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HomeMy WebLinkAboutBuilding PlansUS ,. i C. lnje�ubator x a Coasu , Paric ` d RDA Y S5' ARCHITECTURAL A B B ABBREVIATIONS / GENERAL NOTES ACC ACCCESSI • ILITY DETAILS -1 FLOOR FLAN - EQUIPMENT PLAN A-1.1 1/4" FLOOR PLAN AND REFLECTED CEILING PLAN A-1.2 1/4" REFLECTED CEILING PLAN -2 BUILDING ELEVATIONS (FRONT AND RIGHT SIDE) A-3 BUILDING ELEVATIONS (REAR AND LEFT SIDED A-4 ROOF PLAN AND DETAILS TAILS A-5 DETAILS A-6 BUILDING SECTION AND DETAILS A-7 DETAILS AN GR-VALUE CALCULATIONS A-8 DOOR / WINDOW / FINISH SCHEDULES A-9 SECTIONS AND DETAILS LIFE SAFETY LS-1 LIFE SAFETY PLAN / CODE DATA / PLUMBING CALCS. STRU T Rt S-0.1 GENERAL NOTES AND DESIGN CRITERIA S-0-2 GENERAL NOTES XJ11C, WIND PRESSURE DIAGRAM S-1 FOUNDATION AND SLAB PLAN, NOTES S-2 ROOF FRAMING PLAN, NOTES S-3 DETAILS S-4 DETAILS S-5 DETAILS AND SCHEDULES S-6 SECTIONS AND DETAILS S-7 DETAILS AND CONNECTION SCHEDULE A CHT T EOLUND • ORITENBAS • BINKLEY ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Suite 0, Vero Beach, Florida 32950 Phone: (7721 569.4320 AR# AAC000666 7550 Pruitt Research K'd. Fort:. Plerce., Pi 5 INDEX TD DRAWING MECHANICAL M-0 MECHANICAL GENERAL NOTES, SYMBOLS, SCHFEDULES M-1 FLOOR PLAN - MECHANICAL M -3 ROOF PLAN - MECHANICAL ICI-4 MECHANICAL DETAILS M-4.1 FOOD DETAILS rr�=� M-4.2 FAN CONTROL SCHEMATICS M-5 MECHANICAL SCHEDULES M-6 MECHANICAL NOTES ELECTRICAL E-0 ELECTRICAL LEGEND, NOTES, ABBREVIATIONS E-0,1 ELECTRICAL NOTES AND SCHEDULES E-0.2 SITE PLAN - ELECTRICAL E-1 FLOOR PLAN - POWER AND SYSTEM E-1.1 FLOOR PLAN - LIGHTING E-2 ENLARGED PLAN - POWER AND SYSTEMS E-3 ROOF CLAN - ELECTRICAL E-4 ELECT RICAL DETAILS A\ E-4.1 ELECTRICAL DETAILS E-5 PANEL SCHEDULES E-G ROWER RISEN DIAGRAM L E-7 VEHICLE CHARGING STATION DETAILS - voAloamimt- G. M. Hill Engineering, Inc. 9640 Sunbeam Center Drive suite 1 Jacksonville, Florida 32257 Phone:904-280-8244 Certificate of Authorization No.26181 CIVIL Kimley-Horn and Associates, Inc. 445 24th Street Suite 200 Vero Beach, FL 32960 PHONE (772) 794-4100 FAX (772) 794-4130 PLUMBING ING P-0 PLUMBING LEGEND, NOTES, SCHEDULES, DETAILS P-1 FLOOR FLAN - PLUMBING P-2 ENLARGED FLOOR [CLAN - PLUMBING A P-3 RISER DIAGRAMS - PLUMBING civil 1 G 1 SUM-1 T PGD 1 PGA-• •GD 3 SP r UT-1 UT-2 UT-3 LT I' 1 IR- 2 EC-1 GGHGF L uFti�,�racF uH riiap ARE THE REEpOHE1El i uP THE CONTRAOTOR OFRECORD ST. LUCE COUNTY FIADICREVIFiWEO,FOR COMPT I�E1� SrI�EET SUCT TO FIELD INSSEE ATTACHED REVISGENERAL NOTES REVIEWED BY: SUMMARY? OF PAY ITEMS DATE: SITE [CLAN HORIZONTAL CONTROL PLAN PAVING GRADING AND DRAINAGE PLAN SITE DETAILS SIGNING AND PAVEMENT rIvViAR INCA4 PLAN UTILITY PLAN THESE PLANS AND ALL PROPOSED WORK UTILITY DETAILS ARE SUBJECT TO ANY CORRECTIONS zA REQUIRED DY NELD INVECTORS THAT UTILITY DETAILS MAYBE NECESSARY IN ORDER To LANDSCAPE PLAN COMPLY WITH ALL APPUCA6611 COW1 LANSCAPE DETAILS LIGHTING FLAN IRRIC ter' TION FLAN IRRIGATION DETAILS EROSION CONTROL PLAN I�sT.Luc{eco� DATE ELEC: DATE PLUM& DATE mccli DATE MECHANICAL / ELECTRICAL / PLUMBING Sims Wilkerson Cartier Engineering, Inc. 12124 High Tech Ave, Suite 200 Orlando, FL 32817 (407) 380-0400 Flt C www.SWCeng.com OP) Ld .� - .. 11 .. r 04 • f LLJ �. f LAJ •/ ■ - ■ .I�nallllllllllllllu��l. { A 11 t OR IL Uj • 00 .. .. 1 LL Uj •' I o ,1■. COMM.�. • DATE: CH'KD*-. COVER OF ONE N GENEQAL NOTES (UPDATED 10 APRIL 2014) I. THE CONTRACTOR IS TO VERIFY ALL DIMENSIONS SHOWN ON THE CONSTRUCTION 6. THE CONTRACTOR(S) SHALL PROVIDE AND MAINTAIN COMPLETE WORKERS DOCUMENTS AND EXISTING CONDITIONS IN THE FIELD. ANY DISCREPANCIES COMPENSATION, GENERAL LIABILITY AND BUILDERS RISK INSURANCE. IN THE ABOVE WILL CONSTITUTE A "STOP WORK" ORDER FOR THAT PORTION OF THE CONSTRUCTION ONLY. THE ARCHITECT IS TO BE NOTIFIED IMMEDIATELY 7. ALL MATERIALS UTILIZED SHALL BE NEW AND OF THE QUALITY SPECIFIED, FOR RESOLUTION. SUBSTITUTIONS WILL BE ALLOWED ONLY WITH THE ARCHITECT'S PRIOR WRITTEN APPROVAL. 