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HomeMy WebLinkAbout5713 Gall BlvdJERRY'S CRYSTAL BAR INC GENERAL NOTES: THIS DRAWING HAVE BEEN DESIGNED TO CONFORM TO THE 2017 FLORIDA BUILDING CODE 6TH EDITION ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; HAS APPLIED "RATIONAL ANALYSIS' FOR THE STRUCTURAL DESIGN OF THIS STRUCTURE. THE BUILDING (INCLUDING ALL COMPONENTS AND CLADDINGS) SHALL BE DESIGNED FOR THE FOLLOWING SUPERIMPOSED LOADS: SLAB: LIVE LOAD - 50 P.S.F. DEAD LOAD -10 P.S.F. ROOF: LIVE LOAD - 20 P.S.F. DEAD LOAD -10 P.S.F. SOIL BEARING & COMPACTION: THESE PLANS WERE DRAWN BASED UPON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 P.S.F. (MINIMUM). THE CONTRACTOR/PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE SOIL ON THE SITE IS PROPERLY PREPARED & COMPACTED SUCH THAT IT CAN SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. ARKAY ENGINEERING, INC.; A REGISTERED, LICENSED, FLORIDA PROFESSIONAL STRUCTURAL ENGINEERING COMPANY; DESIGNED THESE FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION SITE NOR PERFORMING ANY SOIL TESTING. ARKAY ENGINEERING, INC. SHALL NOT BE RESPONSIBLE FOR THE SITE SOILS ABILITY TO SUPPORT THE BUILDING LOADS. FOUNDATIONS & SLAB -ON -GRADE: BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.S.F. FOUNDATION LOADING. SLAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY COMPACTED AND TERMITE POISONED SOIL. CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P S I REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35" FOR #7 REBAR. PLANS ARE ENGINEERED FOR A MAXIMUM STEMWALL HEIGHT OF 4 COURSES (AFTER FINAL SITE GRADING). THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE EXACT STEMWALL HEIGHT BASED UPON SITE CONDITIONS PRIOR TO POURING THE FOUNDATION AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COURSES ARE REQUIRED. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS. MASONRY WALLS: CONCRETE MASONRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH ASTM C-90 AND SHALL HAVE A MINIMUM FM OF 1,500 P.S.I. MORTAR SHALL CONFORM TO ASTM C-270 AND SHALL BE EITHER TYPE M OR S. REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A-615. LAP SPLICES, WHERE REQUIRED, SHALL BE A MINIMUM OF 25" FOR #5 REBAR, 30" FOR #6 REBAR & 35' FOR #7 REBAR. GROUT FOR THE POURED CELLS AND LINTELS SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8", PLACED AT AN 8 TO 11 INCH SLUMP AND HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,500 P.S.I. (WHEN TESTED PER ASTM C-1019). PROVIDE CLEAN -OUT OPENINGS (12 80. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT. SOIL TERMITE TREATMENT: TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING PESTICIDES APPLIED TO SOIL, OR WOOD, BAITING SYSTEMS, OR OTHER APPROVED PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. A "CERTIFICATE OF COMPLIANCE" SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A "CERTIFICATE OF OCCUPANCY" WILL BE ISSUED. THE CERTIFICATE SHALL STATE "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." IF A REGISTERED TERMITICIDE BAIT SYSTEM IS TO BE USED FOR SUBTERRANEAN TERMITE PREVENTION, ABOVE DO NOT APPLY. A SIGNED FIVE YEAR CONTRACT FROM THE ISSUE OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE BAITING SYSTEM SHALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE SLAB POUR. THE SYSTEM MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. BUILDING DATA - POOL TABLE AREA 1064 SQ.FT STORAGE ROOM 408 SQ- FT. STAGE AREA 160 SQ.FT_ BAR AREA 480 SO. FT. RESTROOMS 528 SQ. FT. LIQUOR STORAGE 70 SQ, FT. OFFICE 140 SQ. FT. WALK IN COOLER 191 SQ-FT_ SEATING AREA 1959 SQ.FT. OUTDOOR AREA 240 SQ. FT INITIAL SOIL POISONING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION, BACKFILLING & COMPACTION ARE COMPLETE ANY SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RE -TREATED (INCLUDING ANY BOXED OR FORMED AREAS) - BOXED AREAS IN THE CONCRETE SLAB FOR INSTALLATION OF TRAPS SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF AN ADEQUATE SIZE & DEPTH TO ELIMINATE ANY DISTURBANCE OF THE SOIL AFTER THE INITIAL TREATMENT. A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR BARRIER PLACEMENT, RE -TREATMENT SHALL BE REQUIRED ANY CONCRETE OVERPOUR, MORTAR OR ST UCCO MATERIALS ALONG THE FOUNDATION PERIMETER MUST BE REMOVED PRIOR TO EXTERIOR SOIL TREATMENT EXTERIOR SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN 12 INCHES OF THE STRUCTURE SIDE WALLS AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION IS COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION). ANY SOILS DISTURBED AFTER THE VERTICAL BARRIER IS APPLIED, SHALL BE RE -TREATED. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST 12 INCHES AWAY FROM THE BUILDING SIDEWALLS AFTER AI I WORK IS COMPLETED, ANY LOOSE WOOD AND FILL MUST BE REMOVED FROM BELOW AND WI HIN 12 INCHES OF THE BUILDING. THIS SHALL INCLUDE ALL GRADE STAKES, TUB TRAP BOXES FORMS, SHORING AND ANY OTHER CELLULOSE CONTAINING MATERIALS. THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTIONS: PAINT AND DECORATIVE CEMENTITIOUS FINISHES LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION WALL) AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES TO ALLOW FOR INSPECTION FOR FUTURE TERMITE INFESTATIONS WIND: BUILDING IS DESIGNED TO CONFORM TO ASCE 7-10, CHAPTERS 26 THRU 31; PER 2017 FLORIDA BUILDING CODE, AND 2017 FLORIDA BUILDING CODE 6TH EDITION SECTION 1609.1.1. WIND DESIGN ASSUMPTIONS: BUILDING EXPOSURE - B BUILDING RISK CATEGORY - II MEAN ROOF HEIGHT 30' OR LESS HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT = 1.0 ENCLOSED BUILDING INTERNAL PRESSURE COEFFICIENT = +1- 0.18 WIND SPEED SHOWN AT THE BOTTOM RIGHT CORNER OF THIS SHEET ALL STRUCTURAL ELEMENTS, EXTERIOR WALLS AND INTERIOR WALLS SHALL BE TYPE V CONSTRUCTION PER FBC 602.5 COMPONENT & CLADDING WIND LOADS ALL OTHER BUILDING ROOF OVERHANG COMPONENT ZONE LOADS LOADS 1 N/A +37.0/40.5 2 -75.5 +37.0/-64.5 3 1269 +37.0/-102.2 4 N/A +40.5/-43.9 N/A +40.51-54.9 EXTERIOR WINDOWS & DOOR ASSEMBLIES: ALL EXTERIOR WINDOW & GLASS DOORS SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/IS2 STANDARDS AND BEAR AN AMMA OR WDMA LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENING SUBSTRATE. INSTALL ALL WINDOW & DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURES SPECIFIED. SAFETY GLAZING: THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSES OF GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308: (1) GLAZING IN SWINGING DOORS, FIXED AND SLIDING PANELS OF SLIDING DOOR A0�W11&A8'IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING HTHESE COMPARTMENTS EWTHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THANG¢0 ILVINGEN ANOINDI I AL FIXEDLOR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24 INCH RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FINISHED FLOOR OR WALKING SURFACE. (4) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING CONDITIONS: A) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQ. FT. B) BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. D) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - SECTION R308 FOR ADDITIONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING. 11 NET = 96 PEOPLE 300 GROSS = 1.5 PEOPLE 5 NET = 32 PEOPLE 100 GROSS = 5 PEOPLE N/A 300 GROSS = 1 PERSON 100 GROSS - 1.5 PEOPLE N/A 15 NET = 130 PEOPLE 15 NET = 16 PEOPLE TOTAL AREA 5240 SQ.FT. TOTAL OCCUPANCY 282 PEOPLE USE AND OCCUPANCY: ASSEMBLY A-2 CONSTRUCTION TYPE: VB FIRE PROTECTION- SPRINKLED PER FBC 2017 6TH EDITION CHAPTER 10 SECTION 903.2-1.2 PLUMBING FIXTURES PER FBC 2017 6TH EDITION PLUMBING TALE 403.1 5707 GALL BLVD ZEPHYRHILLS, FL 33542 1 \LIVILI V LLJ 1 1 \tJIVI V I I L 6TH EDITION FLORIDA FIRE PREVENTION 6TH EDITION 2017 FLORIDA BUILDING CODE 6TH EDITION 2017 FLORIDA ACCESSIBILITY CODE 6TH EDITION 2017 FLORIDA ENERGY CONSERVATION CODE 6TH EDITION 2017 FLORIDA MECHANICAL CODE _ sir C� guns" 6TH EDITION 2017 FLORIDA PLUMBING CODE ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, 2017 NFPA 10 (STANDARD FOR PORTABLE FIRE EXTINGUISHERS) NATIONAL ELECTRIC CODE, 2014 NATIONAL ELECTRICAL CODE (NFPA 70) AND THE CITY OF ZEPHYRHILLS ORDINANCES CONTRACTOR TO PROVIDE TACTICAL SIGNS AS REQUIRED CONTRACTOR TO PROVIDE SIGNS DESIGNATING TYPE OF ROOF CONSTRUCTION BUILDING HAS STEEL ROOF SYSTEM LIGHT FRAME CONSTRUCTION SIGN NOT REQUIRED INTERIOR FINISHES TABLE 803.11 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY` GROUP SPRINKLERED' Corridorsand Rooms and Interior exit stairways and ramps enclosure for exit enclosed and exit passageways' access stairways spaces` and ramps NONSPRINKLERED Interior exit stairways and Corridors