW IN GYP, 1401, CWM OR WALL7 SS: I . 13, WTALL OAS WM WITH MAIN OUT -OFF VALVE, WUTLET ME AND EXW AS SHOW11 I . TABLE FBC–G 402.4 (2) GAS = NATURAL INLET PRESSURE = LESS THAN 2 psi PRESSURE DROP = 0.5 IN W.C. SPECIFIC GRAVITY = 0.60 GAS FIXTURE SCHEDULE- Ljj 01 PIZZA OVEN 1 65,000 BTU G2 P'IZZA OVEN 2 65-00O BTO G3 FRYER 100.000 BTU G4 BURNER '1!00.000 BTU GS TOP GfILL 2/.000BTU G6 WATER HEATER 199,900 BTU LSSA. �—QOAT -q-1560 (11/4"SCH40METALIJIC PIPE) 1000 TABLE 402.4 (2) j r f"ROIADF SILJPPURIC, Al FA(JI CI -I11 UL OF DIRDA10 Af A MAXIMUM (A 2'-0' L&II SIDL (1.9i Pipir 4 WNIMum I. FEl N Tl I SPLW CWAP 3/8" LAO BOLI S 1 1/2" LOW) 4"-.6" CEDAR BLOCK ROOF MEM6FONE—n .......... //_ 4*x6" CEDAR BLOCK —FRICTION PAD ROOF FAQ; IDIPF S(..)PPC)P\T D TALL 5 NQ,r 'ro XIALE 357 CFH W/H G5 G4 G3 G2 G I G6 G) _.,�,�...� � �...._.,...._.ru. _ . __,.��.,..,__w,...,_��.�..� .,.�.._ _.,. �_.... .... �w.._..,�._..r _ „�..r._�..,� _.,.,:� '.,.�,.. , ....�,. ; ::.... .... ._ w.r ,.��,.__.� m.�__ � .. ter. .... ..�. �'; :_.. �.�._.. � �..�._._r.__._ 3/4 ... . . ...... . ....... . GASMETER _T 3/4 - - -_j- - 1 1/4if 1 4T GAS SOLENOID VALVE. MAIN GAS REGULATO PROPOSED GAS LINE (NATURAL- ;AS) SCALE: N/A n 70 RELIEF VALVE SET AT 55 PSI. INSTALL PER MANU— FACTURERS RECOMMENDATIONS. AIR R8JEF VALVE COLD WAXR INLET GAS VENT BY MECHMICAL CONTRAMR, REFER TO TO HVAC DS FOR E)ETAILS UNION (TYPICAL) HOT WATO OUTLET TEMP* '& PRESSURE REUEF VALVE .35 CHECK VALVE SHUT—OFF VALVE COLD WATER 'INLET HOT WATER OVTLJET DRAIN FULL SIZE TO JANITOR SINK /--,TMK, DRAIN VALVE RELIEF VALM DISCH,ARM TO MOP SINK -*"—DIRT LEO FLOOR EK)RNEt ASSEMBLY GAS CONNECIM NATURAL GAS WATER HEATER DETAIL SCALE: NTS r PF-RMIT SCALE: N/A co LLI < 0 II z K = I 0 z M Li LLJ z 0 z LLJ ENGINEERED PERMITS, INC. 311 SOUTH WOODLAND BIVD. SUITE A DELAND, FL 32720 PHONE; 386-734-0330 FAX: 380-734-8226 CERT NO, 26298 EMAIL: epWepi6ng.not C\A C) Ljj co Zr z J_ CyD CD cr_ CD (D Ed < CV 0 Ld CIA C) Lu LLJ Ci GL = CIO SHEET NO. G-1 DATE: 3-21-18 312112018 3:33:5I,-ly M:\Cue–phorlo B111ards\Cuephoric 3 5onford\&cs Llne\gc7s1ine_dut(ji101.dgr? Li; z ly Ed < 0 Ld SHEET NO. G-1 DATE: 3-21-18 312112018 3:33:5I,-ly M:\Cue–phorlo B111ards\Cuephoric 3 5onford\&cs Llne\gc7s1ine_dut(ji101.dgr? DATE: / �Z5 /15 BUSINESS/PROJECT NAME: ADDRESS: V2 IV.5"" �rgrl E CONTACT NAME: CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 PERMIT NUMBER: / �- 30;7 PHONE: PLAN REVIEW INFORMATION [ J CONSTRUCTION [ ]C/O "[i] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ )TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: e 7J-' aU SCOPE OF WORK Contact Information: Pedro Botta botta2gahotrnad.00m 407.562-605.3 System Operation: JC: to install a new firF alarm system to replace tke ex:stbng wNer supply. New voice EVAC panel to be installed, due to the sad the o(=upency Ls 380 people The new system will be instalW according to code for a place of AssRmttte The present