2. EVERY ATTEMPT HAS BEEN MADE TO DELINEATE THE EXISTING CONDITIONS AND DETAILS, THE CONTRACTOR MUST VISIT THE SITE TO VISUALLY ESTABLISH THE 8. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE MANUFACTURER'S COMPLETE SCOPE OF WORK AND CONDITIONS TO BE CONSTRUCTED. INSTRUCTIONS AND CATALOG CUTS. 3. THE GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION SHALL 9. PRIOR TO FINAL PAYMENT, THE CONTRACTOR SHALL ISSUE TO THE OWNER. AN BE AIA DOCUMENT A 201, 2007 EDITION, A COPY OF WHICH IS AVAILABLE EXECUTED "FINAL RELEASE OF LIEN" FORMS FROM ALL PARTIES HAVING FOR REVIEW AT THE ARCHITECTS OFFICE. LIEN RIGHTS AGAINST THE OWNER. 4. THE CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND 10. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH "BEST TRADE PRACTICES" WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE "DATE OF FOR THE GEOGRAPHIC AREA IN WHICH THE PROJECT IS LOCATED. SUBSTANTIAL COMPLETION". IL UNLESS WHERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL NECESSARY LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE SECURE THE "CERTIFICATE OF OCCUPANCY'. AND OPERATING PROJECT. LEGEND (UPDATED IO APRIL 2014) DETAIL SECTION DETAIL TITLE i SYMBOL MARKS SCALE -NONE REF. WHERE CUT OCCURS A-8 O SHEET WHERE SHOWN DOORS, COLUMNS i SECTION DETAIL NUMBER q-g FOOTINGS, TIE BEAMS A SECTIONS SCALE, NONE REF. WHERE CUT OCCURS A-8 ❑ WINDOWS, WOOD LINTELS SPECIALTY q SECTION LETTER ROOM/SPACE IDENTIFICATION q-g SHEET WHERE SHOWN M MIAECN MATCH M 101 ROOM/SPACE u SPECIFIC DETAILS I DETAIL NUMBER A-8 SHEET WHERE SHOWN INTERIOR ELEVATIONS FINISH ELEVATIONS REVISIONS qWALL ELEVATION FINISH FLOOR (ASSUMED ELEVATION OF FINISH FLOOR) � APPEARS ON DRAWING AS A CLOUDED REFERENCE, q +O'-O" (ACTUAL ELEV. AS (N.G.V.D.) OR (N.A.V.D.) / ` � AT PLACE OF REVISION AND NOTED ON SHEET WHERE SHOWN TITLE BLOCK REVISION COLUMN. CONSTP,)UCT I ON ADM I N I STQAT I ON GUIDELINES (UPDATED 10 APRIL 2014) I INSPECTION REQUIREMENTS A. BY ARCHITECT, PRIOR TO ALL CONCRETE POURS B. BEFORE COVERING WORK WITH DRYWALL AND PRIOR TO CEILING INSTALLATION. WHEN MECHANICAL, ELECTRICAL E PLUMBING ROUGH -INS ARE COMPLETED. C. TO ESTABLISH A PUNCH LIST (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN ESTABLISHED PUNCH LIST AND AFTER CERTIFICATE OF OCCUPANCY.) D. AT FINAL INSPECTION, FOLLOWING COMPLETION OF PUNCH LIST. E. AT MONTHLY PAY REQUEST AND WEEKLY PROGRESS INSPECTIONS NOTE, PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS 11. PAY REQUEST A. AS PER OWNER/ CONTRACTOR AGREEMENT UTILIZING AIA DOCUMENTS B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) C. FOR STORED MATERIALS - (CERTIFICATE OF INSURANCE REQUIRED) III. OTHER REQUIREMENTS OF THE CONTRACTOR A. BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE AND PERIODICALLY UPDATE, AS REQUESTED B. A SCHEDULE OF VALUES (A.I.A. FORM #G-703) IV. CONSTRUCTION PRIORITIES A. ESTABLISH DATE FOR THE PRECONSTRUCTION MEETING B. CHECK OUT LONG LEAD ITEMS - - ALLOW ORDERING TIME C. MAINTAIN CONSTRUCTION LOG DOCUMENTING RAIN DAYS WHEN SCHEDULED WORK COULD NOT BE PERFORMED. D. MAINTAIN A MARKED UP SET OF CONSTRUCTION PLANS W/ RED BALLPOINT PEN TO BE SUPPLIED TO ARCHITECT FOR USE IN ESTABLISHING AS BUILT DRAWINGS. V. CHANGES / CORRESPONDENCE A. ALL CORRESPONDENCE OR DIRECTIVES THRU ARCHITECT AND COPIED TO OWNER B. NO DIRECTIVES FROM EMPLOYEES. ALL REQUESTS FOR INFORMATION OR CHANGES THRU ARCHITECT AND OWNER B. GROUP ITEMS INTO ONE (1) CHANGE ORDER, RATHER THAN SEVERAL SINGLE ITEM CHANGE ORDERS. C. ANY WORK COMPLETED PRIOR TO A CHANGE ORDER BEIN BY ALL PARTIES IS AT CONTRACTOR'S RISK. CHANGE OR[ SHALL BE SIGNED BEFORE WORK IS COMMENCED. VII. SHOP QRAWING SUBMITTALS A. FOUR (4) COPIES (NOTE IN RED ANY CHANGES) ONE FOR OWNER ONE FOR ARCHITECT ONE FOR CONTRACTOR ONE FOR SUPPLIER Q OR SUBS. COPIES kCH C. SUBMIT TO ARCHITECT AS SOON AS POSSIBLE D. NO SUBSTITUTES WITHOUT PRIOR APPROVAL BY ARCHITECT E OWNER. VIII. CHANGE^ IN THE WORK A. DO