and Rooms and enclosure for exit ramps and exit enclosed " access stairways passageways" spaces` and ramps A-i A-2 B B C A A° B` A-3', A4, A-5 B B C C A B, B, M. R-1 B C A B C R4 B C C C A B B F C C B C C H B B Cl A A B L-1 B - -- B C C A B B 1-2 - B Bar A A B I-3 A -- Ai C A A B T-4 R-2 B C B - g" - A A B B C C B C R 3 —_ C C C C C C S C C B C -- - No restrictions U - --� No restrictions For SL I inch = 25.4 mnr, I square foot = 0.0929m'. a. Class C interior finish materials shall be permitted for wainscotting or paneling of not more than IM)o square feet of applied surface area in the grade lobby where applied directly to a noncombustible base or over furring strips applied to a noncombustible base and fireblocked as required by Section 803.13.1. b. In other than Group 1-3 occupancies in buildings less than dime stories above grade plane, Class R interior finish for nonsprinklered building% and Class C interior finish for sprinkiered buildings steal be permitted in interiorexit stairways and ramps. c. Requirements for rooms and enclosed spaces shall be based upon spaces enclosed by partitions. Where a fire -resistance rating is required for structural elements, the enclosing, partitions shall extend from the floor to the ceiling. Partitions that do not comply with this shall be considered enclosing spaces and the rooms or spaces on both sides shall he considered one. in determining the applicable requirements for rooms and enclosed spaces, the specific uccupancy thereof shall be the governing factor regardless of the group classification of the building or structure. d. Lobby areas in Group A-L A-2 and A-3 occupancies shall not be less than Class B materials. e. Class C interior finish materials shalt be permitted in places of assembly with an occupant load of 300 persons or less_ f. For places of religious worship, wood used for ornamental purposes, tosses, paneling of chancel furnishing shall be permitted. g. Class B material is required where the building exceeds two stories. It. Class C interior finish materials shall be permitted in administrative spaces. i. Class C interior finish materials shall he permitted in rooms with a capacity of four persons or less. j. Class B materials shall he permitted as wainscotting extending not more than 48 inches above the finished floor in corridors and exit access stairways and ramps. k. Finish materials as provided for in other secdons of this code. L= Applies when protected by an automatic sprinkler system installed in accordance with Section 903.3.1.1 or 9033.1.2. INTERIOR FINISH SCHEDULE INTERIOR FINISHES TO BE DETERMINED BY OWNER RESTROOM FLOORS TO BE A NON ABSORBENT MATERIAL RESTROOM WALLS TO BE A NON ABSORBENT MATERIAL MINIMUM48" A.F.F. PLAN INDEX: SHEET B 1 BUILDING FLOOR PLAN SHEET B 2 : HIGH WALL WINDOW LAYOUT PLANL EXTERIOR DOOR AND WINDOW SCHEDULE INTERIOR DOOR SCHEDULE SHEET B 3 : BUILDING ELEVATIONS SHEET S 1 : BUILDING CUT SECTION DETAIL INTERIOR WALL SECTION DETAILS SHEET S 2 : FOUNDATION PLAN SHEET S 3 : BAR JOIST LAYOUT PLAN SHEET S 4 : CEILING JOIST PLAN LINTEL LOAD CHART LINTEL DETAIL PRODUCT APPROVAL NUMBERS SHEET M 1 : HVAC LAYOUT SHEET M 2 HVAC DETAILS AND SPECIFICATIONS SHEET E 1 LIGHTING PLAN SHEET E 2 POWER PLAN SHEET E 3 PANEL SCHEDULE LOAD CALCULATIONS RISER DIAGRAM ELECTRICAL NOTES SHORT CIRCUIT VOLTAGE DROP ELECTRICAL SYMBOL LEGEND SHEET LS LIFE SAFETY PLAN SHEET P1 SANITARY RISER DIAGRAM SANITARY LINE PLAN WATER RISER DIAGRAM SHEET P2 : ADA FIXTURE DETAILS PLUMBING FIXTURE SCHEDULE PLUMBING FIXTURE LAYOUT ADA COUNTER DETAIL WATER HEATER DETAIL Al 'S21) 3 ak SH1'�►-� CDMP DA DS A� 1- W pFtK ES ANp SiA►`� NFFA GoD -4 a�l� DATE - CITY OF p L SAfEN F1aE pPl T, L. HA SON 4 4550C;1ATE5, INC. ANDY ARKA1" ENGINEERING-,: INC. structural engineers CON6ULTING NGIN E 5 WATSON 19�3 E. Ed ewood Drive, Lakeland FI 33803 E E R J ENG!NEERING BUSINE55 NO. E55030 D E S I G N S I N C Phore 8634088-6500 Fax 863-680-655-1 State of E I or i da Certificate of Author i zat i or E8634-1 Post Office Box 1120 RESIDENTIAL AND COMMERCIAL BUILDING DESIGNS 1�/�` _ # }� I chard L K I dde fi. E, Florida L I serge 3-i256 Dade Gity, Florida 3352ro 13821 U.S. HWY 98 BY PASS DADE CITY, FLORIDA 33523 y (352) 521-5848 TNOMAS L. NAN50N, PE 38654 OFFICE 352-523-2077 FAX 352-567-2070 ARKAY 18739 \) v 100, 0" 48" 294 100 121 Otl 440 SIDEWALK EDGE s c11 � .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. to O m m(z u N .. .. ... .. .. ... .. . . .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ... .. ... .. ... — -c� 0.1 ' 4' 4" 30, 0„ 31' 4„ 30' 0, 4' 4" z Q 0 _ — .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. .. ... .. ) I-LL ji ul Lu Z c: J m Qj CD > O � ui COVERED OUTSIDE SEATING a �M-0 SIDE WALK SLAB MAXIMUM 1/2" " BELOW BUILDIN FIN[ H FLOOR COVERED ENTR 16'4" AWNING OVER GLASS L - /SIDE WALK SLAB MAXIMUM 1/2" �l cEl ELOW BUI DING FINISH FLOOR W LL J °D • . • 11' 8" 10' 0' 2' 0" 3' 4" 17' 10•' ' 0" ' 4" 2' 0 17' 10" 4' 8" 4' 8" 4' 8" 11' 8" W 0 �p -c ,fy(�3� (y iL j) w 0 0 T V. � T.V. T.V. C 0 6, 8" 301 0„ 281011 0 co � " " 11 " „ " OPEN CEILING TO BAR JOIST to "BIKE LLJ T8" 82 80 82 80 82 80 8'2" Lo too U 0 - N N i I I Z c'� � rn lit " O "� CV N " 1 I I I I 1 1 1 a 49 `r' � o 0 M —- — - — - — - — - ------------------ --- -- MENS o Lu t 10'0" HARD CLG i„ � POOL TABLE POOL TABLE POOL TABLE POOL TABLE WOM E NS c N 10'0" HARD CLG �t ED p FLOOR DRAIN FLOOR DRAW 49 i� ® 1' 6" ® o }� c� --- ------------------- -- --- CD -- - - - —- - - — M x 0 x Lo -- e -i N It la z N ' m t•- G At f z O 3' 0" 43' 0" 3' 0" -+'6' 5" 3' 0" 7' 10" W Z HOSE OPEN CEILING TO BAR JOIST 4%" 2" 2" "�" ' 6%" 2" i QQ O GO 1 i BIBA 1co lit 4' 8" 3' 4" 5' 0" 6' 0" 5' 0" 3' 4" 5' 0" 6' 0" CS4 I I I I I I I I •••/,��,• - - - - — - — - — - - — - - BAR DESIGN TO BE VERIFIED BY OWNER ••••.' •••••• N p HIGH TOP HIGH TOP HIGH TOP HIGH TOP M ••.�•.•• U 5' O" ,••,•• 60 GAL ELEC •••r • �Q'� p WATER HEATER 1� - - - - - - - - - --------- ............. .....................• "..--.............. • • l`"/J O . . j o OPEN CEILING TO BAR JOIST ; 1, ��®`�"I" SODA �� SITE BUILT N o" 21-36DP-710EBIN o O WALK IN COOLER o 49 Lo zo s i 5' 8" m ° BY OTHERS 4' 8116' 0" 5' 0" 3' 4" 5' 0" 6' 0" 5' 0" 3' 4" 8' 4" ' occ a w 4' 0" 6' 0" 1' 8" 4' 0" 4' 0" 11' 0'/2" 14' 0%" I ti 4 5 ED in' I f�j j� I_ _ _ _ I jf I _ _ _ I jf /f �� I _ _ _ I �j I % `�F� a/e" Y FLOOR DRAIN STORAGE ROOM ? — - m FLOOR DRAIN eQ T.V. y FLOOR DRAIN O OPEN CEILING TO BAR JOIST ` ® a ® PACKAGE CABINET LOW TOP LOW TOP LOW TOP LOW TOP ti o >. T.V. Wo iffE = BOTTLE LIQUOR OPEN CEILING TO BAR JOIST a d U SERVING CABINET ir . O r , ------ � ----- ----- 3,2„ 2'0" 8'0" 4s/e" 5�0�� $� 0 0 0 0 :• `ZJ m M SKIHI2SS xZ O O O O j i 21-36DP-7 ICE BIN SKICB4T72LR 4 COMP SINK HAND WASH UJ m w O u') % O SODA zp i FLOOR DRAIN O 14�U- 3'4" 5' 0" 3 4" 5' 0" 3' 4" 8' 4" I I : ' : ' Q co ,lit, ------------------------ 1 J BABCOCK ROOF ACCESS DAVIS BA3630 ¢ TCH Mj LL I � WITH FIXED LADDER E..� W w IYFO-300A ICE MACHINE '^ BAR DESIGN TO BE VERIFIED BY OWNER MANITOWOC J a o D --- - Q J 3 LOW TOP = FLOG® RAIN 1 4' 8" OPEN FLOOR AREA _ `° ® FOR BAND c IOPEN CEILING TO BAR JOIST I c 1 SPRINKLER OFFICE UTILITY lid CL STAFF CLOSET © 10'0" HARD CLG 10'0" HARD CLG : ' : : : W 10'0" HARD ClG OPEN TO BAR JOIST it .m z ARCADE GOLF 51 0" 4' 0" 7' 7%-' 6' 0" 6' 8" iff 18' 4" 16' 4" BOWLING ARCADE GAME o ATM o0 4%" 45/ 4%" MOP SINK 4%" ... .. ... T.V. T.V. a I I , , HOSE ... .. ... .. ... .. ... .. ... .. ... ,. BIB .. ... .. ..SPRINKLER .. ... .. ... .. ... .. ... .. ;.. .. ... ALL CELLS OF 8" BLOCK WALLS TO I , , 6 WATER INLET 12 O HAVE 1 - #5 VERTICAL ROD FROM �. O FOOTINGS BELOW TO TOP OF WALL : : : : : : : : : : : : : : : : : : : : : : .. .. ... .. ... .. ... .. WITH CELLS POURED SOLID WITH .. ... .. ... .. MINIMUM 2500 PSI CONCRETE 6, 4" I 30, OK !2, 0" 11 .. .. .. .. .. l 7'8" X 4'0" AWNING 1 .. .. .. .. .. .. .. .. 