store has existing n(rn strode and sl-)bes Horn strobes to be replaced with speaker strobos Snvke will be mounted above ;he control and addioonal hom strobes and strobes will be added to the rest rooms, kitchen, and a woatlheiproot morn strobe in ft walk (n mer. Them Is a new asul unit that will be connected to the fire pans: Manual pulls will be installed at the four exit doors. Remote annunciator to be mounted next to irie man entrance New lock box to be mstallod outside the front entrance. The present power supply is connected to the main fire panei for the strip center JCI to connect the alarm and trouble relays from the new panel .o ire main free panel. For }ire alarm systems required by iow, the System shown)n his Agreement may be subject to approval by the local Authority .laving Jui isdtct�cr (AHJ). Any changes required ny the AHJ may result in additional charges to the Customer. Programming Info. -Normal Fire System program^img -t;et! raQio We par Site Conditions. RenovatUn of ®xisting swtes Ceifngs are 12 foot drop life instaW will need a 10 toot ladder Faust ng Equipment. Remove ex;sbng power supply and return to the local office for disposal. replace existing nom strobes and strobes to the new system for voice evac. Customer Expectations: All work to be done dunng normal tus:ress hnurs. Will be wo&nq while the sanity is uFen foci hus,ness. LDirsruptions to be kept to a minimum and ensure areas . l •rdork a% dean before lea.4uig • JCI Security Technicians are to sign n and out of customer's premise. if required by the customer If requrm t'>y !tie custome• JCI Seurnty Tqdtinins shalt pmorally ct%eck in the contact person upon arrival and upon departure. T raining Expectations. ,10 Security installers aro to train the designated pefson or persons or the full operation of all systems. This is to include adding, deleting user codes, viewing alarm history on the keypads. rm\iewing zones and rrescottng of the system. -Tram customer or. full use or the systern Intruding silencing. resetting of alamts and troutfles • Fnsure fhat they have been given the *Waster code and personal IdentifittLon code. t-•taure that the oastorr•er has beer given !hear new JCt Security CS number, phone nu- hers to con'act JCI Sec,;rty. Gmieiai Comments: - installer shall have " skill set to work with the equipment to be insumed. - Installer &+tall -ot dose out the job unless all is complete and In working condition. If any tsum Nath the ex►stng devices cannot t* simply remedied, please contact the Local Rep 386-561-7J56 before dosing job. - Low voltage permit cost in.;Jrded rf applicable. Customer shall be responsible for the exec l*n of any permit and if reciu ,*xl, Notice of Commencement by buiWmG representative or property owner. Customer Responsibilities 1 Tyco Exclusions: -Customer to provide dedicated 120VAC circuit to fire alarm equipment as required for system operation. This Shull md" a