NOT DEVIATE FROM PLANS WITHOUT ARCHITECTS APPROVAL. IX. PROPER CONDUCT AT JOBSITES A. NO SWEARING B. NO LOUD RADIOS C. PROPERLY DRESSED FOR WORK D. KEEPING JOBSITE CLEAN AND SAFE EACH DAY IS SOLE RESPONSIBILITY OF THE CONTRACTOR. E. HIARDHIATS ARE REQUIRED PER OSHA REGULATIONS X. RAIN DAY DOCUMENTATIQN A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED. A 12F_OI1F_ST DATE. ABBQEV I AT I ONS (REVISED 10 APRIL 2014) E AND E L L ANGLE E. EAST LG. LONG 0 AT EA. EACH LGT. LIGHT DIAMETER OR ROLM E.B. EXPANSION BOLT LP. LIQUID PROPANE WELD E.E.P. ENERGY EFFICIENCY RATIO U}R. LOCKER E.F. EXHIALST FAN ILL LIVE LOAD E.G. EMERGENCY GENERATOR LLV. LONG LEG VERTICAL A E.J. EXPANSION JOINT LS.C. LATCH SIDE CLEARANCE ACOUS, ACOUSTICAL E- ELEVATION LT. LALND12Y TUB A.D. AREA DRAIN EL EMERGENCY LIGHT ADA AMERICANS WITH DISABILITIES ACT ELEC. ELECTRICAL ADJ. ADJUSTABLE ELEV. ELEVATOR M AFF. ABOVE FINISH FLOOR Ems, EMERGENCY MAX MAXIMUM AGGR. AGGREGATE ENCL ENCLOSURE M.C. MEDICINE CABINETMECH. A.H.U.AIR HANDLING UNIT EP. ELECTRICAL PAAELBOARD MECHANICAL ALUM. ALUMINUM EQ. EQUAL MEMB, MEMBRANE A.C.I. AMERICAN CONCRETE INSTITUTE EQPT. EQUIPMENT MTL METAL A.ST.M. AME2ICAN SOCIETY OF TESTING ESP. EEC.TRO STATIC PAINT MFR. MAN.FACTLRER AND MEASURES E.W. EACH WAY MH MANHOLE A.W.PA M A321CAN WOOD E PLYWOOD E.W.C..C. ELECTRIC WATER COOLER MIN. M ASSOCIATION EWx ELECTRIC WATER HEATER MIRK. MIRROR MIRROR A.B.ANCHOR BOLTS EXP. EXPANSION MISC. MISCELLANEOUS APPRVD. APPROVED EXPJ3LTS. EXPANSION BOLTS MTD. MOUNTED APP12OX. APPROXIMATE EX. EXISTING MJ3 MACHILT NE NEBBO LT ARCH. Al2CHITECTLRAL EXT. EXTERIOR OR EXTENSION MDMD. . MAINDISCONNECT A.C.C.M. P ASPHALT COATED CORRUGATED MEDIUM DENSITY FIBERBOARDD M.D.P. MAIN DISTRIBUTION PATE METAL PIPE F ASB. ASBESTOS F.A. FIRE ALARM MD. MAIN DRAIN ASPH. ASPHALT F.A.C. FLORIDA ACCESSIBILITY CODE M.O. MASONRY OPENING ASSY. ASSEMBLY F.B. FLAT BAR M'Sl" MEAN SEA LEVEL B &ZG.(BRNGJ BEARING BD. BOARD BITLIM BITUMINOUS E.DG. BUILDING ELK. BLOCK EKG, BLOCKING BM BEAM BOT. BOTTOM B.C. BOTTOM CHORD E.T. BOLT C CAB. CABINET CANT. CANTILEVER C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I. CAST IRON C.G. CORNER GUARD CLG. CEILING CL CLOSET CLR. CLEAR C.O. CASED OPENING COL COLUMN CONIC. CONCRETE CONK. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORP. CORRIDOR CPT. CARPET CTSK COLNTE12SLW ONTR. COUNTER CTR. CENTER q CENTERLINE C/C. CENTER TO CENTE32 C.T. CERAMIC TILE CKT. CIRCUIT C.O. CLEAN OUT C.C.CL COASTAL CONSTRUCTION CONTROL LINE C. COLD C.W. COLD WATE12 CBS. CONCRETE BLOCK CONSTRUCTION CML. CONCRETE MASONRY UNIT CM CONCRETE MON IMENT CJ CONTROL JOINT CORD. CONDENSATE OR CONDUIT CU. COPPER C.JUK. CORNER JACK C.M.P. CORRUGATED METAL PIPE C.F.M. CUBIC FEET PER MINUTE C.Y. CUBIC YARD CULV. CULVERT D DL DEAD LOAD DBL DOUBLE D.C.G. DIRT CONTROL GRATING DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DE- DELAYED DET. DETAIL DIA. DIAMETER DIM DIMENSION DISP. DISPENSER DR DOWN D.O. DOOR OPENING DWR. DRAWER DS. DOWNSPOUT D.SP. DRY STANDPIPE DWG. DRAWING D.J. DECK -A -JOINT OP. DEEP D.OE DEPARTMENT OF EDUCATION D.E.P. DEPARTMENT OF ENVIRONMENTAL REGULATION DEP. DEPARTMENT OF ENVIRONMENTAL PROTECTION DW DISHWASH♦E32 DE_ DOUBLE Dx DOUBLE KING DR DOWN D DRYER F.B.C. F.P.C. F.D. FDN F.E. F.EC, F.H.C. FIN FL FLASH FLUOR F.O.C. F.OF. F.O.S. FG, FIN FL FXD. F.G. FS. FT. RTA FTG. FUT. F.D.O.T. pia GA GALV. G.B. GL GND. GR. GYP. GAL G.F.I. M.C. MEDICINE CABINET FLORIDA BUILDING CODE M.V. MERCURY VAPOR FLORIDA PLUMBING CODE FLOOR DRAIN MT. METAL THRESHOLD FOUNDATION MPx MILES PER HOUR FIRE EXTINGUISHER M.P. MOISTURE RESISTANT MLD'G. MOULDING FIRE EXTINGUISH -ER CAB. FIRE HOSE CABINET N FINISH WA NOT APPLICABLE FLOOR N NORTH FLASHING NAV.D. NORTH AMERICAN VERTICAL DATUM FLUORESCENT N.I.C. NOT IN CONTRACT FACE OF CONCRETE NO. OR tt NUMBER FACE OF FINISH ROM. NOMINAL FACE OF STUDS NITS. NOT TO SCALE FIREPROOF NEC. NATIONAL ELECTRIC CODE FIBERGLASS NG.V.D. NATIONAL GEODETIC