4'2" X 4'0� AWNIN 1 I. ------------ ------------- ------ •- --*--- SIDEWALK EDGE 100, 0" FLOOR PLAN 1 /411 = 1' 0" 3 5/8" 20 GA STEEL STUD WALL FROM 3 5/8" 20 GA STEEL STUD WALL 10'0" ALL EXTERIOR WALLS ACT AS SHEAR WALLS FLOOR TO BOTTOM OF ROOF DECK ABOVE FINISH FLOOR WITH 1/2" WITH 1/2" GYPSUM BOARD EACH SIDE GYPSUM BOARD EACH SIDE ARKAY ENGINEERING INC. OSTRUCTURAL ENGINEERS Z 5 1/2" 20 GA STEEL STUD WALL FROM 5 1/2" 20 GA STEEL STUD WALL 10'0" FLOOR TO BOTTOM OF ROOF DECK ABOVE FINISH FLOOR WITH 1/2" WITH 1/2" GYPSUM BOARD EACH SIDE GYPSUM BOARD EACH SIDE RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 4 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS 1 THE 24'0" TALL 8" BLOCK WALLS 234" TALL 8" BLOCK WALLS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AGREE TO UNDERSTANDS S,IDEMTHAT IFY,AN DEFENER D DESIGNER IRO IALLCLACS,LOSSE AND THEREFORE ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, St IT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIARI F FOR COST OF FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY 18739 RFDAIRS OR OFFIAY TO T4IF f ONSTRLI .LION rr u1 •� � N V) z 5:x 100, 01, — �3 z w W o ►� z� ul c' 4' 4" 30' 0" 31' 4" 30' Ott 4' 4" 0� 3, ul 16'4" AWNING OVER GLASS li Lai Q Q !t Lu r+ 4' 8" " 418" Yl 418" 4, 8" " 4, 8" " 4, 8" 11' 8" 11 70 -0 -- -- -- -- -- -- - -- -- -- -- -- UJ -- -- -- ---- -- -- -- -- -- - -- -- -- -- -- - - -- - cps I I 1 w� 0 I 1 1 1 M O Q W F F F F F F 0. N (K OPEN CEILING TO BAR JOIST - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - �ff "_ __/L iiiiii( '*'-_1_.! - - - - - ----------- EXTERIOR DOOR AND WINDOW SCHEDULE PLAN DOOR TYPE FRAME TYPE GLASS HARDWARE KEY CYLINDER EXTERIOR TURN THUMB INTERIOR ACTIVE DOOR. EDGE BOLTS INACTIVE DBL 3'0"X8'0" GLASS STORE DOOR. FRONT UNIT WITH FIXED BRONZE ALUMINUM INSULATED TINTED ALUMINUM BAR INTERIOR EACH DOOR A GLASS U-VAL = .45 MIN DOOR CLOSURE EACH DOOR R.O. 14'4"X8'0" T.B.V. SHGC = .35 MIN LOW ADA SILL WIND PRESSURE +30.00 / - 36.70 BOTH DOORS TO BE UNLOCKED DURING BUSINESS HOURS KEY CYLINDER EXTERIOR TURN THUMB INTERIOR ACTIVE DOOR. EDGE BOLTS INACTIVE B INSULATED TINTED DOOR. DBL 3'0"X8'0" GLASS STORE BRONZE ALUMINUM ALUMINUM BAR INTERIOR EACH DOOR FRONT UNIT U-VAL = .45 MIN DOOR CLOSURE EACH DOOR WIND PRESSURE +31.74 / - 40.08 SHGC = .35 MIN LOW ADA SILL BOTH DOORS TO BE UNLOCKED DURING BUSINESS HOURS C 3'0"X8'0" FLUSH STEEL N/A ADA LEVER KEY EXTERIOR HOLLOW METAL U-VAL = .35 MIN PANIC EXIT DEVICE INTERIOR CLOSURE WIND PRESSURE +33.42 / - 43.44 R -VAL = 2.85MIN LOW ADA SILL KEY CYLINDER EXTERIOR TURN THUMB INTERIOR INSULATED TINTED ALUNUM BAR INTERIOR 3'0"X8'0" GLASS STORE DOOR CLOSURE D FRONT UNIT BRONZE ALUMINUM U-VAL = .45 MIN LOW ADA SILL SHGC = .35 MIN WIND PRESSURE +33.42 / - 43.44 DOOR TO BE UNLOCKED DURING BUSINESS HOURS E 10'0"X 8'0" GLASS INSULATED TINTED SLIDE BAR LOCK GARAGE DOOR BRONZE ALUMINUM U-VAL = .45 MIN WIND PRESSURE +30.64 / - 37.94 SHGC = .35 MIN 4'8"X5'6" FIXED GLASS INSULATED TINTED F WIND PRESSURE +33.28 / - 43.02 BRONZE ALUMINUM U-VAL = .45 MIN N/A SHGC = .35 MIN HARDWARE FINISH AND MANUFACTURE TO BE CHOSEN BY OWNER LTHELIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE ES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND NSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE ECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION INGS, BUT IN THE GVENT ERRORS OCCUR THE DESIGNER WILL. NOTBELIABLEFORCOSTOF R§ OR DELAY TO TIFF C.ONS7 RUCTIONMW Q CD O O Z icn M d' I Q O O N W N r- T- v- 4-2- OVVM n To EAST HIGH WALL PLAN 1/411= 1' 0" THIS IS FOR WINDOW LAYOUT M L0 CO � m LU Z ~ m p o INTERIOR DOOR SCHEDULE PLAN DOOR TYPE FRAME TYPE HARDWARE ADA LEVER SATIN 1 3'0"X7'0" FLUSH METAL DOOR STEEL CHROME KEY LOCK DOOR CLOSURE SATIN CHROME HINGES ADA LEVER SATIN 2 3'0"X7'0" FLUSH METAL DOOR STEEL CHROME PRIVACY LOCK DOOR CLOSURE SATIN CHROME HINGES ADA LEVER SATIN 3 3'0"X7'0" FLUSH METAL DOOR STEEL CHROME PASSAGE LOCK SATIN CHROME HINGES ADA LEVER SATIN CHROME PASSAGE LOCK 4 3'0"X7'0" FLUSH METAL DOOR STEEL DOOR CLOSURE THIS DOOR TO BE LABELED EMPLOYEES ONLY ON EXTERIOR SIDE SATIN CHROME HINGES ADA LEVER SATIN 5 2'8"X7'0" FLUSH METAL DOOR STEEL CHROME PRIVACY LOCK DOOR CLOSURE SATIN CHROME HINGES ADA LEVER SATIN CHROME 6 DUMMY ON EXTERIOR FACE DBL 2'8"X7'0" FLUSH METAL DOOR STEEL OF EACH DOOR SATIN CHROME HINGES BALL CATCH EACH DOOR TOP HARDWARE FINISH AND MANUFACTURE TO BE CHOSEN BY OWNER ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II U Z N L.L Q M m Q M J > J Q J u— W w (%) J Z vJ U� ^� 0 L LL W W N ARKAY 18739 c 4' 4" 30' 0" 31' 4" 30' 0" 4' 4" TOP OF WALL AT CENTER FORMED AND POURED ARCH A--, 26' 0" STONE VENEER EAST ELEVATION 1 /411 = 1' 0" OD 0� �0 00 I 1 I 1 . .. .. .. .. .. .. .. .. .( .. .. .. .. .. .. .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . I I .. .. 1 .. .. .. .. .. .. ( .. .. .. .. I I . ... .. . . . .. . . I .. .. .. 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I.. .. ... .. ... .. ... .. ... .. ... .. ... .. I 1 ... .. ... 1.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. .. ,.. .. ... .. .. I .. .. .. .. I I I I I I I 1 . . .. .. .. .. I . . . .. . . . 1 . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. I .. .. .. .. ..DECORATIVE CEMENTITIOUS SMOOTH FINISH .. I I . . . .. . . . I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I I I I I . . . .. . . . .. .. .. I . . . .. . . . . . . I .. .. . . . .. . . . .. 1 .. .. .. ; I . . . .. . . . .. . . . .. . . . . .. .. . .. . .. . .. .. ... .. ... .. ... .. ... 0— l .. . .. .. . .. . .. . .. . ... .. .. I .. .. .. .. .. . .. l . .. . .. . .. . .. .. . .. . .. . .. .I .. I.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... , .. . .. ... .. ... .. .. . .. .. ! .. . .. .. ... .. ... ... ,.. .. ... .. ... .. . .. . .. . .. ... .. ... .. ... .. .. G_ ... . .. . .. . .. . .. . . I . .. . .. . .. . .. . .. . .. . .. ... .. ... :.. .. ... .. ... .. ... .. ... .. ... .. ... .. I I .. . .. ., . .. . .. . .. . .. . .. . .. . .. . .. ... .. ... :.. .. ... .. ... .. ... .. ... .. ... .. ... .. ... .. ... :.. .. ... .. ... .. I . .. . .. ... .. ... .. ... ;.. .. ... .. ... .. . .. . .. . ... .. ... .. ... .. ... ... THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS. IDEMNIFY. AND DEFEND DESIGNER FROM ALL CLAIMS. LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DFSIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION UHAWRd6b, Hu I IN I HE E VI,N I , RHORS uuCUR THE DFSIGNER WILL NOl BF: LIABLE 'OR COST OF 1 "'hs "1 I0T'!IitV-^Ii3''Pi'T;Ti�,. SOUTH ELEVATION 1 /4" = 1' 0" 1�15Viii�l a' o" WEST ELEVATION 1 /411 = 1' 0" TOP OF CENTER SIDE WALL AND FRONT CORNERS OF BUILDING 24' 0" MAIN WALL HEIGHT 23' 4" TOP OF OPENINGS- _ _18' 0" CORAL VENEER BOTTOM OF CANOPY _ 9' 0" MIN TOP OF OPENINGS _ _ V�� 8' 0" TOP STONE CAP FINISH FLOOR _ s 2'B" I I .. .. .. .. .. T .. .. .. .. .,. .. .. .. .. .. .. CORALVENEER ... .. ... .. ... .. ... .. ... .. ... .. .. .. .. ... .. ... .. ... .. ... .. ... .. ... i ... .. ... .. .. .. ... .. ... .. ... .. .. 1 . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. I . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I I• . . . .. . . . .. . . . .. . . . .. ... I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I I I I' . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. I .. .. . . . .. . . . .. . . . .. . . . .. . . . .. . . I I 1 1 i I ... .. ... ... .. ... .. ... .. ... .. .. ... .. ... .. ... .. ... .. ... .. ... ... .. ... .. ... .. ... .. ... .. ... .. .. I I I I• . I .. . . . .. . . . .. . . . .. . . . .. . . . .. . . . I . . . .. . . . .. . . . .. . . . .. . . . .. . . . .. .. •I I I I• ... .. ... .. ... .. ... .. ... .. ... .. . .. ... .. ... .. ... .. ... .. ... .. ... I 1 Z-F • • • • • • • • • • • • • • • • • • • • • • • • • • • • ; • • • • • • DECORATIVE CEMENTITIOUS SMOOTH FINISH- ; • • • • • • • • • • • • • • • • • • • .. .. .. . .. .. .. .. .. .. I. I I I • I I . . . .. . . . . . . .. . . . .. . . . .. . . . .. .. I I NORTH ELEVATION 1/4" = 1' 0" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 f� RBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II o o rr �%0N m � m � ma1�vU Z � � L� 1L s Trot � - Q w %Q'� � w` W Lf) Q O O O O Z M d' 6 6 Q — O O N to N � O O Occ W M m � CO N O � � W Z p F- p m O U Z CV M m 0 M � m LL U CD _ moo= W W N ARKAY 18739 TPO TO EXTEDN UP WALL AND OVER TOP WITH GALV CAP INSTALLED AT TOP OF WALLS a SINGLE KNOCK OUT LINTEL BLOCK BABCOCK DAVIS BA3630 WITH 1 - #5 REBAR TIED TO VERTICAL TOP OF ALL WALLS EXCEPT ALUMINUM ROOF ACCESS RODS AND POURED SOLID WITH 2500 AS SHOWN ON ELEVATIONS HATCH PSI CONCRETE MINIMUM R30 GAF ENERGY GUARD ROOF INSULATION BOARD GAF EVER GUARD TPO ROOF SYSTEM WELD JOIST AT TOP OF ANGLE WITH 1/4"X2 1/2" WELD AT EACH SIDE OF BAR JOIST VULCRAFT 1.5F22 WITH 36/5 CONNECTOR PATTERN ROOF DECK " BEARING LOCATION OF .............. 