juncl)on box w thir 3' of systern !or installation of stirge protection equipment SYSTEM CODES NFPA 70 NEC ARTICLE 760 2014 FLORIDA BUILDING CODE 6th Edition (2017) FLORIDA FIRE PREVENTION CODE 6th Edition NFPA 101 LIFE SAFETY CODE 2015 WITH FLORIDA AMENDMENTS NFPA 1 UNIFORM FIRE CODE 2015 WITH FLORIDA AMENDMENTS MONITORING LOCATION JOHNSON CONTROLS SECURITY SOLUTIONS, LLC 7805 NW 97TH TER KANSAS CITY MO 64153-2484 1-888-238-2666 ALARM SERVICE CO.: 360682-011 - SERVICE CENTER NUMBER: 265 - UL LISTING: S994-147 AREA OF WORK AREA OF WORK IS SHOWING IN RED FIRE ALARMSYSTEM CONSTRUCTION DOCUMENT SET - NOT ALL INFORMATION OR DEVICES DISPLAYED ON THIS PAGE APPEAR ON DRAWINGS - GENERAL NOTES: 1. ALL FIRE ALARM DEVICES ARE TO BE INSTALLED ACCORDING THE THE REQUIREMENTS OF NFPA 72 AND THE MANUFACTURES INSTRUCTIONS. 2. ALL FIRE ALARM DEVICES ARE TO BE MOUNTED ON BACK BOXES. 3. ALL FIRE ALARM DEVICES ARE TO BE UL LISTED AND COMPATIBLE, 4. ALL WIRE IS TO BE IN CONDUIT FROM THE DEVICE BACK BOX TO ABOVE THE FALSE CEILING OR TO THE BAR JOISTS. WIRE MAY BE RUN EXPOSED HORIZONTALLY BUT MUST BE ATTACHED TO THE BUILDING STRUCTURE OR SUPPORTED BY APPROVED HANGERS, 5. ALL WIRE IS TO BE POWER LIMITED, TYPE FPLP UNLESS OTHERWISE NOTED. ALL WIRING IS TO BE INSTALLED IN ACCORDANCE WITH THE ADAPTED NFPA 70 (NEC SECTION 760), NFPA 72 AND ALL LOCAL CODES. 6. CONTROL PANELS AND POWER SUPPLIES ARE TO BE MOUNTED AS SHOWING ON DRAWING UNLESS THE AHJ REQUIRES OTHERWISE. THEY ARE TO BE MOUNTED NO MORE THAT 72 INCHES ABOVE THE FLOOR TO THE TOP OF THE CABINET. 7. ANNUNCIATOR/KEYPADS ARE TO BE MOUNTED AT 54 INCHES ABOVE THE FLOOR TO THE TOP OF THE UNIT UNLESS THE AHJ REQUIRES OTHERWISE. 8. MANUAL PULL STATIONS ARE TO BE MOUNTED AT 48 INCHES ABOVE THE FLOOR TO THE CENTER OF THE BOX UNLESS THE AHJ REQUIRES OTHERWISE. 9. WALL MOUNTED HORNS AND STROBES SHALL BE MOUNTED AT 80 INCHES TO THE BOTTOM OF THE BOX ABOVE THE FINISHED FLOOR.THE CANDELA RATING IS NOTED NEAR THE DEVICE ON THE DRAWINGS, 10. CEILING MOUNTED HORNS AND STROBES WILL BE NOTED WITH A "CM".THE CANDELA RATING IS NOTED NEAR THE DEVICE ON THE DRAWINGS. 11. CEILING MOUNTED STROBES ARE SPACED BASED ON A CEILING HEIGHT OF 12' ALL CEILINGS IN THE TENET SPACE ARE 12' OR LESS, 12. THE ELECTRICAL CONTRACTOR IS TO SUPPLY ALL REQUIRED 120VAC TO THE FIRE ALARM CONTROL PANEL AND ALL POWER SUPPLIES ON DEDICATED CIRCUIT(S). THE CIRCUIT(S) ARE TO BE LOCKED AND LABEL "FIRE ALARM DO NOT TURN OFF" LABELING OF CABLE AND PANELS 1. ALL PANELS SHOULD HAVE A LABEL TO DESCRIBE ITS FUNCTION, I.E. 24VDC POWER SUPPLY FOR LOCK POWER AND AUXILIARY DEVICES. 