FINISHED FLOOR VERTICAL DATUM FIXED N.L. NIGHT LIGHT FLOOR GIRDE12 FILL SIZE 0 FOOT OR FEET O.A. OVERALL FEDERAL TRANSIT AUTHORITY OBS. OBSCURE FOOTING O.C. ON CENTI 32 FLRRING O.D. OUTSIDE DIAMETER (DIM) FUTURE OFF. OFFICE FLORIDA DEPARTMENT OF OPNG' OPENING TRANSPORTATION OPP. OPPOSITE FLORIDA DEPARTMENT OF O.B.D. OPPOSED BLADE DAMPER ENVIRONMENTAL PROTECTION O.A. OUTSIDE AIR O.H. OVE2 HANG G CAD. OVERHEAD DOOR GAUGE O.E. OVERHEAD E-ECTRIC GALVANIZED GRAB BAR P GLASS P.V.C. GROUND P.E.B. GRADE P.S.I. GYPSUM P.S.F. GALLON PL GROUND FAULT INTERRUPT PLAM. PLAS. PLY. Id PR HCP. HANDICAPPED PT. Fes. WADER P.T.O. HRLL HEAT RECOVERY UNIT P,T.D/R H.D. HEAVY DUTY HIPS. HIGH PRESSURE SODIUM PTN H.J. HIP JACK P.T. H.C. HOLLOW CORE P.T.R. H.B. HOSE BIBB RTA HC. HOLLOW CORE PE2F HDWD. HARDWOOD P HDWR HARDWARE P.C. HH HAPPY HOUR I-LM HOLLOW METAL P.B. HORIZ. HORIZONTAL PP. HR. HOUR PAW. PORC. H.C. HOLLOW CORE HIM. HOLLOW METAL HIUMIP. HOLLOW METAL FRAME HK. HOOK HP. HORSE POWER E HIGH POINT H. HOT HD.G. HOT DIPPED GALVANIZED I I.D. INSIDE DIAMETE32 (DIM) INSUL INSULATION INT. INTERIOR INV. INVERT I.P. IRON PIPE J JAN. JANITOR JT. JOINT K KIT. KITCHEN KW. KILOWATT K.T. KEYBOARD TRAY L LAB. LABORATORY LAM LAMINATE LAV. LAVATORY LB. POUND LEED LEADERSHIP IN ENERGY AND ENVIRONMENTAL DESIGN LF. LINEAL FEET SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. POLY VINYL CI-LORIDE PAINTED EXPOSED BLOCK POUNDS PER SOL412E INCH POUNDS P02 SQUARE FOOT PLATE PLASTIC LAMINATE PLASTER PLYWOOD PAIR POINT PAPER TOWEL DISPENSER COMBINATION PAPER TOWEL DISPENSER E RECEPTACLE PARTITION PRESSURE TREATED PAPER TOWS- RECEPTACLE PAPER TOWEL HOLDER PERFORATED PROPERTY LINE PULL CHIAIN PUSH BUTTON POWER POLE PARTIAL HEIGHT WALL PORCELAIN TILE Q Q.T. QUARRY TILE RISER .S P.D. ROOF DRAIN PER -FE - . REG. REGISTER REINFORCED • REQUIRED RESIL RESILIENT -•• 12.0. • OPENING REDWOOD WATER LEADER R.C.P. REINFORCED CONCRETE PIPE PE.. • • LED REV. REVERSE P.O.W. 12IGHT OF -•. E SHELF - P.O. ROUGH OPENING ROUGH S LLI N) S. SOUTH m VV)) o I_ Qlq* SA. SUPPLY AIR Z V) o Z o I SALT. SUSPENDED ACOUSTICAL TILE W S.C. SOLID CORE � Z O � S.C.D. SEAT COVER DISPENSER — Q < U- ^ SCHED. SCHEDULE V) J (V S.D. SOAP DISPENSER d : C-) SECT. SECTION Ld Q SH. SHELF EL 0 J Z >_ LAJ SH2. SHOWER U m SHT. SHEET D 0 La Q O Z SA SINGLE HUNG= p SIM SIMILAR Un W 2 SLD. CONIC. SEALED CONCRETE W CD > O_ SLV. SHORT LEG VERTICAL SND. SANITARY NAPKIN DISPENSER SNR. SANITARY NAPKIN RECEPTACLE LD SPEC. SPECIFICATION U SQ. SQUARE S.S. STAINLESS STEEL 0 S.SK SERVICE SINK (n STA. STATION U Q STD. STANDARD ❑ M. STEEL Q Q STOP. STORAGE ST12L STRUCTURAL SUSP. SUSPENDED r' SYM.YM SYMMETRICAL S SS. SANDED 4 SIDES SIS2E SANDED ONE SIDE 7i AND TWO EDGES Q as. SANITARY SEWER `v SEER SEASONAL ENERGY J EFFICIENCY RATED UJ W S.H. SINGLE KING V) SLDG, GUS. SLIDING GLASS S/D SMOKE DETECTOR S.Y.P. SOUTHERN YELLOW PINE 0 SQUARE FOOT DIMENSION S.F. SQUARE FOOT z S.J.I. STEEL JOIST INSTITUTE O SYS SYSTEM W S.V. SHEET VINYL L T TRD. TREAD T.B. TOWEL BAR T.O.C. TOP OF CURB TEL TELEPHONE TE2R. TERRAZZO T.EG. TONGUE AND GROOVE THK. THICK T.O.P. TOP OF PAVENCNT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKBOARD T.CL TIME CLOCK TYR TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM TL TOTAL LOAD TRANSV. TRANSVERSE T. TREAD TS. TUBE SECTION U UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE U.C. UNDER COLNTE32 UL UNDERWRITERS LAB U.S.G. UNITED STATES GYPSUM US.G.B.C, UNITED STATES GREEN BUILDING COUNCIL V VAC. VACUUM V.B. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL V.P. VAPOR PROOF V.P. VAPOR RETARDER V.T.P. VENT THRU ROOF W W. WEST W WASHER W/ WITH W.C. WATEZ CLOSET WD. WOOD W/O WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT WSHR. WASH W.I.C. WALK IN CLOSET W.G. WALL GIRDER W.W.F. WELDED WIRE FABRIC WAN. WELDED WIRE MESH W.P. WORKING POINT WDW. WINDOW © MAY '16 THESE PI SEND THE INFORW M SHDITN HEREIN ARE THE Pa0PER0' a m DIaIHBRs EwaEr NMIDLIS PA MD REPAVq OM6. 