0 O N 0 0 0 Bo TOP OF OPENINGS 0 GRADE 00 00, z 0 J_ D i co LL 0 w w m LL - O O _ m O -_:_- 0 „_ -- ---- ---- 2' 0" 26K7 STEEL BAR JOIST @ 48" OC CONTINUOUS STEEL STUD FRAME WALL FROM FLOOR TO BOTTOM OF ROOF DECK ADD HORIZONTAL BLOCKING AS NEEDED AT LOCATIONS FOR ROOF ACCESS LADDER SHEET WALL SECTION ON FACE OF WALL WITH 3/4" PLYWOOD. ALACO #560 FIXED WALL MOUNT ROOF ACCESS LADDER FOR ROOF HATCH. VERIFY LENGTH IN FIELD AND INSTALL ON FACE OF WALL. STEEL ROOF DECK INSULATION BOARD BAR JOIST 3 5/8" TO 5 1/2" 20 GA TOP TRACK WITH 1 #8X1/2" SMS AT EACH SIDE OF TRACK INTO STEEL STUD. SECURE WALL TO STEEL ROOF DECK WITH #8X1" SMS AT 16" OC 3 5/8" TO 51/2" 20 GA. STEEL STUDS AT MAXIMUM 16" OC WITH 1/2" GYPSUM WALL BOARD EACH SIDE. w > 3 5/8" TO 5 1/2" 20 GA. BOTTOM TRACK. WITH 1 #8X1/2" SMS AT EACH SIDE OF TRACK INTO STEEL STUD. SECURE WALL TO CONCRETE FLOOR WITH MASONRY ANCHORS THAT PENETRATE MINIMUM 1" SPACED 24" OC WEBB DESIGN BY OTHERS 4 EQUALLY SPACED ROWS OF 1"X1"X7/64" MINIMUM ANGLE BRIDGING TYPICAL 4" MINIMUM 2500 PSI CONCRETE WITH WIRE MESH, 6 MILL VISQUEEN OVER CLEAN COMPACT TERMITE TREATED SOIL, SEE GENERAL NOTES ON COVER SHEET FOR SOIL COMPACTION REQUIREMENTS TYPICAL BUILDING CUT SECTION DETAIL NOT TO SCALE STEEL ROOF DECK INSULATION BOARD BAR JOIST SECURE 1/2" X 4" X 4" STEEL ANGLE TO FACE OF WALL TO SUPPORT BAR JOIST WITH 5/8"X5" 1/2" BOLT SIZE EXPANSION BOLTS 24" OC TYPICAL FRONT AND REAR WALL ALL INTERIOR FACE OF BLOCK WALLS TO BE STRUCK JOINT BLOCK WITH VALSPAR EGG SHELL EPDXY PAINT OR EQUAL EXTERIOR BLOCK WALL CORE FILL ALL OPEN CELLS OF EXTERIOR BLOCK WALLS WITH R-3.67 FOAM OR EQUAL 16" DEEP X 24" WIDE 2500 PSI CONCRETE MONO FOOTING WITH 3 - #5 REBAR ON CHAIRS TYPICAL ALL EXTERIOR WALL FOOTINGS 10" 20 GA TRACK SECURE TO FACE OF 10" 20 GA TRACK SECURE TO EACH BLOCK WITH 2-1/4"X 1 3/4" TAP CONS STEEL STUD WITH 2- #8X1" SMS SPACED 24" OC SECURE 10" JOIST TO SECURE 10" JOIST TO TRACK WITH TRACK WITH 10 #8X1/2" SMS AT EACH /- 10 #8X1/2" SMS AT EACH SIDE SIDE O O O 10" 20 GA STEEL STUD CEILING JOIST @ 24" OC" O O O 3 5/8" TO 5 1/2" 20 GA TOP TRACK. WITH 1 #8X1/2" SMS AT EACH SIDE OF TRACK INTO STEEL STUD. 1/2" CEILING TYPE SECURE WALL TO STEEL CEILING JOIST WITH GYPSUM BOARD WITH #8X1" SMS AT 16" OC 3 5/8" TO 5 1/2" 20 GA. STEEL STUDS AT MAXIMUM 16" OC WITH 1/2" GYPSUM WALL BOARD EACH SIDE. 0 0 3 5/8" TO 5 1/2" 20 GA. BOTTOM TRACK. WITH 1 #8X1/2" SMS AT EACH SIDE OF TRACK INTO STEEL STUD. SECURE WALL TO CONCRETE FLOOR WITH MASONRY ANCHORS THAT PENETRATE MINIMUM 1" SPACED 24" OC TOP OF ALL WALLS EXCEPT AS SHOWN ON ELEVATIONS ROOF DECK BEARING LOCATION OF DOUBLE KNOCK OUT LINTEL BLOCK WITH 1 -#5 REBAR EACH COARSE TIED TO VERTICAL RODS AND POURED SOLID WITH 2500 PSI CONCRETE TOP OF OPENINGS PRECAST LINTEL OVER ALL DOOR AND WINDOW OPENINGS DOUBLE KNOCK OUT LINTEL BLOCK WITH 1 - #5 REBAR EACH COARSE TIED TO VERTICAL RODS AND POURED SOLID WITH 2500 PSI CONCRETE TOP OF OPENINGS 2' 0" BOTTOM OF FOOTING TO BE MINIMUM 12" BELOW GRADE PRECAST LINTEL OVER ALL DOOR AND WINDOW OPENINGS 0 0 #5 VERTICAL REBAR AT EACH CELLS OF ALL EXTERIOR BLOCK WALLS WITH CELL POURED SOLID WITH MINIMUM 2500 PSI CONCRETE ALL LAPS OF REBAR TO BE MINIMUM 25" O 0 0 fV CO 0 N ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS v 04 N I RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS rr �4 e01� dJ (Q cq • oo # mcq �0 to jj Z N� x u s m W � 0 4L m _z 40 co uj 5 Ul Q )- t Y O cz qD 70 �Ib ��Y W �Qu-1 co cz m -c 0 � QN� to co L0 1 c0 � Z � W Z ~ 00 0 si THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION UHA.6N ,. 6UT IN rHL _ JLNI I PRORS OC^,l IR THE DFSIGNFR WILL NO' -1 I IABI F FOR COST OF RFPAIRS IR DELAY TO THE CONSTRUCTION TYPICAL INTERIOR METAL STUD WALL DETAIL "A" NOT TO SCALE TYPICAL INTERIOR METAL STUD WALL DETAIL "B" NOT TO SCALE WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY 18739 FOUNDATION PLAN 1/411 = 1' O" THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS. IDEMNIFY. AND DEFEND DESIGNER FROM ALL CLAIMS. LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION UHAVViNUS, BUT iN 1'HE EVENT ERRORS OCCUR THE DESIGNER WILL NO'I BE I (ABLE FOR COST OF REPAIRS OR DFLAY TO THE CONSTRUCTION ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II � r LD 01 � 01 ca c4 UJ m dJ • s 0�� m m� m0�U z � `J 0 Q) 1L W Z 0 L z_ Q U! qua 4 3 'o� Im O aL W � LL 1U�0� ' c� Ln 0 a co Ily w Q 0 z 0 w (D (M Lo CD d) c� � m 2 z r- W z � 00 p p O U Z N Q M m M J>—I Q _J LL c� J C/) QJ moo= �L� cr w w N S2 ARKAY 18739 Z)( 18' 2" 13' 4" m m � m�4�� mmtu N Z � � J lL 0ca z � d `o u- o w -`0i _Z � ia- Z >L �= 1u 0 ca � B1 � U! 0) 0 In C .' In W Q z W of I W cM --------------- LL /� I4 Sr ui LU co 49 W z G � H z ja p m p Olit U N 41811 Lo m 0 M Q -j u- m U) J 'J J 49 U � }- iwol "I* Igpo m "I "I* I" N m IIIIIIII 11111111is IN 19D 0 91 NJ Mimi@ IN I 11"imig m m mialsixioll 9 19 9191919 19 9 gisisis m migimigimi w 011014 g Ig 0101014 1 w ill igiommololok �LoQ- CD 'flow W N BAR JOIST LAYOUT PLAN 1/411= 1' O" 24'0" TALL 8" BLOCK WALLS 23'4" TALL 8" BLOCK WALLS ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS IRICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS A w `S WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO AND DEPEND DESIGNER FROM FROM ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 EXPENSES((INCLUDING RLEASONABLEIFY. ATTORNEY FEES) ARISING OUT OF OR RESULTING ESUIL'TING THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION ORAWINI S, 8U1 IN IHE EVE",T ERRORS OCCUR THE OESIONKR W'''.L NC" PP:IAM F'OR -SST O' FOR 139 MPH WIND ZONE RISK CATEGORY I I ARK AY 18739 RFPAIRS OP. OFI AY TO T' IE CONS TPI.ICT-14 1 30 4 � Wom zQ � J Q¢' ~ W a W N `v� J uQlm U ai �O� WELD JOIST WITH 1/4"X2 SIDE OF AT TOP OF ANGLE 1/2" WELD AT EACH BAR JOIST SECURE 1/2" X WALL TO SUPPORT BOLT SIZE EXPANSION 4" X 4" STEEL ANGLE TO BAR JOIST WITH BOLTS 24" OC FACE OF 5/8`X5" 1!2" 26K7 BAR JOIST @ 48" OC I I I I I I I I I I I I I I I I R.T.U. WEIGHT 128"X87" 1922 LBS 1 I 1 I 1 I I 1 I 1 I I I I I I I I ' I I I ' I , I ' � W $ 30 4. U a � N O D_ J�Zm Z Z Z� W Q Q A W N J �WC"V a U � �Q'� Cl O � � o VULCRAFT 1.SF22 DECKING OF ANGLE WITH A 36/5 TO EXTEND TO TOP CONNECTOR PATTERN SECURE 1/2" X WALL TO SUPPORT BOLT SIZE EXPANSION 4" X 4" STEEL ANGLE TO BAR JOIST WITH BOLTS 24" OC FACE OF 5/8"X5" 1/2" I I � 1 I 1 Z Z O � � � fn fn Q Q 0 0 J J p p R.T.U. 128"X87" WEIGHT 1922 LBS WELD JOIST AT TOP OF WITH 1/4"X2 1/2" WELD SIDE OF BAR JOIST Z � 0 fn Q 0 J p 1 I i I I I , I Z I � 1 � co ' Q I 0 l J I p I IGHT 350 I , I 1 I I I Z O � (� Q o J p VULCRAFT 1.SF22 DECKING TO EXTEND TO TOP OF ANGLE WITH A 36/5 CONNECTOR PATTERN S 36" W X 30" LO ROOF ACCESS WITH FIXED LA I O f� ANGLE AT EACH TCH ER I I ' 18' 2" 13' 4" 100' 0" LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS CHART UNLESS NOTED ON FLOOR PLAN BY OPENING LINTEL LOAD CHART ( 16" DEEP SECTION) CLEAR SPAN CONCRETE U LINTEL 1' - 6" 4987 PLF (UNFILLED) 2' - 2" 3435 PLF ( UNFILLED ) 2' - 8" 2777 PLF ( UNFILLED ) 3' - 2" 2332 PLF ( UNFILLED) 4' - 0" 1835 PLF (UNFILLED) 4' - 6" 1624 PLF (UNFILLED) 5' - 2" 2739 PLF ** 6' - 2" 2271 PLF* 7' - 0" 1987 PLF ** 8' - 0" 1723 PLF ** 9' - 2" 1489 PLF ** 10' - 0" 1354 PLF ** 10' - 8" 1277 PLF ** 11' - 2" 1200 PLF ** 12'-0" 1109PLF ** 12' - 8" 1044 PLF ** 13' - 4" 1398 PLF ** P 14' - 0" 1327 PLF ** P 16'-0" 1152PLF **P ** - DENOTES #5 REBAR X CONT. PLACED IN BOTTOM COURSE AND 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE. ** P - DENOTES PRE STRESSED U LINTEL WITH #5 REBAR X CONT. PLACED IN BOTTOM COURSE & 16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE 8" X 8" X 16" KNOCK OUT BLOCK TOP COARSE WITH 1 #5 HORIZONTAL REBAR TIED TO ALL VERTICAL RODS 8" I ---►I 'o 8" PRECAST LINTEL BLOCK OVERALL OPENINGS. 1 EACH 0. #5 REBAR IN THIS COARSE WHEN SPAN OF LINTEL OVER 57 STANDARD PRECAST DETAIL NOT TO SCALE PRODUCT CATEGORY APPROVED PRODUCT LIST SUB CATEGORY MANUFACTURER STATE OF FL. APPROVAL # EXTERIOR DOORS GLASS SWINGING STORE FRONT YKK AP AMERICA FL 5851.1 EXTERIOR FIXED GLASS STORE FRONT YKK AP AMERICA FL 7606.1 EXTERIOR DOORS METAL SWINGING REPUBLIC FL 15869.2 EXTERIOR DOORS GLASS SECTIONAL AMARR VISTA MODEL FL 13996.1 ROOFING EVERGUARD SINGLE PLY TPO GAF FL 3443.1 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN 0000 FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINCS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BF LIABLE FOR COST OF PFPAIRS OR OFLAY TO THE CONSTRUCTION ■ �TlT77T�� 3 5/8" 20 GA STEEL STUD WALL FROM FLOOR TO BOTTOM OF ROOF DECK WITH 1/2" GYPSUM BOARD EACH SIDE 51/2" 20 GA STEEL STUD WALL FROM FLOOR TO BOTTOM OF ROOF DECK WITH 1/2" GYPSUM BOARD EACH SIDE 3 5/8" 20 GA STEEL STUD WALL 10'0" ABOVE FINISH FLOOR WITH 1/2" GYPSUM BOARD EACH SIDE 5 1/2" 20 GA STEEL STUD WALL 10'0" ABOVE FINISH FLOOR WITH 1/2" GYPSUM BOARD EACH SIDE EILING JOIST FRAMING PLAN 1/411= 1' O" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS W b RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II rr C-4 Mc�mu Z ic x NJ Z Q) i►mm Q Q) u.. VI tu � O zQ) � to ) V Z L. IU �o L o5=W a ? !t o1�� + Qo ul %Q o �anr w a 0 z 0 U) w x (D M LL' 00 u z 0 w 0 Id m 0 U z N LL Lo Q cc) m C) M J > J J LL U) J cf) UCH=N O = Lo a" W W N 1) S4 ARKAY 18739 1 1/2" V.T.R xll0 NOT TO SCALE URNL --------- -/ ""VVJvV 11\V If1LL ^�' NOT TO SCALE HOT CIRCULATING UNIT ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS �v RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 rr - tt 0 co Mom m � N U z x L� LLs m z 40 o �u- 0 to Q) mo z � IU w 0p � p) � W OIL-4 O U cs, cM m d7 e— I co O 0 � d) � j r ~ 0 m 0 U Z CV L0 Q M m C) M J > J Q _J LL m V)JU) >. J J U C� _ �o= Lo Of w W N p 1 THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION IJHAWINU-', BUT IN THE LV: NT I HRORS GCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF �' PAINS OR DELAY TO T,,f. CONCTRUCTi )N I HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II ARKAY 18739 TILT MIRROR 6"MAX.