2. ALL. CABLE IS TO BE LABELED AT BOTH ENDS AND CABLE DRESSED NEATLY IN PANEL, I.E. FRONT LOBBY DOOR READER, FRONT LOBBY DOOR DSM, FRONT DOOR REQUEST TO EXIT, ETC. 3. JCI TO UTILIZE A LABEL MAKER TO PRINT ALL LABELS (NOT A SHARPIE). IF A HAND WRITTEN LABEL NEEDS TO BE USED IT MUST BE NEAT, LEGIBLE AND PERMANENT. GROUNDING SEE GROUNDING / BONDING & LIGHTNING SUPPRESSION / SURGE NOTES - PAGE FA103 FIRE WALL PENETRATION SEE FIRE WALL PENETRATION NOTES - PAGE FA104 RECORD DRAWINGS: ALL WORK PERFORMED IN THE FIELD SHALL BE ACCURATELY RECORDED ON THESE DRAWINGS AND RETURNED TO THE JCI OFFICE AT THE ADDRESS LISTED ABOVE FOR COMPLETION OF AS -BUILT DRAWINGS, PROPRIETARY AND CONFIDENTIAL INFORMATION NOTICE: THIS PROPOSAL, DRAWING(S) AND RELATED DOCUMENTATION (AND THE INFORMATION HEREIN CONTAINED) IS THE PROPRIETARY, CONFIDENTIAL AND TRADE SECRET INFORMATION OF JOHNSON CONTROLS SECURITY SOLUTIONS, LLC, ("JCI") AND IS SUPPLIED UPON THE EXPRESS CONDITIONS THAT: (1) THE SAME SHALL BE RETURNED TO JCI UPON REQUEST, (2) NO REPRODUCTION OF THIS DOCUMENTATION OR ANY PART THEREOF SHALL BE MADE WITHOUT THE EXPRESS WRITTEN PERMISSION OF JCI. ATTENTION: THESE DRAWINGS MAY CONTAIN CONFIDENTIAL INFORMATION AND SHOULD NOT BE DISTRIBUTED. DRAWING ACCEPTANCE: THIS DRAWING IS TO BE USED ONLY FOR THE PURPOSE OF PLACING AND LOCATING JCI EQUIPMENT AND IS NOT TO BE USED FOR ANY OTHER PURPOSES. IT IS THE RESPONSIBILITY OF THE LOCAL JCI SALES & SERVICE OFFICE (SSO) TO REVIEW THE CONTENT OF THESE DRAWINGS FOR ACCURACY AND COMPLIANCE WITH LOCAL AND STATE CODES PRIOR TO RELEASING THEM TO THE FIELD. SHEET I NDEX FA1001 GENERAL SHEET NOTES & LEGENDS FA1011 FLOOR PLAN & SYSTEM LAYOUT FA 1021 RISER DIAGRAM & POWER CALCULATIONS SANFORD FIRE DEPARTMENT THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. AN ISSUED PERMIT SHALL BE DEEMED PERMISSION TO PROCEED WITH WORK AND NOT AS ALITHOIUTY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THESE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE FIRE PREVENTION DIVISION FROM THEREAFTER REQUIRING A CORRECTION OF ERRORS ON THE PLANS, CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. x w r eiVe 2918 r" � ,�� L!•s , r,F �.� � "� �µ, qct Iyj� • ,R HHta INSTALLATION CONTRACTOR: JOHNSON CONTROLS SECURITY SOLUTIONS, LLC. FLORIDA LICENSE: EF20000890 FIRE ALARM EQUIPMENT LEGEND SYMBOL DEVICE DESCRIPTION MANUFACTURE PART # FFAcP_1 FIRE ALARM CONTROL PANEL HONEYWELL MS-5UD FAA ANNUNCIATOR PANEL HONEYWELL ANN -80 FF -S -C -P71 FIRE SYSTEM CONTROL PANEL WD WIRELESS DEVICE FAPS FIRE At -ARM POWER SUPPLY N4 NEMA 4 - NON CORROSION -PROOF ENCLOSURE FD13 I FIRE DOCUMENT BOX ACER BOX SS000672 F-EV-Acl VOICE EVACUATION PANEL COOPER SP40S Mlc VOICE EVACUATION REMOTE MICROPHONE COOPER SPRM GAC CELLULAR ALARM COMMUNICATOR HONEYWELL IPGSM-4G Fm-mFl MONITOR MODULE - ADDRESSABLE Q < L; cR CONTROLRELAY- ADDRESSABLE CL � pp SMOKE DETECTOR - PHOTOELECTRIC SYSTEM SENSOR 2W -B © MANUAL STATION - PULL STATION HONEYWELL BG -121 - HEAT DETECTOR z �j SMOKE DETECTOR - DUCT ) �./ J FRTS-1 REMOTE ALARM INDICATING AND TEST SWITCH 101 REMOTE RELAY (FORM -C / DRY CONTACT) KB KNOX BOX PER AHJ PER AHJ r-KHS-1 KITCHEN HOOD SYSTEM EXISTING POC END OF LINE DEVICE - RESISTOR HONEYWELL 7628 SP SURGE PROTECTION EMERSON FAS -120 