06CLDSURES M WE THUSY H ME M N W M EM16.SSLY PRo- xen10 xn,rour rwarRn PRE651W. COMM. NO: C60215VB DATE: 24 MAY, 2016 BY: JN12 CH'KD: PD SHEET NO. A1313 OF ONE FTP 25 SIGN. SEE SITE FLUSH VALVE LOCATION CONTROL AREA SHALL BE LOCATED 15' MAX FROM 15' MAX. CONTROLS ON ANY WALL, PLAN FOR LOCATIONS DO NOT PAINT BUMPER CENTERLINE OF SEAT TOWARD OPENING OF SHOWER ABOVE GRAB BAR AT 48' 22"- 2} — 3 GUARDS (TYP.) TANK TOILET LOCATION 18' MAXIMUM HEIGHT -77 BACK BACK 12'-0' MIN. 5'-O' MIN. O b x C , 12'-O' MIN. 18' ��Ro Z - PRODU RECYCLED 13 a �- N PAINT BLUE CONK. BUMPER O 012 zo z m GUARDS (TYP.) j1j2 ih m z (/, �p m m m LAN. CLEAR I 2-I/2' V O 16'-18' IT-19' SPACE M � --- SP10 ACE J \s 4' 2 � to I I —_—_----- - , w 4' WHITE 60' 4' WHITE ------ of SEAT WALL BACK CONTROL WALL I� 60' MIN 15 16 PAINT (TYP.)' WHITE PAINT (TYP.), O WHEELCHAIR AMBULATORY as MIN SHOWER DAM _ ,E PAINT (TYP.) SEE DETAIL ON MAX, e s DRAWING SET PANT (TYP.� ACCESSIBLE ACCESSIBLE 36" BY 36" TRANSFER i WATER CLOSETS WATER CLOSETS 36" BY 36" TRANSFER 30" BY 60' ROLL -IN SHOWER SEAT DESIGN PER LOCAL 12' MIN 5' IZ MIN. PER LOCAL 2T MAX 4• CODES CLEAR AISLE CLEAR CODES CONTROLS FOR FLUSH VALVES SHALL BE CONTROL NTTR WITH I / SEAT MIN. ON THE WIDE SIDE OF THE WATER CLOSET 30' MIN OUT SEAT 30' MIN� EXCEPT ORAMWENTS (F BC6046WHERE ACCESSIBLE SHOWER SIZE, CLEARANCES AND SEAT DESIGNCOMPA1DISABLED PARKING STALL CONTROL CAN BE ON EITHER SIDE 4' 4' 4' 4' - a� max 2• NOTE, FIXTURE LOCATIONS AND m PARALLEL PARKING ACCESSIBLE STALL AT TYP. SPACING z � TYP. SPACING 8' X 23' WITH 5 FT. AISLE ON PASSENGER SIDE FLUSH VALVE LOCATION co �12NOTES: SIDE CONTROL WALL SIDEMIRROR MOUNTED MAXIMUM E x X OF 40' TO BOTTOM OF PROVIDE OFFSET 30" BY 60" ROLL -IN WITH OUT SEAT TOP PORTION OF FTP 25 AND 26 REFLECTING SURFACE A.F.F. 60 a°o SHALL HAVE A REFLECTIVE BLUE AND WATER LINES x S0 a0 ITMIN INSULATE DRAIN `e°o a°o REFLECTIVE SYMBOL WITH WHITE BORDER. 19 MAX AND WATER LINES GRAB BARS AT SHOWER STALLS _ a0 a0 X (z9 BOTTOM PORTION SHALL HAVE A FIGURE 307.4 FIGURE 307.2 \ no •o q (n REFLECTIVE WHITE BACKGROUND BAR z VERTICAL CLEARANCE LIMITS OF PROTRUDING WITH BLACK OPAQUE LEGEND FLOOR O x 1r MIN12' MIN x OBJECTS z j "� 0 PARKING BY °w AND BORDER. O SPACE _ z IT MIN FTP 25 AND 26 MAY BE FABRICATED —fib DISABLED p THIS HAD MJST in J 25' MAX cw U Cc) I— D RETURN TO WAIL I - q FT O5 PANEL OR TWO. z LTO I NOTE: m ONLYT FTP 25 MAY BE SUBSTITUTED 48' MINi\\N 4 SS T14NG j2L7ESS THAN � X X = TREAD DEPTH FOR THE FTP I IN AREAS Z WHERE SPACE IS LIMITED. TO TO 38' CAR CONTROL HEIGHT ALTERNATE LOCATIONS U 1 I/2"R• -` SIGNS ARE TO BE MOUNTED KNEE TOE TOP OF RAIL CLEARANCE CLEARANCE OF PANEL WITH AT STANDARD HEIGHT. 8' MIN 6' MAX FIGURE 505.10.1 FIGURE 505.10.2 FIGURE 505.10.3 SIDE OPENING DOOR `� $2505 `�INE (T FROM PARKING SURFACE IT MIN DEPTH TOP AND BOTTOM HAND RAIL TOP HAND RAIL BOTTOM HAND RAIL TO BOTTOM OF SIGN). EXTENSION AT RAMPS EXTENSION AT STAIRS EXTENSION AT STAIRS ALL LETTERS LAVATORY CLEARANCES PROJECTION 60 IMUM 1" SERIES 'C' IT 60" FLOOR AND CAR �� ITMIIN.DEPTH FOR WORKTOP. THAN T4* DESIGNATIONS HANDICAP SIGNAGE 8' MAX. FOR TICKET AND SERVING COUNTERS 36" MIN• o 1.6"-2.4' FULLY ADHERED ------------- ABC LENGTH 0.9'-1.4" RECESS MANUFACTURED 36" MIN. 36' MIN. 54' MIN. I = _ 4�FASE VISIBLE77 N TOININ CASE OF j MATT INTO NEW CONK. PIN SIGNAL Z - BASE WALK. 5�512' 24' 24' 12' 12' 42' MIN. 3O' MAX. FIRE O-� LK DIA. 27" 60' USE STAIRWAY FOR EXIT LO o� FIN OF CALL DO NOT USE ELEVATOR IL 4T T CL - - - O FLOOR 16 18' 16 18"------------- BurroNs p MOUNT NEXT TO CALL BUTTON WALL MOUNTED w TRUNCATED DOME ELEVATOR ENTRANCES of - E 19 32• MAX. FINISFED FLOOR WORKTOP DOME TOP DIA. 50% � o OF BASE DIA. 27"CLEAR ELEVATOR CAB CALL AND SIGNAL DETAILS 0'9"-I'4. REO'DAT BACK WALL BACK WALL SIDE WALL r-------I I --------- I 35' MAX. HAZARDOUS ��---- MINIMUM (TYP.) AT TICKET VEHICLE AREA (ADJACENT WALL (ADJACENT WALL I I z I I -� -_.