------- TOE CLEARANCE % - -- - - - - -lz 1 1 1 , I 1 1 1 I 1 17" MAX LAV DEPTH 8" MIN KNEE CLEARANCE HANDICAP SINK DETAIL SINK 1. SINK SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34" FROM THE FINISH FLOOR. EACH SINK SHALL BE MINIMUM OF 6 1/2" DEEP. 2. CLEAR FLOOR SPACE RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60" IN DIAMETER OR 52" BY 72" FINISH INSIDE DIMENSIONS ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND'A MAXIMUM OF 19" UNDERNEATH THE LAVATORY OR SINK TOP VIEW Lv . rulJ7, FRONT VIEW 3' 2%" MINIMUM CLEAR OPENING 6%" I 3%" O I z CV I FINISH FLOOR HI LOW A.D.A. WATER FOUNTAIN DETAIL NOT TO SCALE 54" MIN I TOILET PAPER 42" MIN HOLDER HANDICAP TOILET DETAIL 111h" 1.6" VERIFY ALL OTHER COUNTER MAXIMUM NEEDS WITH OWNER ADA SIDE OF COUNTER STANDARD COUNTER i i I :o �bm I � ADA COUNTER SECTION DETAIL NOT TO SCALE Water Sup* Connooldlo m RsAr to the sAJ"nOW" bobw ffor L %rooal b»tafrr0M TMr WON11 oe of u#"w or IlocWk poor aa+aaoRsrs I* m000wrwdd on d w hot ivwl ooM w wwwoownw w gwt tee wgrfar h "" Ire wo ft Asaaaeso%" ftr if noocse r* %s HM mW CMIf walrr om wetiom am ekorV awA" arwi are &W Nf'T on aN moths• w'"ol a sbuc-ofl Yalrlr In the oolel water *w mor 00 water Maw. ftw - 0, dvteMrp *w b "Mob open drape t• 4* m THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE AGREES TO HOLD HARMLESS. IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS. LOSSES AND EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, BUT IN J HL EVLNT ERRORS OCCUR THE DESIGNER WILL NOT RE L IABLF -'OR COST OF r.FPMRS OR DELAY TO SHE CONSTRUCTION To lowulm '` daala,roa � "am tr o ..,_To edd wow slw aw waft Of wa*00 IDQefHpi Bw+ "m ear (we w* comes a wdMaMm most now" Pwwl 0 — doNwt some P " Avxgliin ealeh pan Dram wMw GRAB BARS 18" MIN � 18" MIN 24" MIN I, 11 I.- Z— LAV: 1 1 , •---- 1 Z 1 i CLEAR FLOOR �p SPACE --------------- A GRAB BAR SHALL BE PROVIDE. LOCATED 33" INCHES FROM AND PARALLEL TO THE FINISHED FLOOR. MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH VARIATION OF NOT MORE THAN 1/2 INCH AND: 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 LBS APPLIED AT ANY POINT. DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE: GRAB BAR MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5. SHALL BE AT LEAST 42 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. A.D.A. URINAL DETAIL NOT TO SCALE N PLUMBING FIXTURE SCHEDULE AMERICAN STANDARD 2234.0001.020 ADA TOILET WATER CLOSET WITH MANUAL FLUSH VALVE 6047111 CHROME FITTINGS OR EQUAL AMERICAN STANDARD 0124.024.020 OR EQUAL COLOR: WHITE WALL MOUNT FAUCETT SLECTRONIC 604B. 102.0021R LAVATORY WITH TEMP CONTROL FAUCET, P TRAP WRAP KIT OR EQUAL JANITOR SINK MUSTEE #19F FLOOR MOUNT JANITOR SINK WITH LEGS OR EQAUL 60 GALLON ELECTRIC WATER HEATER TO BE CHOSEN BY OWNER ELKAY MODEL WATER FOUNTAIN EZSTL8LC IRON GUARD 3 COMPARTMENT SINK SKICBS4T72LR HANS WASH SINK IRON GUARD SKIHS12SS ELETRONIC TEMPERATURE CONTROL UNIT SPDT OR EQAULL INSTALLED AT ALL LAVATOIRES BAR EQUIPMENT TO CHOSEN BY OWNER PLUMBING FIXTURE LOCATION PLAN 1/411 = 1' O" ARKAY ENGINEERING INC. STRUCTURAL ENGINEERS RICHARD L. KIDDEY P.E. FLORIDA LICENSE NUMBER 37296 1 HERBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS WERE PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ARE IN COMPLIANCE WITH CHAPTER 16, SECTION 1609 OF THE FLORIDA BUILDING CODE 2017 6TH EDITION AND ASCE 7-10 FOR 139 MPH WIND ZONE RISK CATEGORY II r- cl mm _ co = cl) coil Z go Cc LJ U- Z do Z9) uj :5 Ca O r w Q 2 7 u V/ I L UJ�U� of (p (L cN (Y W Q Z O W w ?> cM 0 O a, Lo � 1 Cfl I � � m Z LLI Z H m 0 0 O U Z N Q M m C M J > —� QmL.L U) J U) U � � O = L LL' W W N P 2 ARKAY 18739 OA - SET AUTOMATIC OA DAMPER AT RTU UNIT TO CFM SPECIFIED BELOW: MECHANICAL NOTES: RTU1 - 1470 CFM RTU MAINTAIN A MINIMUM OF 10 FT FROM ROOF EDGE RTU2 - 1520 CFM FACTORY INSTALLED SMOKE DETECTORS IN SA PLENUM RTU 1 & 2 RTU3 - 72 CFM OA INLETS SHALL BE A MINIMUM OF 10 FT FROM ANY EXHAUST OUTLET H VAC PLAN 1 /4" = 1 ' O" O x� Z Z N o u z 0 c0 N W Z ? $ � W z� o� i U ZZ r != d z C) Z N Q M M (] CM J > J Q J LL CO C/) J U) J UCH= U) �U")CL w W N w M O LO i O O z m O J. N =twiI -.'jTATA 19 .� 0;. �l E NO.38654 , FL 33526 m 1 I r HVAC EQUIPMENT SCHEDULE NOTE: ELECTRIC REQUIREMENT FOR EQUIPMENT TO BE FIELD VERIFIED BY ELECTRICAUMECHANICAL CONTRACTOR. MFG. MODEL NO. TOTAL-BTUH K� O/A DIA. RTU "OR EQUAL" "OR "OR EQUAL" TONNAGE COOLING/HEATING SENSIBLE LATENT EER TYPE RLA MCA MOCP CFM CFM O/A DUCT #1 CARRIER 50TC-D21C6"5 17.5 TONS 203,300 85,304 140,277 63,023 11.2 E5 CV 208-230/3/60 27.6 187 253 5250 1470 NA #2 CARRIER 50TC-D21C6"5 17.5 TONS 203,300 85,304 140,277 63,023 11.2 25 KW 208-230/3/60 27.6 187 253 5250 1520 NA ELEC. #3 CARRIER 50VL-C36--3 3 TONS 34,800 1HI: 24,360 10,440 14.0 10 KWF208-230/3/60 8.3 187 253 1150 72 NA ELEC. OUTSIDE AIR CALCULATION RTU CATEGORY SQ. FT. AREA CFM/PRSN + CFM/FT MIN. O.A. CFM 1 LOUNGE/BAR 1915 7.5 x 150 + 0.18 x 1915 1470 2 LOUNGE/BAR 1488 7.5 x 150 + 0.18 x 1488 1393 2 STAGE 289 10 x 11 + 0.06 x 289 127 3 OFFICE/STORAGE 1308 5.0 x 2 + 0.05 x 1308 72 TOTAL OA 3062 FAN SCHEDULE MFG. TYPE CFM VOLTS DUCT DIA. "OR EQUAL" EF1(2) BROAN OR EQUAL CEILING EXHAUST FAN 280 120 41NCHES EF2 BROAN OR EQUAL CEILING EXHAUST FAN 70 120 4 INCHES AIR BALANCE SCHEDULE RTU1 OUTSIDE AIR INTAKE CFM +1470 SUPPLY AIR CFM +5250 RETURN AIR CFM -3780 TOTAL BUILDING PRESSURE "0" CFM AIR BALANCE SCHEDULE RTU2 OUTSIDE AIR INTAKE CFM +1520 SUPPLY AIR CFM +5250 RETURN AIR CFM -3730 TOTAL BUILDING PRESSURE "0" CFM AIR BALANCE SCHEDULE RTU3 OUTSIDE AIR INTAKE CFM +72 SUPPLY AIR CFM +1150 RETURN AIR CFM -1143 TOTAL BUILDING PRESSURE 110" CFM GENERAL HVAC NOTES ARE IN COMPLIANCE WITH 2O17 F.B.C.M. 1. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, A MIN. OF 4 INCHES ON EACH SIDE IS SUFFICIENT, 2017 F.B.C.M. SEC. 603.1.3 2. ALL DUCT SYSTEMS INSTALLED IN "NON -CONDITIONED" AREAS SHALL BE CONSTRUCTED WITH APPROVED MATERIAL AND OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB & MASTIC "OR" APPROVED TAPES THAT EXTEND NOT LESS THAN 1 INCH AND LABELED IN ACCORDANCE WITH THE UL-181A, PART 1 FOR DUCT BOARD OR UL 181 B, PART 1 FOR FLEX. ALL CLOSURES 100% AND INSTALLATIONS SHALL BE INSTALLED AS PER 2017 F.M.C.M. CHAPTER 6, SEC. 603 ALL THRU-WALL, FLOOR & CEILING PENETRATIONS INTO THE DUCT SECTION SHALL CONTAIN A BRANCH DUCT FABRICATED OF RIGID FIBROUS GLASS DUCT BOARD OR RIGID METAL AND IS SEALED TO BOTH DUCT SECTION AND GRILLE SIDE WALL SURFACE. THE BRANCH DUCT SHALL BE FARED. AND ATTACHED IN ACCORDANCE WITH M603.3 OR M603.4.2 RESPECTIVE TO THE DUCT TAPE USED, 3. ALL DUCT TRUNK 90 DEGREE TURNS OR TEE'S, SHALL HAVE TURNING VANES. 3 PIECE OR 45 DEGREE TURNS CAN BE USED IN PLACE OF 90 DEGREE TURNS AND DO NOT NEED TURNING VANES. 4. ALL REGISTERS, GRILLES & DIFFUSERS MUST BE TESTED IN ACCORDANCE WITH ASTM E 84, AND VOLUME DAMPERS OR OTHER MEANS OF SUPPLY AIR ADJUSTMENT SHALL BE PROVIDED IN DUCTS OR AT EACH INDIVIDUAL REGISTER, GRILLE OR DIFFUSER. 5. AIR DISTRIBUTION SYSTEMS EXCEEDING 5000 SQ.FT. SHALL BE TESTED, ADJUSTED, AND BALANCED BY A LICENSED ENGINEER OF THIS STATE A CURRENT CERTIFIED ORGANIZATION. (SEE EXCEPTIONS). EXCEPTION: 1) BUILDINGS WITH CAPACITIES OF 15 TONS OR LESS "PER SYSTEM" MAY BE TESTED AND BALANCED BY THE LICENSED MECH. CONTRACTOR. EXCEPTION: 2) BUILDINGS WITH CAPACITIES OF 65,000 BTU/H OR LESS "PER SYSTEM" ARE "EXEMPT". F.E.C.C. 2017, SEC. 503.2.9.1 DOCUMENTS SHALL REQUIRE THAT ALL HVAC SYSTEMS BE BALANCED SERVING ZONES EXCEEDING. 6. AIR HANDLERS (OVER 2000 CFM) SHALL HAVE A SMOKE DETECTOR INSTALLED IN THE SUPPLY. F.B.C.M. 2017 CHAPTER 6, SEC. 606.2.1. WHEN TWO AIR HANDLERS SHARE A COMMON SUPPLY OR RETURN "AIR DUCT" OR "PLEMUN" AND THE TOTAL CFM'S ARE GREATER THAN 2000, A SMOKE DETECTOR SHALL BE INSTALLED IN THE SUPPLY AND RETURN AS PER F.B.C.M. 2017 SEC. 606.2.3 AND BE IN ACCORDANCE WITH NFPA 72 SMOKE DETECTOR TEST STATIONS SHALL HAVE A TROUBLE INDICATOR LIGHT, INUNDATING ANY AIR DUCT TROUBLE. NFPA 90A 2002, CHAPTER 6 NOTE: A "PLEMUN" CAN NOT BE USED AS AN OCCUPANCY SPACE OR STORAGE AREAS. AS PER. NFPA-90A, SEC. 4.3.10.1.1 7. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET. ALL OUTDOOR INTAKES AND EXHAUSTS SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN VENTILATION NOT OPERATING. F.E.C.C. 2017, SEC. 403.5 8. ALL EXHAUST DUCTS, SHALL BE CONSTRUCTED OF METAL AND COMPLY WITH F.B.C.M. 2017 CHAPTER 5, SEC. 501.4 9. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED. "EXCEPTION" RESIDENTIAL BATHROOMS HAVING NO LEES THAN 4 PERCENT OF FLOOR SPACE. F.B.C.M. 2017 CHAPTER 4, SEC. 402.3 10. ALL EXHAUSTED BATHROOMS, CLOSETS & STORAGE ROOMS SHALL HAVE UNDER CUT DOORS OR A METHOD FOR MAKE UP AIR TO BE RETURNED EQUAL TO THE AMOUNT OF CFM'S EXHAUSTED. F.B.C.M. 2017 CHAPTER 6, SEC. 601.4 11. CONDENSATE FROM ALL COOLING COILS AND EVAPORATORS SHALL BE CONVEYED FROM THE DRAIN PAN OUTLET TO AN APPROVED PLACE OF DISPOSAL. CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREA AS TO CAUSE A NUISANCE. MUST TERMINATE A MIN. OF 18" FROM EXT. WALL. CONDENSATE DRAIN LINE SHALL NOT BE LESS THAN 3/4 INCH DIAMETER AND SHALL NOT DECREASE IN SIZE, 2017 F.B.C.M. CHAPTER 3, SEC. 307 PER AUTHORITY OVER JURISDICTION CONDENSATE DRAIN MAY DRAIN TO A STORM SYSTEM, UTILITY SINK, OR SEWER BY APPROVED MEANS. ALL HORIZONTAL PRIMARY DRAIN LINE WITHIN UNCONDITIONAL AREA SHALL BE INSULATED. AS PER F.B.C.M. 2017 CHAPTER 3, SEC. 307 AUXILIARY DRAIN PAN OR SECONDARY DRAIN LINE MAY BE REQUIRED WHERE DAMAGE TO ANY BUILDING MAY RESULT FROM OVERFLOW OR ANY STOPPAGE. AUXILIARY DRAIN PAN MUST HAVE A MIN. DEPTH OF 1.5 INCHES AND BE A MIN. 3 INCHES LARGER THAN UNIT OR COIL AND HAVE SEPARATE DRAIN LINE AN AUXILIARY PAN WITHOUT SEPARATE DRAIN LINE SHALL BE EQUIPPED WITH WATER LEVEL DETECTION DEVICE FOR SHUT OFF PRIOR TO OVERFLOW METALLIC PAN MUST HAVE A MIN. THICKNESS 0.0276-INCH, NONMETALLIC 0.0625-INCHES. AS PER F.B.C.M. 2017 CHAPTER 3, SEC. 307 ALTERNATIVE TO SEPARATE DRAIN LINE: A WATER LEVEL DETECTION DEVICE THAT WILL SHUT EQUIPMENT PRIOR TO OVERFLOW OF PAN. WATER LEVEL DETECTION DEVICE SHALL CONNECT TO DRAIN PAN AT A HIGHER LEVEL THAN THE PRIMARY DRAIN CONNECTION. CONDENSATE DRAIN LINE CAN BE STRAPPED WITH 2" NYLON STRAP AND SUPPORTED EVERY 10' VERTICAL AND T HORIZONTAL 12. REFRIGERANT PIPING FOR REFRIGERANT LINES SHALL BE INSULATED TO A THERMAL RESISTIVELY OF AT LEAST R=4HR. SUCTION LINE MUST BE INSULATED IN ACCORDANCE WITH ASTM E96. AS PER THE F.B.C.R. 2017 CHAPTER 3, SEC. 307 13. ALL AIR DISTRIBUTION COMPONETS WILL BE INSTALLED IN ACCORDANCE TO 2017 F.B.C.M. 14. IF HVAC EQUIPMENT OTHER THAN SPECIFIED BY DESIGNER IS SUBSTITUTED, IT'S CAPABILITIES OF BTU HEAT REMOVAL MUST BE EQUAL TO THE EQUIPMENT SPECIFIED BY THE HVAC DESIGNER. THE HVAC DESIGNER WILL NOT BE RESPONSIBLE FOR ANY SYSTEM NOT INSTALLED ACCORDING TO PLANS. SUPPORTS 5 ft. MAX. DISTANCE APPROVED HANGER WIRE MIN. R-6, 1 1/2" FIBERGLASS DUCT OR FLEX IN ATTIC OR UNCOND. SPACE OR NO INS, REQ. FOR SHEET METAL IN 71 COND.SPACE ' HANGER CHANNELL 1.5" WIDE (min.) TYPICAL DUCT TRUNK SUPPORT DETAIL �' f R V - Q , 10- III Cjv _�\ I cTRNq/ OpFc�Re -o ��OS,�P( ROOFTOP PACKAGED HEAT PUMP UNIT DETAIL NOT TO SCALE TYPICAL SPIN -IN FITTING / OR TAP COLLAR DRAW BAND FOR INTERIOR LINER APPROVED HANGER WIRE MIN. R-6, 1 1/2" INSULATED FLEX SUPPORTS 5 ft. MAX. DISTANCE IN ATTIC OR UNCOND. SPACE DUCT TRUNK TYPICAL DIFFUSER EXTERIOR LINER SEAL SHALL FASTEN TO DUCT TRUNK AS PER 2017 FLORIDA MECHANICAL CODE SECTION 603 IN NO CASE MATERIAL SUPPORTING FLEX DUCT THAT IS IN SEE GENERAL HVAC NOTE #2 HANGER (TYP.) 1 1/2" MIN. SUPPORT STRAP 18" MAX. FROM DEVICE, FASTENERS NOT PERMITTED DUCT TO PENETRATE EXHAUST OR DRYER VENT DUCTS. DUCT SUPPORT INTREVALS FOR 100% CLOSURES AND INSTALLATIONS HORIZONTAL DUCT - 5FT. NONMETALLIC DUCTS ALL DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181 DUCTS MUCH BE IN COMPLIANCE WITH CHAPTER 6, 2017 F.B.C.M. SEC. 603 ALL DUCT SHALL BE LISTED AND LABELED AS CLASS 0 OR CLASS 1 VERTICAL DUCT - 6FT. ALL DUCT SHALL BE A MIN OF R-6 INSULATION IN UNCONDITION AREAS DUCTWORK SUFFORT DETAILS NOT TO SCALE CEILING EXHAUST FAN DETAIL NTS ROOF CURB FLAT ROOF CAP ROOF CEILING/ROOF FLASHING MIN. EXH. DUCT FRAMING EXHAUST FAN EXHAUST DUCT Jy� CEILING CEILING GRILLE INLINE SUPPLY BRANCH 2� SUPPLY BRANCHES /-AIR FLOW PERPENDICULAR SUPPLY TRUNK NOTE: ALL SUPPLY BRANCHES "MUST" HAVE A MIN. OF 2FT. DISTANCE BETWEEN EACH COLLIER WHEN APPLICABLE. EXCEPT BRANCHES STRAIT PERPENDICULAR ACROSS FROM EACH OTHER. O'��,\G E NSF • NOW HA1fJ6UF�F %Xel ";6R1� �••..... �ONAL '•.� 0 'to Ld S 0.38654 D,r L 33526 0 cal cz ifl U Z ON x `^ m M ul �r o wWsu�o u �= CD V Q 0 � U Uz J oa J J F H d ZZ 41* z� az f Co N Fl INN a U Z N qt LJ.. Q M m Q cM J > _I Q J LL W w QJ L W W N A f�a M O ul d) O Z m 0 COVERED OUTSIDE SEATING L L2-17 e I Le l l F--�e COVERED ENTRY J/ I N I K K T.V. SD $F T.v. X2 �L1-1 I Sidelight Daylight Zone e v °S I I °S I I I, Db I Db Dh I Db Db %b Sidelight Daylight Zone L-------— — — — — — — — — — -----L---------------- J POOL TABLE POOL TABLE POOL TABLE POOL TABLE X1 1-1-1 Ga7 Gb Gc Gd D� HIGH TOP DC To Sa adjacent to Bar HIGH TOP OPEN CEILING TO BAR JOIST Dc LOW TOP D8 DQ OPEN FLOOR AREA FOR STAGE X1 3 L1-3 L2-1,3 -4110— (2)12,12N,12G,3/4"c o- 04 De De J-Box/Recept suspend from ceiling for Stage Lts. Verify w/Owners J M DC Dc LOW TOP X 2L 1-1 To Sb adjacent to Bar HIGH TOP L1-1,3 (2)12,12N,12G,3/4"C Via Time Clock Dc To SDbSDc Adjacent to ba 3 LOW TOP DdT —� TO SDd SD 0 Adjacent to ba O -#m- z X2Ae z D� Da To Sc adjacent to Bar OPEN CEILING TO BAR JOIST L1-1 X5 Db I L1-5 Via Time Clock j TO Sd adjacent to Bar FIXTURES SCHEDULE MARK MFG, CATALOG NUMBER LAMPS REMARKS QUANTITY A LITHONIA FMLWL 48 840 ZT MVOLT 42W/LED Wraparound 3 B LITHONIA MSL 1000OLM L/LV MVOLT GZ10 35K 80CRI 86W/LED Low Bay 4 C LITHONIA BLWP4 48L ADP EZ1 LP835 40W/LED Wall 9 D LITHONIA LDN6CYL 35/40 L06 AR LS MVOLT EZ1 PM 44.3W/LED Pendant 37 E LITHONIA MNSL L48 2LL MVOLT 40K 80CRI M6 50W/LED Strip 1 F LITHONIA LTKBRSD BR20 LED 27K BN 8W/LED Track 3 G POOL TABLE LIGHT BY OWNERS 50W/LED Verify 4 H LITHONIA FEM L48 6000LM LPPFL MD MVOLT GZ10 35K 80CRI 37.8W/LED Track 2 SBOR10 J LITHONIA LIL 30K MVOLT 8.4W/LED Wall 7 K LITHONIA OLCS 8 8.9W/LED Wall 2 0 L LITHONIA FMML 13 8 30 WL 28W/LED Surface 4 M LITHONIA KAXW LED P1 40K R3 MVOLT EGS 29W/LED Wall Pack 4 X1 LITHONIA ELM41- LED EMERGENCY LIGHT X2 LITHONIA LHQM LP06VS S W 3 R HO LED EXIT/EMERG. LIGHT X3 LITHONIA EU21- LED EMERGENCY LIGHT X4 LITHONIA LQM S W 3 R 120/277 LED EXIT X5 LITHONIA LHQM LED R HO LED EXIT/EMERG. LIGHT NOTES: 1. All Lighting and Switching to meet Florida Energy Code requirements. A 2, All Lighting to be verified with Owners V) o 3. Lamp color index is to be verified w/Owners before purchase. V) 4. All Emergency Lighting to be wired ahead of any switching or time clock/lighting contactors. Z 5. Other Light Fixtures being equal and approved by Owner are permitted. 6. ELM4L Provides 1 FC 6' wide and 58' long. LHQM LP06VS provides 1 FC 6' wide and 48' long. mounted ® 10' AFF per Manuf. Specifications. Sidelight Daylight Zone —O Db OPEN CEILING TO BAR JOIST X3 107 HARD CLG I[C r, 0 Dc I / C Dc C C Q Q 0 L Its x1 Fixt's. to be ordered w/ L1-3 Integral Motion Sensor. 00 WW H Da 1 00 Da m C° SITE BUILT WALK IN COOLER Ff 0 BY OTHERS W Ff Y T.V. H BOTTLE LIQUOR PACKAGE CABINET LJ t- T.V. f 0 Wo L1-9 C000 W 0000 DOp o 0 o Da 060 o S3a Sb acne To Pool Bb o N Table Lts. 0 Q N v Da V) cn L aSb L1-3 x5 0 OPEN CEILING TO BAR JOIST X3 (IC 10'0" HARD CLG 2 J B=-1 Install ® 16' AFF typ. UTILITY r---------- SID 8 Aa ISidelight Daylight Zone 4 Dd Dal Dal E OFFICE C A �S b 10'0" HARD CLG X3 10'0" HARD CLG TrrTn X2AeL 1-3 107 HARD CLG M LIGHTING PLAN 1/4" = 11011 J SPRINKLER WATER INLET M V STORAGE ROOM OPEN CEILING TO BAR JOIST L1-23 X5 Install 0 18' AFG (Typ. 4) M S L1-11 Via Time Clock Add Switch to overide TC to "OFF". Verify location w/Owners J L1-11 Ba Via Time Clock L1-23 Panel L1 s XX55 ; ® L1-23 J U Z N �; M J a J m Q J J OJ � <t vi 0 �r-, Cy j- LO >- w LLJ N U o w � o U a o W b in o= U W w x ZD J W _ Ur Z N o � _LLJ 2� 13 V O JX O Z z N If IN a o0 EZ Z W m � 2 Z of 1 3 �® a w LJJl 0° Z W Z Z0 W W ¢I :C Cn v� Ccc^M a U Wm Mg ? w ZC0.0 z 69 c•i Z w Ww0,H = U ? ca �-z o I fy location Roof Verify location Main Fused Disc. Meter 1-2-26,28,30 (3)12,12G,1"C To Irrigation Pump Verify location Based on 1 HP Pump 30 POWER PLAN 1/4" = 1' 0" z O U� w w in U Z cV _ 4 LO > M m J Q J m Q _I oC N j � Q W U� � O — j- Lr) r a LLJ 0LLJN U N w o d U C z J a H 6 wX J w ~ U U Z } J J CL ~ W w S2 _ O �� C N c IN, p Z tD N N-1 c04 U O W 0 z o z o � g z OI U z a o � m Z z � z � o c=n in N Q' 00 Ci w xMo A J jz i ELECTRICAL SPECIFICATIONS 1.1 SCOPE A. WORK INCLUDED: Include the following Work in addition to items normally part of this Section: 01 Wiring for lighting and power. 