TRANSFORMER ENCLOSURE BOSCH D8004 STROBE - WALL - WM C STROBE - CEILING - CM COOPER STWC L� SPEAKER WITH LIGHT - WALL - WM WP SPEAKER WITH LIGHT - WM - WEATHERPROOF SYSTEM SENSOR SPSRK SPEAKER WITH LIGHT - CEILING - CM SYSTEM SENSOR SPSCR v FLOW DETECTOR/SWITCH AVALVE WITH TAMPER DETECTOR/SWITCH POST -INDICATOR VALVE ABBREVIATIONS SYMBOL DEVICE DESCRIPTION WM WALL MOUNTED CM CEILING MOUNTED WP WEATHER-PROOF XP EXPLOSION -PROOF EX EXISTING DEVICE ND NEW DEVICE WD WIRELESS DEVICE HD HARD -WIRED DEVICE N4 NEMA 4 - NON CORROSION -PROOF ENCLOSURE N4X NEMA 4X - CORROSION -PROOF ENCLOSURE N12 NEMA 12 - SEALED ENCLOSURE CO CARBON MONOXIDE HS HEIGHT STRIP JM JAMB -MULLION MM MULLION MOUNTED C� LLI ill O REVIEWED BY: MATT MINNETT SANFORD FIRE DEPT. DATE: , �Z �5_ 1,,17L Johnson Controls JOHNSON CONTROLS 6830 SHADOWRIDGE DR SUITE 211 ORLANDO, FLORIDA 3281L �.�• GP �\CENsi,, cy /moi No 53858 STATE OF ; eta✓ •:�COR10P'�G�� ��` cis � �� 011111\0 `� \N l� CARLOS JAVECH P.E. 13350 SW 40 STREET MIAMI, FLORIDA 33175 ELECTRICAL LIC. 53858 THIS DESIGN INCLUDING SPECIFICATIONS, DRAWINGS AND DESIGN CONCEPTS IS THE PROPERTY OF JOHNSON CONTROLS, (JCI) AND IS FURNISHED ON A CONFIDENTIAL RAr IS WITH Ti IF r-XPRESSFD IJNDERSTAL,iDiFjn THAT IT WII 1 NOT RF Sni D TRANSFERRED, COPIED OR USED TO THF nFTRIMFn!T OF ,lCt WITHni IT,,/KITTEN THF RFCIP!Ft !T FI IRT! IFR AGREES NOT TO DISCLOSE THE CONTENTS TO ANY OTHER PARTY EXCEPT FOR THE SPECIFIC PURPOSE CONTRACTED FOR WITH JCI. JCI MAKES NO REPRESENTATIONS AS TO THE OPERARI!_ITY nc=+ ACCURACY OF ANY SYSTEMS, SUBSYSTEMS, ASSEMBLIES OR OTHER INFORMATION CONTAINED HEREIN UNLESS SPECIFICALLY IDENTIFIED FOR CONSTRUCTION. 24" X 36" - ARCH D SIZE LAST PRINTED: LAST SAVED BY: FILE PATH: G:\ACAD\Master Tyco Drawings\01-Racks Billiards Sports Bar & Grill\Florida, City\FA-Fire Systems\Drawings\3,0 Construction-CD\YYMMDD - CD\CD - Racks Billiards Sports Bar & Grill,dwg c F C °°w U U U) l - Z - s : T Ooh LU C D Y U 0 C DRAWN BY: WJM CHECKED BY: ISSUE DATE: 04.16.2018 PROJECT #: 173-37812-01 COPYRIGHT: JOHNSON CONTROLS SYSTEM: TIRE ALARM SYSTEfVI SHEET: GENERAL NOTES & LEGENDS FA1 00 �E e 21 G go a `v c i b o� a� g� v of F� ro� e� ro �3 �s v 's t� o� c 3 Fm �2'pp A y v w$ ro� o� QO o� jp L C V w ro c r o Ey A� E G � L u C iC o� �y C o� .s o� a 1O c E b €x �0 0 6 US o� o_9 �y a T C IO O Yn 0 V 5° 0 �a a� b �v �3 �o m's �n w Ou._ a� Z� a CD ccr z� � C�� 0 � C'7 UD OQ CC 0 C) oc C� LLI ill O < Q < L; CL � Q <Z_ m Lu0 Er Cf)N z VL U ) �./ J Q THIS DESIGN INCLUDING SPECIFICATIONS, DRAWINGS AND DESIGN CONCEPTS IS THE PROPERTY OF JOHNSON CONTROLS, (JCI) AND IS FURNISHED ON A CONFIDENTIAL RAr IS WITH Ti IF r-XPRESSFD IJNDERSTAL,iDiFjn THAT IT WII 1 NOT RF Sni D TRANSFERRED, COPIED OR USED TO THF nFTRIMFn!T OF ,lCt WITHni IT,,/KITTEN THF RFCIP!Ft !T FI IRT! IFR AGREES NOT TO DISCLOSE THE CONTENTS TO ANY OTHER PARTY EXCEPT FOR THE SPECIFIC PURPOSE CONTRACTED FOR WITH JCI. JCI MAKES NO REPRESENTATIONS AS TO THE OPERARI!