� _ U BLACK SQUARE ALIGNMENT °°°°°°°°°°°°°°°°° RIGHT HAND SIDE) LEFT HAND SIDE) I I I COUNTER �. MAX -5' TO 6' � 5° TO 6'� OOOO°000000 Q0000 GRAB BARS AT WATER CLOSETS i i 0 ' �—:_ TO DOOR �C __� OPENER LIGHT BLACK / O BLACK 2W MIN. 0°°°O°°°°°°°°°°°° IN TOILET ROOMST°°°°°°°°°°°°°°°°° I I L-_----__-� AND °°°°°°°°°°°°°°° °000000000000 �- RELEASE BLUE WH11TE TRUNCATED DOMES I I� 48' MIN. ��� PIN PROJECTION CONK. WALK. L------ PARALLEL = MIN. j WIDTH VARIE 30" MIN. FIN. `WHITE I'TO7 MIN. FORWARD MOUNTING HEIGHT AND CLEARANCES FLOOR RECESSED OR AT LEAST AS WIDE CLEAR FOG2 TICKET AND SEf2VING COUNTERS / WORKTOPS SEMI RECESSED AS CURB RAMP FIGURE 305.5 IN WALL �6' MIN. WOMEN MEN 70% COLOR CONTRAST z 1-1/2' z 0aQ0 POSITION OF CLEAR FLOOR (braille description) (braille description) REQUIRED BETWEEN MIN. ino�~� OR GROUND SPACE FIRE EXTINGUISHERS DOMES AND CURB RAMP. GEAR m2uf o AND CABINETS - UNIVERSAL SYMBOLS I ` 12 2' DEEP X FULL WIDTH T-T TO CENTERLINE OF DISPENSER EQUIP MOUNT AT 60" A.F.F. TO CENTERLINE MAX• OF CURB RAMP IT MIN GEAR ABOVE GRAB BAR PERMITTED BUILT-IN FLOAT FINISH CONC. SLOPE PEA TRUNCATED REGULATION I-I/T MIN. CLEAR BELOW GRAB BAR IN SHADED 15' MIN FOUNTAIN OR AREA COOLER ADA / FACBC REFERENCE GUIDE a9CFR 37.z1 SIDE WALL FULL HEIGHT WALL HUNG °°°°°° °°°° 1 10 MAX. (WALL HUNG OR 1: 10 MAX, °°°°°° 0000 FOUNTAIN OR COOLER FOUNTAIN OR COOLER °°°°°° °°° 24 WATER W FULL HEIGHT) SITE WALKWAYS RAMPS AISLES ETC. IQ10%�� °°°°°° 000000 �—'1� 8OPE 0 8888888888888 TOILET PAPER DISPENSER STREAM p THESE ARE MAXIMUMS. LESS IS BETTER. ...0 o agggog 10% SLOPE OUTLET LOCATION 4' HIGH -z 5� 30" MIN 48' MIN NOT TO CHAPTER 5'-0 5'-0' MINIMUM p �� CUP 30' MIN EXCEED ABTOLET � o DISPENSER FOUNTAIN 402.2 ACCESSIBLE ROUTE MAXIMUM SLOPE 1: 20 (5%) OR IT'S A RAMPI z CLEAR CUP DISPENSERIL DEPTH 403.3 ACCESSIBLE ROUTE CROSS SLOPE MAXIMUM 1: 48 (2%) FLOOR z CLEAR CURB RAMP SLOPES 13 1/T MIN. 13 1/7 MIN SPACE (SINGLE) - z FLOOR 405.8 NO HANDRAILS REQUIRED AS LONG 8' MINJ 6' MAX (LOW) 3 SPACE - 6" RISE AS GRADE ADJACENT IS FLUSH WITH IT-O ° �- MAX. RAMP. IF NOT FLUSH, A 2" HIGH CURB 25 RFRONOACH ° d O 6 RUN MAX. (SINGLE) IS REQUIRED AT EDGE OF RAMP. 1/4' MAX. (LOW) 502.4 PARKING SPACE MAXIMUM SLOPE 1: 48 (2%) IN ALL DIRECTIONS. LOW AP�0A� 24'MA SIDE E E MOUNT SIGNS APPROACH 405.3 RAMP CROSS SLOPES MAXIMUM 1 : 48 (2%) ON LATCH SIDE OF DOOR 405.2 MAXIMUM RAMP SLOPE IS 1: 12 (8.33%) 30° MIN SIGN FIGURE 303.2 404.2.4.4 AREAS IN FRONT OF DOORS PER FIG. 25 ERS VERTICAL CHANGE IN LEVEL F WATER - 48' MIN ARE TO BE LEVEL (CAN BE 5 1: 48 TO DRAIN PROPERLY) a 2 STREAM o FIGURE 308.2.1 DOOR 17 MINIMUM t CLEAR UNOBSTRUCTED I/4� I/2" ~ �j FLOOR ° (LOW) z WAIL HUNG STALL TYPE ABOVE SPACE L 30' MIN FORWARD REACH p / I/4J OUTLET (HIGH) 14 FLUSH CONTROLS SHALL COMPLY WITH FACBC 309 m � z ACCESSIBLE URINAL � APOPRNQACH E � o _ a 20"max >20"-25"max BEVE ED CHANGE N LEVEL Z CLEAR LOW) HIGH APPROACH o_ _ m sPAo�E Z Z io SIGNS MUST BE MOUNTED ON WALLS, NOT DOORS. SPOUT HEIGHT AND _ (HIGH) x 60' MAX ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN ADVISORY 303.3 BEVELED. FRONT U' x x x ° A CHANGE IN I EVE OF 1/2 INCH (13 MW m E TACTILE CHARACTE12S TO BE LOCATED 48' AF.F. MIN m APPROACH 3 O E e s E IS PERMITTED TO BE 1/4 INCH (6.4 MM) KNEE CLEARANCE m _ m COLORS OF SIGN MUST HAVE E VERTICAL PLUS I/4 INCH (6.4 MM) BEVELED. o � VEWiNG PER 2014 FIFTH EDITION FLORIDA ACCESSIBILITY APPROACH m a CONTRAST WITH SURROUNDING AREA HOWEVER, IN NO CASE MAY THE COMBINED ~------- -- ---- CODE FOR BUILDING CONSTRUCTION n 4 SIGN MOUNTING HEIGHT CHANGE IN LEVE EXCEED I/2 INCH (13 MM). NO FEWER THAN TWO DRINKING WATER (a) (b) * (3 MM) MUST COMPLY CWITH D1405 (RAMPS) x g FOUNTAINS SHALL BE PROVIDED. STREAM O �� 10" max > t0"-24" max t0" max OR 406 (CURBS) CCNE OMPYI W11TH 6002.11 THROUGH 60Z6 AIN SHALL 4"HIGH 8� �� (a) (b) Dc - _-__.