02 Installation of lighting fixtures with lamps. 03 Lighting panelboards and distribution panelboards. 04 Connection of equipment shown. 05 Control wiring. 06 Disconnection and removal of existing fixtures and wiring not to be reused. 1.2 MINIMUM COMPLIANCE STANDARDS A. All work shall be done in accordance with the requirements of the following: 01 Florida Building Code Sixth Edition (2017). 02 Florida Building Code - Electrical Conservation Sixth Edition (2017), Section C405. 03 2014 issue of the National Electrical Code (NFPA 70). 04 All Receptacle Control to conform to ASHRAE Standard 90.1, 8.4.2, 2010. 05 Wiring in Patient Care Areas shall comply with NEC 517. 06 Other applicable NFPA Codes. 07 Regulation of local authorities having jurisdiction. B. Furnish and install all labor, material and equipment and services necessary for complete and safe installation of the electrical system indicated on the drawings and noted in the specifications hereinafter. Electrical systems and equipment shall in general include the following: 01 General provisions for electrical work. 02 Wiring, distribution equipment and devices. 03 Lighting fixtures and lamps. 04 Grounding system. 1.3 GENERAL PROVISIONS FOR ELECTRICAL WORK A. DRAWINGS: Electrical drawings considered diagrammatic and indicate general arrangement of work and systems. Refer to other drawings to verify location of equipment, etc. Check drawings of other trades to verify exact space condition or underground lines. Drawing Scales prohibit the indication of all offsets, fittings and accessories required, however these items will be provided by this subcontractor at no extra cost to the owner. B. QUALITY OF MATERIALS: New, best of their respective kind, free from defects, and listed by Underwriter's Laboratories, Inc. or bearing their label. C. SHOP DRAWINGS: Submit four (4) copies of shop drawings for lighting fixtures and panelboards. Obtain approval before equipment is ordered, built or installed. D. EXCAVATION AND BACKFILLING: Excavate, backfill and restore surfaces for all electrical work. E. Visit site and inspect existing facilities before bid in order to ensure proper evaluation of working conditions and location of existing equipment. 1.4 WIRING, DISTRIBUTION EQUIPMENT AND DEVICES A. CONDUCTORS: Copper, in accordance with ASTM Standards, size references AWG. Conductors No. 10 and smaller size solid, No. 8 and larger stranded. Insulation of conductor thermoplastic, type THHN (min. size: No. 12) any wire installed outside, underground, in slabs, or exposed to moisture shall have THWN insulation. B. RACEWAYS: RIGID STEEL CONDUIT, full weight pipe galvanized, threaded, and minimum 1/2 inch except as noted or required for wiring. ELECTRICAL METALLIC TUBING (EMT), thin wall pipe, galvanized, threadless, comression fittings, and minimum 1/2" except as noted or required for wiring. FLEXIBLE STEEL CONDUIT, continuous singlestrip, galvanized, and minimum 1/2" size except as noted or required for wiring. PVC CONDUIT, heavy duty type, size as indicated. Separate raceways shall be used for each voltage system. Type AC or MC Cable where permitted. C. DISCONNECT SWITCHES: General Duty, horsepower rated for motor loads 600 or 250 volt rating, fused or non -fused as noted; number of poles as indicated, cover interlocked with switch. Enclosure NEMA 1 for indoor use and NEMA 3R for weatherproof applications. Switch to be Square "D" or equal. D. CIRCUIT BREAKERS: Molded case, thermal -magnetic quick -make, quick -break, bolt -on type with manually operated insulated trip -free handle. Multi -pole types with internal common trip bar. Terminals suitable for copper or aluminum conductors. Interrupting capacity minimum 10,000 RMS symmetrical amperes circuit breakers to be Square "D" or equal, type as required. E. PANELBOARDS: Voltage, phasing and ampere ratings as indicated, circuit breaker type as indicated, busbars of hard drawn copper, minimum 98% conductivity, galvanized steel back box, door and trim. All corners lapped and welded, hardware chrome plated with flush lock and catch. Hinges semi - concealed, 5 knuckle steel with nonferrous pins, 180 degree openings. Minimum gutter space 5- 3/4" sides, top and bottom. Increase size where required by code. Directory holder complete with clear plastic transparent cover indicating typewritten list of feeder cables, conduit sizes, circuit numbers, outlets of equipment supplied, and their location. Circuit breaker type panelboards to be Square "D" type NQOD or I -Line, or equal. A plastic label shall be located on exterior of panelboard identifying the system voltage, phase, and current rating. F. WIRING DEVICES: All devices the product of the same manufacturer. Wall switches single pole, 20 ampere, 120 volt. Wall switches three-way, 20ampere, 120 volt. Receptacles duplex, 2 wire; 3 pole grounded, 20 ampere, 120 volt. G. DEVICE PLATES: Provide for all outlets where devices are installed. Provide engraved marking for special outlets. Provide blank plates for empty or future outlet boxes. DEVICE AND DEVICE PLATES COLORS TO BE VERIFIED WITH INTERIOR DESIGNER AND OWNER. 1.5 LIGHTING FIXTURES AND LAMPS A. Furnish and install complete system of lighting fixtures, lamps, accessories and supports as specified and indicated. Submittals of equal quality are allowed. 1.6 GROUNDING SYSTEM A. EQUIPMENT: Ground non -current carrying metal parts of panelboard, raceways and all lighting fixtures. All conduits shall have equipment grounding conductors. 1.7 INSTALLATION A. Secure all supports to building structure. Support horizontal runs of metallic conduit not more than 10 feet apart. Run exposed raceways parallel with or at right angles to walls. B. Pass raceways over water, steam or other piping when pull boxes are not required. No raceway within 3 inches of steam or hot water pipes, or appliances, except crossings where raceway shall be at least 2 inches from pipe cover. C. Cut conduit ends square, ream smooth. Paint male threads of field threaded conduit with graphite base pipe compound. Draw up tight with conduit couplings. D. Leave wire sufficiently long to permit making final connections. In raceways over 50 feet in which wiring is not installed, furnish pull wire. E. Verify locations of outlets and switches. F. Support panel, junction and pull boxes independently to building structure with no weight bearing on conduits. G. Connect conduit to motor conduit terminal boxes with flexible conduit; minimum 18 inches in length and 50% slack. Do not terminate in or fasten raceways to motor foundation. H. Contractor to remove and salvage all abandoned electrical equiment. I. This contractor shall warrant all labor and materials for one year from date of final written acceptance. J. Owner assumes responsibility to do periodic maintenance on all Aluminum Wire Connections and will provide a signed letter to attest to this agreement. K. Contractor will provide to the Building Owner, within 30 days after the date of the system acceptance, record drawings of the actual installation Documents and Manuals per C405.6.4 L. Contractor shall provide construction documents that certify lighting controls meet performance criteria of Section C405 of the Florida Building Code Sixth Edition (2017) Energy Conservation, and provided to the Building Owners within 90 days of receipt of the Certificate of Occupancy per C408.3.2 of the same code. M. Contractor shall provide field markings on all Service Equipment in field. Field markings shall include the date the fault -current calculation was performed and be of sufficient durability to withstand the environment involed per NEC 110.24. 