_ITY nc=+ ACCURACY OF ANY SYSTEMS, SUBSYSTEMS, ASSEMBLIES OR OTHER INFORMATION CONTAINED HEREIN UNLESS SPECIFICALLY IDENTIFIED FOR CONSTRUCTION. 24" X 36" - ARCH D SIZE LAST PRINTED: LAST SAVED BY: FILE PATH: G:\ACAD\Master Tyco Drawings\01-Racks Billiards Sports Bar & Grill\Florida, City\FA-Fire Systems\Drawings\3,0 Construction-CD\YYMMDD - CD\CD - Racks Billiards Sports Bar & Grill,dwg c F C °°w U U U) l - Z - s : T Ooh LU C D Y U 0 C DRAWN BY: WJM CHECKED BY: ISSUE DATE: 04.16.2018 PROJECT #: 173-37812-01 COPYRIGHT: JOHNSON CONTROLS SYSTEM: TIRE ALARM SYSTEfVI SHEET: GENERAL NOTES & LEGENDS FA1 00 �E e 21 G go a `v c i b o� a� g� v of F� ro� e� ro �3 �s v 's t� o� c 3 Fm �2'pp A y v w$ ro� o� QO o� jp L C V w ro c r o Ey A� E G � L u C iC o� �y C o� .s o� a 1O c E b €x �0 0 6 US o� o_9 �y a T C IO O Yn 0 V 5° 0 �a a� b �v �3 �o m's �n w Ou._ a� Z� a 1 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GRAPHIC SCALE IN FEET N E m S 6830 SHADOWRIDGE DR SUITE 211 ORLANDO, FLORIDA 32812 EF20000890 "'05 J A TT :: ,• NQ 53858 * r 73 STATE OF •�! �3' _z. ENGINEER: jj CARLOS JAVECH P.E.. 13350 SW 40 STREET MIAMI, FLORIDA 33175 ELECTRICAL LIC. 53858 z 0 U D O � G cc,0 cf) CE M Q 0 0 [Z I G 1 5 DRAWN BY: WJM CHECKED BY: ISSUE DATE: 0416,20-18 PROJECT #: 173-37812-01 COPYRIGHT: JOHNSON CONTROLS SYSTEM: FIRE ALARM SYSTEM SHEET: FLOOR PLAN & EQUIPMENT LAYOUT FLOOR PLAN - EQUIPMENT LAYOUT FA1 01 24" X 36" - ARCH D SIZE LAST PRINTED: LAST SAVED BY: FILE PATH: G:\ACAD\Master Tyco Drawings\01-Racks Billiards Sports Bar & Grill\Florida, City\FA-Fire Systems\Drawings\3,0 Construction-CDWYMMDD - CD\CD - Racks Billiards Sports Bar & Grill.dwg U) 0 z� Vrr� J � Q 00 r W� () Q 0,6 7� Q _ finrr. U)CV 11 7 < M z 0 U D O � G cc,0 cf) CE M Q 0 0 [Z I G 1 5 DRAWN BY: WJM CHECKED BY: ISSUE DATE: 0416,20-18 PROJECT #: 173-37812-01 COPYRIGHT: JOHNSON CONTROLS SYSTEM: FIRE ALARM SYSTEM SHEET: FLOOR PLAN & EQUIPMENT LAYOUT FLOOR PLAN - EQUIPMENT LAYOUT FA1 01 24" X 36" - ARCH D SIZE LAST PRINTED: LAST SAVED BY: FILE PATH: G:\ACAD\Master Tyco Drawings\01-Racks Billiards Sports Bar & Grill\Florida, City\FA-Fire Systems\Drawings\3,0 Construction-CDWYMMDD - CD\CD - Racks Billiards Sports Bar & Grill.dwg EE E E E E E E E E E E -1 EOL STROBE -E: C /O� C /O' C D C _ /�� C C w CIRCUIT #3 w I N.12 N.13 N.14 N.15 N.16 N.17 CM CM WM CM CM CML W W 15cd 15cd 15cd 15cd 75cd 75cd 1 -WATT 1 -WATT 1 -WATT W E E E E E E --E E E E E EOL SPEAKER CIRCUIT E E � r -E E w /0/ ��/_ ( �{ EOL STROBE \C /U\ C "� F\'(:� C 7" - �`� CIRCUIT #2 w N.7 N.8 N.9 WP N.10 NA CM CM WM CM CM w 75cd 75cd 15cd 75cd 75cd 1 WATT 1 WATT 1 WATT w E E E E E E E E --- E E E _j USE EXISTING-- - // EOL STROBE CABLE FOR 3 -NAC w � � /�---31-'==1 `� /\V CIRCUIT #1 CIRCUITS FOR ALL N.1 c N.2c N.3 c NA N.5 c N.6c STROBES w CM CM CM CM CM CM STROBE NAC I75cd 75cd 75cd 75cd 75cd 75cd CIRCUITS SHOWING 1 -WATT 1 -WATT 1 -WATT IN GRAY w III w ��_D -D - D Pl- a E 12 13 w W( KB d D D D --- 11 w w r� LJ © LJ V V D D ..