-_�-------- __. MINIMUM - ;+ a� FIGURE 308.3.2 FIGURE 308.2.2 FIGURE 308.3.1 AND ONE DRINKING FOUNTAIN SHALL ABOVE a° u)O 0 COMPLY WITH 602.7. OUTLET- OBSTRUCTED HIGH OBSTRUCTED HIGH UNOBSTRUCTED A C C S S I B I L I T Y DETAILS EXCEPTION, WHERE A SINGLE SIDE REACH FORWARD REACH SIDE REACH DRINKING FOUNTAIN COMPLIES WITH 602.1 TI4ROUGH 602.6 AND 6OZ7 IT SHALL BE PERMITTED TO BE SOME TERMS, SYMBOLS AND SPECIFICATION;, DISPENSER ACCESS DRINKING�FOINTTAINS.TWO SEPARATE DRINKING FOUNTAINS AND WATER COOLERS REACH LIMITS MAY NOT APPLY TO THIS PROJECT. aw . IPDA IL 16 L w Y - o Z CL W _ m N W ~0 to V) Q Q (na)0 N Za0 0M V) m HMN) zQpl w U O 01 a0U-) Q < _j N U (L 2 Z LLI >_mw mOZ J Q O LLI L0 W 2 co > a U) U g W u 0 N Z U Q IS Q Q r K J Q LJ V) Zly O LU T UQ U Lu z Z_ W ZW D 00, Ouj 1..� Lu 0( uj Up� O 0Oa W LL I q�t 01 — Nu H 0 LMJ O or w CL 0 E V) z 0 V) w W a 0 z © MAY '16 THESE PuxS ,wD TIE INFORMATION SHOWN HEREIN ME THE NbPERIY DF E DRR1815 SMMV NGTIROR, PA AND ROMOD)CIINIS, DO OMM OR DSE iHDTEOF N NIpIE OR N PNN OffllSElY flN- IBIm wnuDlrr rrtarlEx PtRS �On. COMM. NO:080215VB DATE: 24 MAY, 2016 BY: JNR CH'KD: PD SHEET NO. ACC OF ONE 9 I/8 5/8' 1 1/2' i 7 5/8•" 7 5/8' 3 5/8' 5/8' II/2' S/8" 5/8 15/8• GYP. BD. STUCCO 25 GA. o C FOIL _) o ( STUDS 0�0 INSULATION ocV GYP. BD. N TE: 'o O C TGAq --GYP. BD. Ir CMU WALL ' HIT FURRISTUCCO SIMILAR AT o ? CHANf� 13 1/8' WIDE �° 24' O.C. 25 6"WALLS C SIMILARORE FILL500 FOAMINSULATIO NOTE, SC: 1-I/2' - 1'-0• A SO I -VT - I'-O' B SC' 1-1/2' - 1'-0• C PROVIDE 1/8' FRP ON 5/8' DENS GLASS GYP. BD. AT KITCHENS TO 10'-O' A.F.F. OFFICEOFFICE OFFICEI OFFICE OFFICE 2 OFFICE 8 OFFICE P P OR P �STOR. P MEN 0 LOBBY I mmrpi P MECH. 9 ®❑®N ❑ ❑F ❑ J/K KITCHEN J/KI I F P � J/K J/K 1 1 J/K LJIK UP F10 ---_F�OOD R_i � � I P P p E i A/A B I I 2 3 1 4 1 5 1 6 7 NOT€ ALL STORAGE UNITS OFFICE (TYPJo CAGED DRY STORAGE PROVIDED 8 9 10 1 II 12 1 13 14 INSTALLED BY Y.P.K. A/A i I (NIC) i i I J/K J/KP fJI/KJ/K P J/K J/K KITCHEN I I © ON ❑❑F ❑ OO P M M am C' JAN. MECH. STOR. H ELEC. 00 ° NATURAL GAS ==�T= INSTAHOT UNITS OFFICE T WOMEN 20 GA. STUDS AT 24' O.C. 5/6 TYPE 'X' GYP. BD. AT GYP. BD. ONE SIDE (3-5/8• WALLS SIMILAR) (NOT A RATED WALL) SC: 1-1/2' - I'-0• D 3 5/8' 5/8 G' Ot of 3 5/8' 3 5/8-r5/8' 5/8!,�% 5/85/8" 5/8 /8 I/8 15/8' 1 1 R. BLOCK 1 ` 1 I/2' 25 GA. STEEL STUDS AT 16O.C. F.R.P. PANELS ° TO 13'-4' A.FP. O ( FOIL DENS SHIELD GYP, BD. ON 5/8' DENS 5/8" TYPE 'X' �O INSULATION TILE BACKER GLASS GYP. BD. GYP. BD. a o C CERAMIC TILE INSULATE W/ R II EA SIDE WAINSCOT FIBERGLASS AT 6 FIBERGLASS FIBERGLASS BATT DRY STOR. ROOM INSULATION Of25 GAINSULATION AT ALL AND R-19 AT KITCHEN 10URRING AHU AND RESTROOM TO LOBBY WALL U_tt419 ASSY. 10 OCHANf�- WP�s LL 6"WALLS (oNE HO1R) 00 FFORE OAAM DELETED 6WALLS SIMILAR SULATION SIMILAR — SG I-i/2' - I'-O' E SC: I-I/7 - I' O•� SC' I-I/2' - I'-0' \`'/ sc I-I/2' - I'-0' N `J 21'-4" X 16-87 X 48' NIGH MASONRY WALL W/ 2 ROWS 8X8X16 BLOCK TURNED ON SIDE TO ALLOW VENTILATION OF A/C UNITS. SEE DETAIL I/A-3— k �1,1,5/8" 7� �oI CORE FILL 500 ONE HOUR O°�o T INSULATION MASONRY DO of BLOCK STRUCK 5/8' STUCCO77 VERTICAL AND O HORIZONTAL EXTERIOR JOINTS ��a WALL MECH, ELEC, SO 1-1/2' - 1'-0' K SC: 1-1/2' - I'-O' - - 8'-0" 8'-0" 8'-0' 81-0' 81-0' 8'-0'v ILO' 2-O' M.O. AA M.O.M.O. 9 1/8' ( 10'-0' 10' 10' 101- 10' a 0 � A❑ v I � A � 0 v ❑A i I ❑A v Q L I OFFICE 3 OFFICE 4 OFFICE 6 I 9_ O � I I10 Ifl OFFICE 5 113— O OI A I 10 19 22 23 I TENANT SPACE 'B' I� Iv � • S- 3 5/8" B I I A-I.t 1,840 SF 1 HttALL � OFFICE 7 I ENLARGED PLAN 27 1 Q Q 01 q OFFICE 2 OFFICE 8 125 114 � 0 q 10 O � v �I � 109 HALL 115 � 124 E I � Q ttl C — — FUTURE — Q g'-O• °" A 17 O 124 20 SEE SWEETSWEETA-I.I RESTROOMS � WALK 1 I 125 WOMEN � I FOR ENLARGED PLAN � B L 4 119 1 I I AT RESTROOMS SLOPE C A PFOOT . � it � OFFICE I OFFICE 9 i - HI q�(ORCOLDSTORLOWNOT A YOUR PRO KITCHEN (Y.P.KJ EOUIPMENT PACKAGE FOR TCERDA TYPE EXAMPLE POWER SIZE A CONVECTION OVENS (2 STACKED) BAKERS PRIDE BCOG2 OR SIMILAR (2)115V/60/1 PHASE, 7.5 AMPS, 60,000 BTU EACH 39" W X 41-7/6 D X 64" H B RANGE