1.8 LOW VOLTAGE A. Low Voltage wiring drawings to be provided by others. F"I 17rTRlrnl CYkAQnl C SFV - VARIABLE SPEED CEILING FAN CONTROL RATED FOR THE LOAD S3D- 3-WAY SINGLE POLE DIMMER SWITCH (0-10V OR LINE VOLT. AS REQUIRED) SD - SINGLE POLE DIMMER SWITCH (0-10V OR LINE VOLTAGE AS REQUIRED) Sap - 3-WAY SINGLE POLE TOGGLE SWITCH W/PILOT LIGHT S - SINGLE POLE TOGGLE SWITCH S3 - 3-WAY SINGLE POLE TOGGLE SWITCH Sa - "a/b" INDICATES LIGHTS TO BE SWITCHED Daub - OCCUPANCY SENSOR W/TWO LEVELS OF LIGHTING LINE VOLTAGE - TIME CLOCK OVERIDE SWITCH (MAX. 2 HR) 1O - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR ® - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR O - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR (LARGE RESTROOMS) ® - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR (SMALL RESTROOMS) Q - LINE VOLTAGE WALL MOUNTED OCCUPANCY SENSOR W/2 LIGHT CONTROL -(SEE SWITCH DETAIL) © - WALL MOUNTED OCCUPANCY SENSOR (CLOSETS) © - WALL MOUNTED DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V ® - MANUAL "ON" OCCUPANCY SENSOR 0 - MANUAL "ON" DIMMABLE OCCUPANCY SENSOR VERIFY LINE VOLTAGE OR 0-10V - LINE VOLTAGE CEILING MOUNTED OCCUPANCY SENSOR FOR RECEPTACLES DS - DAYLIGHT SENSOR -SPLIT DUPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. C= RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. - QUADRAPLEX RECEPTACLE HALF ON TIME CLOCK OR OCCUPANCY SENSOR. C RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. - DUPLEX RECEPTACLE ON TIME CLOCK OR OCCUPANCY SENSOR. CONTROLLED RECEPTACLES MUST BE MARKED TO INDICATE THAT THEY ARE CONTROLLED. -e - SIMPLEX RECEPTACLE - DUPLEX RECEPTACLE - QUADRAPLEX RECEPTACLE - FLOOR BOX W/DUPLEX RECEPTACLE. LOCATIONS TO BE VERIFIED W/OWNERS - FLOOR BOX W/QUADRAPLEX RECEPTACLE. VERIFY LOCATIONS W/OWNERS TVO - 3/4" CONDUIT TO CABLE EQUIPMENT/VERIFY TERMINATION W/OWNERS GFI - GROUND FAULT INTERRUPTER WP - WATER PROOF 3R - NEMA 3R NF - NON -FUSED NIL - NIGHT LIGHT - DISCONNECT SWITCH _ - ELECTRICAL PANELBOARD �- EMERGENCY LIGHTING/EXIT SIGN W/BATTERY BACKUP EMERGENCY LIGHTING-W/BATTERY BACKUP 3 TC - TIME CLOCK ® - PHOTO ELECTRIC SENSOR ® - 208V 30 RECEPTACLE - CONDUIT IN FLOOR RC - RECEPTACLE CONTACTOR ® - 208V RECEPTACLE - VERIFY 1>1 N - 2 VOICE (CAT 5) OUTLET DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS - DATA (CAT 6) OUTLET DATA & COMMUNICATIONS TO BE VERIFIED W/OWNERS - RESTROOM EXHAUST FAN EXTERIOR SECURITY CAMERA 4"X4" JUNCTION BOX W/1 " CONDUIT TO CAMERA © EQUIPMENT. LOCATIONS TO BE VERIFIED W/OWNERS ®- INTERIOR SECURITY CAMERA 4"X4" JUNCTION BOX W/1 " CONDUIT TO CAMERA EQUIPMENT. LOCATIONS TO BE VERIFIED W/OWNERS - SECURITY SENSORS - 4"x4" J-BOX W/1" CONDUIT TO EQUIPMENT. LOCATIONS TO BE VERIFIED W/OWNERS OUTDOOR CEILING FAN - TO BE PICKED BY OWNERS NOTE: Occupancy Sensors are to be "Occupancy/Vacancy Sensors unless indicated otherwise. ie: "Manual On" is a Vacancy sensor w/auto off. 1 " RGS 2 Sets Ea. (4)3/0,2"C 2 Sets Ea. (4)3/0,2"C To Utility Transformer PANEL "L1 " SCHEDULE SERVES LO�ABD CB/P CKT B/P LO�ABD SERVES 0A �C �A �C Customer Area Lights 842 20/1 1 2 15/1 1296 Ice Machine Customer Area/Bar Lts 821 20/1 3 4 15/1 276 Bottle Cooler Pool Table/Patio Lts. 287 20/1 5 6 40/2 1675 Cooler Condenser Spare 20/1 7 8 1 1675 1 Walk in Cooler Lts. 500 20/1 9 10 20/2 811 Evaporator 1 Ext. Bldg. Lts. 221 20/1 11 12 1 811 1 Spare 20/1 13 14 20/2 811 Evaporator 2 Bar Receptacle 1500 20/1 15 16 I 811 1 Bar Receptacle 1500 20/1 17 18 20/1 1500 Security Power Space 19 20 30/2 2250 Water Heater 1 21 22 I 2250 1 Storage/Rstrm/Off Lts. 1180 20/1 23 24 2 /1 1500 Bar Counter Recept. Space 25 26 20/1 1500 Bar Counter Recept. 27 28 20/1 1500 Bar Counter recept. 29 30 20/1 500 Soda Dispenser RTU-1 8310 100/3 31 32 20/1 500 Soda Dispenser 8310 33 34 20/1 500 POS Station 8310 I 35 36 20/1 540 Bar TV Recept. RTU-2 8310 100/3 37 38 20/1 1500 Vending 8310 I 39 40 20/1 1500 Vending 8310 1 41 42 120 1 1 1 1500 1 Vendin Sub -Total 174621944119808 9532 1 7648 1 6026 Panel L2 11627 092712327 -- - -- ...- - 114818 = 322 Amps Connected (Highest Phase) Total 38641 38016 38161 106781 = 296 Amps Demand Notes: 400A MLO 120/208V 30 4W SN w/Feed Thru Lugs PANEL 12" SCHEDULE SERVES OA LO�ABD �C CB/P CKT B/P �A LO�ABD �C SERVES Stage Lights 1000 20/1 1 2 20/1 1500 POS Equipment Stage Lights 1000 20/1 3 4 20/1 500 ATM Machine East Recept/TV's 720 20/1 5 6 20/1 720 Office Receptacles East Recept/TV's 1080 20/1 7 8 20/1 1080 Storage Recept. North Recpt./TV 540 20/1 9 10 20/1 900 Ext. Bldg. Recept. West Recpt./TV's 900 20/1 11 12 20/1 1500 Stage Recept. Recept/DF 480 20/1 13 14 20/2 1500 Stage Recept. Sign 1500 20/1 15 16 20/1 1500 Stage Recept. Fans 500 20/1 17 18 20/1 1500 Stage Recept. Spare 20/1 19 20 20/1 1500 Stage Recept. Space 21 22 20/1 1500 Stage Recept. Sign 1500 20/1 23 24 20/1 1500 Sign Space 20/1 25 26 15/3 497 1 HP Irrigation Pump 27 28 497 29 30 I 497 31 32 Space 33 34 35 36 RTU-3 2990 35/3 37 38 2990 39 40 2990 I 41 42 Sub -Total 5550 6030 6610 6077 4897 5717 Total 11627 092712327 34881 = 103 Amps Connected (Highest Phase) Notes: 400A MLO 120/208V 30 4W SN Extend to metal water line or building steel in accordance with NEC 250. 3% EQUIPMENT VOLTAGE DROP CHART This chart is based on a 20 amp single pole breaker load at maximum (16 amps) 120/208V 30 Service. WIRE TYPE AND SIZE FEET # 12 75-C THW/THWN Wire = 113 # 10 75-C THW/THWN Wire = 181 J Meter C.T If required 2 CU 400/3 Main Fused Disc. Nipple thru wall Minimum (2)5/8" 0 Copper Clad Ground Rods spaced 10' apart. Panel L1 400A MLO 120/208V 30 4 Wire SN W/Feed thru Lugs Proposed Building ELECTRICAL LOAD CALCULATIONS: LIGHTING 5000 Sq. Ft. ® 1.01 per = Per Table C405.4.2(1) Exterior Bldg. Lights Stage Lighting Continuous Load = 7.27 X 1.25 = RECEPTACLES 1st 10kw ® 100% + .5 X remainder = 10000 + (.5 X 22960) = HVAC (2) RTU's Unit w/Heat ® 24930 ea. _ (1) RTU's Unit w/Heat ® 8970 = EQUIPMENT (1) Ice Machine ® 1296 = (1) Bottle Cooler ® 276 = (1) Walk In Cooler Condenser ® 3350 = (2) Walk In Cooler Evaporators @ 1622 ea. _ (1) Water Heater ® 4500 = (3) Signs ® 1500 ea. = 2 Ceiling Fans ® 250 ea. _ 1 HP Irrigation Pump KW 5.05 0.22 2.00 7.27 Sub Total 9.09 10.00 11.48 Sub Total 21.48 49.86 ff 8.97 Sub Total 58.83 0 1.30 0.28 3.35 3.24 otal 8.17 0 0 4.50 N 4.50 Z 0.50 1.49 Total 108.56 108.56kw ® 120/208V 30 = 301 Amps. 400A 120/208V 30 4 Wire SN Service cunRT rIPrl IIT rel rlll OTInNc�- 43198 (Worst Case) Sc = 1 + 1.732(50)(43198) 2(13923)(208) 1 Sc = 26247.0 AIC 400A Fused Disconnect I SC = 9500.0 AIC Let Thru Current ® 400A Fused Disc w/400A Class RK1 LPN-RK_SP Fuses I Sc = <10000 AIC Panels L1, and L2 2% SERVICE/FEEDER VOLTAGE DROP CHART This chart is based on a 320 Amp Demand (80% 400A), 208V 30 Service from Utility Transformer to Panel L1,L2. WIRE TYPE AND SIZE FEET VD %VD UTILITY TRANSFORMER TO PANELS L1,L2 (2) 3/0 75-C THW/THWN Wire = 100 2.13 1.02 IChart indicates distance with load as shown. Should total distance exceed what is indicated it is to be brought to the attention of this Engineer. Verify location TC w/Owners Panel L2 400A MLO 120/208V TC 30 4 Wire SN Int. Lights 2 Sets Ea. (3)3/0,3/ON,3G,2"C Bond to Concrete enclosed Steel Rebar (min. #4) in Bldg. Foundation per NEC 250.50 RISER DIAGRAM NTS (3 Z N U-) Q; M m -J Q J m �_ Q J _J a) O �QLZ U� _J O - >_ L0CY- 2 CL UJ o W N ( w o a � o CL O W� b (/) 0 Z w J W � rn 00W PJ MJC) z J V) O U W I U I 2 = (n LA_ Q o Z (!') 0 OJIW Z_ f' w ~ 0 UDUN WJ� UUa Z coo 04 0 UJNU D UJ Q O o Z 0 0- Z o �I m D Z Z of Z 0 Z W a o z � m � Z Z 3 O cZ� u7 W N N v) a LLI U ? ;E2 iWC2 z W LU s2 8 ti . J O � j Q w Zz i h � n -el COVERED OUTSIDE SEATING COVERED ENTRY z 0 T.V. T,V, UF E X2 T.V. X3 V V Max. Travel 75' X5 zV) ILezzzzz"1 0 in X3 0 X POOL TABLE POOL TABLE POOL TABLE POOL TABLE C, >; 0 0 0 � r7 X2, HIGH TOP HIGH TOP HIGH TOP HIGH TOP Lo < > 4 M _j IWO SITE BUILT Q M WALK IN COOLER _j 0 BY OTHERS V) >0 V) T.V. OO 9) 0 ]QUOR 3 >; PACKAGE CABINET �A BOTTLE I, LOW TOP LOW TOP LOW TOP LOW TOP T.V. Cy - STORAGE ROOM cl� z UJ 0 ff V, AeX5 X5 z z 6� 0 LOW TOP _j w X2 X5 z OFFICE X1 Ll UTILITY _3 OPEN FLOOR AREA FOR STAGE Panel Ll < w z ]z Max. Travel 42 Panel L2 C4 X5 Max. Travel 90' 2FE X3 z z N T.V. T.V. X 10'0" HARD CL 1111111111 11T=11 111111111111111111111 HIT11111111 11111111111111111111111111111111111111 111111111111 U I I 1111111 HARD? 1111111111111111 IFFIFFEM111111111 111 11MILLiL1111h ff :0J Q 0 to SPRINKLER WATER INLET z z o !tl a Im 0 z z OI w Cn 0 w CL co z 1011 0 z LIGHTING PLAN 1/4if 1w z 3 0< (A 61 V)11 V) Line of exit and direction V) M NN a Z Lu V) NOTE: Z FIRE EXTINGUISHER SYMBOLS LIFE SAFETY PLAN TO COMPLY WITH FLORIDA FIRE PREVENTION CODE 6TH EDITION 11�1 -1--i- 0 X !q CL cc t, 2FE — TYPE ABC FIRE EXTINGUISHER W/MIN. 2A,20B,C RATING. N INSTALL WHERE INDICATED. 1. CONTRACTOR TO PROVIDE SIGN DESIGNATING FRAME CONSTRUCTIONOF ROOF PER FAC V) ww — TYPE ABC FIRE EXTINGUISHER W/MIN. 2A,10B,C RATING. 69A-3/012 (6). ♦ l �.ICEVjss. 10 *14 i INSTALL WHERE INDICATED. I 2. CONTRACTOR TO PROVIDE TACTILE SIGNS AS REQUIRED PER NFPA 1:14.14.1.3 IVO. 38664 3. CONTRACTOR TO PROIVIDE UL 1037 APPROVED ACCESSS BOX PER NFPA 1:18,2.2.1 DO, 0' a fill 1 its