-_-- D_E_ U a BATTERY CALCULATION WORKSHEET VOLTAGE DROP CALCULATIONS Fire Alarm Control Panel MS-5UD NUMBER OF DEVICES CURRENT PER DEVICE TOTAL CURRENT Circuit #1 14ga Wire = 3.26 ohms per 1000' Total Current = 0.738 Longest indicating circuit = 166' Total loop distance = 332' Voltage drop at device # N.6 Amp 0.738 X Wire 1.082 = Voltage Drop 0.79 20.4Vdc - 0.79 Drop = Voltage drop at last device 19.6Vdc Which exceeds the min, required. E E E E E E ---E E E E E E EF20000 \9(11111 ALARM SUPV, ALARM SUPV, FACP -1 0.214 0.11 0.214 0.11 Annunciator 1 0.04 0.015 0.04 0.015 Smoke Detector 1 0.13 0.0005 0.13 0.0005 Pull Station 5 0 0 0 0 Key Lack Box 1 0 0 0 0 Kitchen flood System 1 0 0 0 0 W vo 0 0 0 0 o Circuit #2 14ga Wire = 3.26 ohms per 1000' 1 Total Current = 0.558 Longest indicating circuit = 156' Total loop distance = 312' Voltage drop at device # N.11 Amp 0.558 X Wire 1.017 = Voltage Drop 0.56 20.4Vdc - 0.56 Drop = Voltage drop at last device 19.8Vdc Which exceeds the min. required. 0 CD W 0 0 0 0 0 0 0 0 0 o .Speaker Strobe Weatherproof 15cd -1 0.066 0 0.066 o 0 0 0 0 0 o Speaker Strobe 75cd 6 1 0.111 0 0.666 0 Speaker Strobe 15cd 2 0.041 0 0.082 o 0 0 0 0 0 0 Strobe 75cd 6 0,135 1 0 0.81 0 Circuit #3 14ga Wire = 3.26 ohms per 1000' Total Current = 0.450 Longest indicating circuit = 210' Total loop distance = 420' Voltage drop at device # NA 7 Amp 0.450 X Wire 1.369 = Voltage Drop 0.61 20AVdc - 0.61 Drop = Voltage drop at last device 19.7Vdc Which exceeds the min. required. Strobe 15cd 2 0.061 0 0.122 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 2.19 0,153 0 0 0 o 0 24 0 0 0 0 X 0.068 = 1.188 0 0 0 0 0 0.25 0 0 0 o TOTALS 2.13 0.1255 B. STANDBY TIME (24 OR 60 HOURS) 5.4198 A. TOTAL SUPERVISORY CURRENT 0.1255 B. STANDBY TIME 24 OR 60 HOURS 24 C. TOTAL SUPERVISORY CURRENT X STAND BY TIME 3.012 0.25 D. TOTAL ALARM CURRENT 2.13 E. ALARM TIME IN HOURS 5 min = 0.084 hrs 15 min = 0,250 hrs 0.25 F. TOTAL ALARM CURRENT X ALARM TIME 0.5325 H. TOTAL REQUIRED AMPERE AFTER A 1.2 DERATING FACTOR G. REQUIRED AMPERE HOURS lAdd line C & F 3.5445 H. TOTAL REQUIRED AMPERE AFTER A 1.2 DERATING FACTOR 1 7 AH 4.2534 INSTALLED BATTERY WILL BE 7 AH 8 9 10 < I t v J �I� < I W L ll D D D - KHS w IF1 7 I � w t�l U U DTft w 6 I W II l�-� � G- M I C W F t� 4 I WIC RELAY OUTPUT (ALARM) TO tl --D D D D --D ----/SHOPPING CENTER FIRE ALARM CONTROL PANEL, WI I G - RELAY OUTPUT (TROUBLE) TO SHOPPING CENTER FIRE ALARM CONTROL PANEL, 5 I I I X111 I RELAY OUTPUT FOR CAC EVAC nal D D D ---D ! AUDIO EQUIPMENT SHUT 3 DOWN ON ALARM rl 5a l 1 ® A 2 120 VAC GABLE LEGEND A A A A A A A A A A A A Ifto %ff 9 ®%1 R %w ® fte JOHNSON CONTROLS 14/2 FPLP C c c c c c c c c c c c 6830 SHADOWRIDGE DR SUITE 211 D n U -- --D -----D --D ---.-n U D D D D ORLANDO, FLORIDA 32812 E E E E E E ---E E E E E E EF20000 \9(11111 F F F F F F F F F F F F 18/6 FPLP SHIELDED 0,13 *� +4 No 53858 0.13 CABLE 1 -'P : STATE OF 0.023 ,- oRrRP.•'`# ./'ANAL 0.023 0 0 /1 ENCrINEER: 0 0 CARLOS JAVECH P.E. 0 13350 SW 40 STREET 0 MIAMI, FLORIDA 33175 ELECTRICAL LIC. 53858 0 0 0 0 0 0 0 0 0 0 CLcf) 0 f co 0 Q 0 rr CE 0 W vo 0 06 0 rr M�-- Q 0 _.I rT- 0 CD W 0 11 CU 8 9 10 < I t v J �I� < I W L ll D D D - KHS w IF1 7 I � w t�l U U DTft w 6 I W II l�-� � G- M I C W F t� 4 I WIC RELAY OUTPUT (ALARM) TO tl --D D D D --D ----/SHOPPING CENTER FIRE ALARM CONTROL PANEL, WI I G - RELAY OUTPUT (TROUBLE) TO SHOPPING CENTER FIRE ALARM CONTROL PANEL, 5 I I I X111 I RELAY OUTPUT FOR CAC EVAC nal D D D ---D ! AUDIO EQUIPMENT SHUT 3 DOWN ON ALARM rl 5a l 1 ® A 2 120 VAC GABLE LEGEND A A A A A A A A A A A A THHN H H H B B B B B B H H B 14/2 FPLP C c c c c c c c c c c c 18/4 FPLP D n U -- --D -----D --D ---.-n U D D D D 18/2 FPLP E E E E E E ---E E E E E E 18/2 FPLP SHIELDED F F F F F F F F F F F F 18/6 FPLP SHIELDED 0,13 EXISTING 0.13 CABLE BATTERY CALCULATION WORKSHEET SP40S NUMBER OF DEVICES CURRENT PER DEVICE TOTAL CURRENT Voice Evacuation Control DEVICE ALARM SUPV. ALARM SUPV. SP40S 1 2.16 0,13 2.16 0.13 SPRM 1 0,03 0.023 0.03 0.023 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 2.19 0,153 A. TOTAL SUPERVISORY CURRENT 0.153 B. STANDBY TIME 24 OR 60 HOURS 0 24 C. TOTAL SUPERVISORY CURRENT X STAND BY TIME 3.672 TOTAL SPEAKER WATTAGE 9 X 0.068 = 1.188 D. TOTAL ALARM CURRENT 3.378 E. ALARM TIME IN HOURS 15 MIN = 0.250 HRS 0 0.25 F. TOTAL ALARM CURRENT X ALARM TIME TOTALS 0.8445 G. REQUIRED AMPERE HOURS jAdd line C & F 4.5165 H. TOTAL REQUIRED AMPERE AFTER A 1.2 DERATING FACTOR B. STANDBY TIME (24 OR 60 HOURS) 5.4198 INSTALLED BATTERY WILL BE 7 AH BATTERY CALCULATION WORKSHEET Honeywell IGSMCFP4G NUMBER OF DEVICES CURRENT PER DEVICE TOTAL CURRENT Commercial Fire Communicator ALARM SUPV. ALARM SUPV. IGSMCFP4G 1 0.215 0.19 0.215 0.19 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOTALS 0.215 0.19 A. -TOTAL SUPERVISORY CURRENT 0.19 B. STANDBY TIME (24 OR 60 HOURS) 24 C. TOTAL SUPERVISORY CURRENT X STAND BY TIME 4.56 D. TOTAL ALARM CURRENT 0.215 E. ALARM TIME IN HOURS 5 min = 0.084 hrs) 15 min = 0,250 hrs 0.25 F. TOTAL ALARM CURRENT X ALARM TIME 0.05375 G. REQUIRED AMPERE HOURS JAdd line C & F 4.61375 H. TOTAL REQUIRED AMPERE AFTER A 1.2 DERATING FACTOR 5.5365 INSTALLED BATTERY WILL BE 1 7 AH z 0 U °W cc C O co CC rr 000 z � � - S S Co 00 W T- r LU CD CC 0 0U(BY DRAWN : WJM D ISSUE DATE: 04.'16.2018 PROJECT #: 173-37812-01 COPYRIGHT: JOHNSON CONTROLS SYSTEM: FIRE ALARM SYSTEM SHEET: RISER DIAGRAM & BATTERY CALCULATIONS B) RISER DIAGRAM POWER CALCULATIONS SCALE: NOT TO SCALE SCALE: NOT TO SCALE FA1 24" X 36" - ARCH D SIZE LAST PRINTED: LAST SAVED BY: FILE PATH: G:\ACAD\Master Tyco Drawings\01-Racks Billiards Sports Bar & Grill\Florida, City\FA-Fire Systems\Drawings\3.0 Construction-CD\YYMMDD - CD\CD - Racks Billiards Sports Bar & Grill.dwg