IMPERIAL IR-6•G24 OR SIMILAR GAS ONLY, 278,000 BTU 60' W X 29' D X 56-I/T H C MIXER HOBART 20 OT. G•L2OO) TO 30 OT. (FL-300) OR SIMILAR 12OV, 1/2 TO 3/4 FP, 9.5 AMPS 26 W X 24' D X 49 H D REACH IN REFRIGERATCR KELVINATOR KCBM23R OR SIMILAR 115V, 8 AMPS OR LESS 29 W X 34" D X 87 H E REACH IN FREEZER KELVINATOR KC943F OR SIMILAR 115V, 10.5 AMPS 54• W X 34' D X 87 H F 3 COMPARTMENT SW SORTEC S18-32 OR SIMILAR WA 90' W X 23.75" D X 436' H G HAND SINK SORTEC HS17BC OR SIMILAR WA 17 W X 15' D H MOP SINK SORTEC FMS-252110 WA 25' W X 21' D X 10' H I STORAGE TARGET ROOM ESSENTIALS 5 TIER SI$VING WA 35.8' W X IS' D X 7714 J STAINLESS STD WORK TABLES ADVANCE TABCO ELAG304 OR SIMILAR WA 48' W X 30" D X 34" H K RETRACTABLE HANGING ELECTRICAL OUTLET 115V/60/I PHASE, 20 AMFS WA L TANaESS INSTANT HOT WATER 14EATER TOTAL OF 2 UNITS NATURAL GAS UNITS 198,000 BTU EACH M PAPE12 TOWEL HOLDE12S SAMAR LARGE CAPACITY U.TRAFOLD BLACK PEARL N SOAP DISPENSERS BOBRICK B-2111 O WATER FOLNTAIN ELKAY EZTL8LC OR SIMILAR 115V/60. 4 AMPS 36,75" W X IT D X 25.7 H P OUTIFTS FOR CLIENT COLD STORAGE 20 AMPS ALTERNATING 16" AND 40' FROM FLOOR 0 PREP SING R EXHAUST HOOD W/ FIRE SUPPRESSION BY GENERAL CONTRACTOR SHOP DRAWINGS REQUIRES 10 LONG rEQUIPMENT PLAN SCALE: 1/8" - 1'-0' 48" H. X 48" CHAIN LINK MEMO 0 MAN NNEQ I m1ml© 1 NINE �•a • ►� d-. / ►♦ © i 1 • 1bAr'0�7'77 1 •► GG CG / .r • •• I - ICENTE12 •••- CENTER ■••• O i iIN TENANT •TENANT© ■ /SPACE F • / W■ 3,969S 7 / 2 • / +I �I�•q c • 1 1--zl HOUR• PER ■ . _ !( ISTUDS AT 'C MAX. SO -• GIRDER • • u j -• 1NUGT // Qii •- • •,�CAGED O® D12Y STORAGE1 • ii • i .® j-STEELCOLUMN l ■ s - TENANT SPACE 'C' TENANT SPACE V s 0 © THIS WALL FE '- 3 5/8' r44'-4' 7-2- 13 1/8" C.O. _ CFWW CG - z 3'-O' MIN SEE CIVIL PLANS FOR LOCATION AND DESIGN OF CURB RAMPS 2 m FLOOD PLAN FACE OF CONCRETE CURB /!FD W�FFD 3 27-0 I/8" 7 5/8' ' I Z Z Z 2 'v 81-O' • 8'-O' ' m FD ❑❑- 2 I � - co A-3 FEN o o SLOPE I/8' PER - � I m I � FOOT (TYPICAL I FLOOR SLOPES) 0 C.) 3 0 � z 3 m yr 2 LANDSCAPE AREA • SEE SITE PLAN ' 3'-10' FOR LOCATIONS n co W M.O. a m a Z AREA DATA: YPK 3,969 SF SHELL 5,915 SF TOTAL 9,884 SF LEGEND NEW 3-5/8' OR 6' WALL W/ STEQ STUDS AT 16' O.C. (GAUGE PER SPECIFICATIONS). NEW MASONRY WALL M.T. METAL THRESHOLD O DOOR DESIGNATION SYMBOL, SEE CG VINYL CORNER GUARD DOOR SCHEDULE, SKEtT A-8 CONCRETE FILLED CELL W/ 1 tt6 Fj _ NEWT SSULA D VERT. AT 3T O.C. MAX. FHW FULL I EIGHT WALL WINDOW DESIGNATION SYMBOLBAT, E STEEL STl�sr STUDS AND DRYWALL FULL I -EIGHT. FD FLOOR DRAIN RWL RAIN WATER LEADER WINDOW SCHEDULE, SHEET A-8 HDR HEADER C.O. CASED OPENING M.O. MASONRY OPENING F © MAY '16 THM PLANS AND TIE NFYMWITON SHOWN HEREIN ARE THE PROPDOY OF MW OND■.4 04M M■MN PA AND RD'PONpI OK MCLOWKS M USE Y■RYOP N N■E OR N PNIf R DO#ELY Flo- HMO ■RDOf ■■YEA PE■69DN. COMM. NO:080215VB DATE: 24 MAY, 2016 BY: JNR CH'KD: PD SHEET NO. A 1 OF ELEVEN M MATCH I LINE MATCH M LINE I SUSPENDED ACOUSTIC TILE SCHEDULE MARK DESCRIPTION AND ACCEPTABLE ALTERNATE ARMSTRONG PRELUDE 15/16' PLUS XL ALUMINUM TEE USG SHEETROCK BRAND LAY -IN ACOUSTICAL CEILING GRID SYSTEM. 12' MAIN BEAMS, uAL 7200 W/ (4) CROSS PANELS, CLIMA-PLUS PERFORMANCE 2' X 2' X 1/2" PANEL TEES uXLAL 7240. ARMSTRONG ULTIMA SQUARE LAY -IN VINYL LAY -IN, =3260 WHITE, WITH USG DONN BRAND FINE TEXTURE, HEALTH -ZONE / HIGH WASHABILITY, u1935 ZXLA SUSPENSION SYSTEM, WHITE ALUMINUM CAP OVER 7X2'X3/4' TILES. NRC 0.70, CLASS -A, COLOR, WHITE, GALVANIZED STEEL. CLEAN W/ MILD DETERGENT. Al2MST12ONG FINE FISSURED TEGULAR, MEDIUM TEXTURE USG ASTRO ACOUSTICAL PANELS, 24" X 24' X 5/8" © u1719, 24'X24'X3/4% W/ SILHOUETTE 1/4' REVEAL GRID, SQUARE EDGE, =8221, USG DONN DX 15/16" GRID, NRC 0.70, CLASS -A FIRE, COLOR: WHITE. WHITE SUSPENSION SYSTEM. zu O UQ m U WZ z� �W ; �:D/� VJ ^ � Q m O� �v � n� ® Y OLL lJL W O D U a� U O � p o_ W LL TO (NO U LE1 O fi� Of O O N Z O N Ir w p � z i © MAY '16 1 ESE PUNS AND R E INFORMOM SHOWN HERBN ARE l E PMWpflFNB�S B•YQEY NSNIQ:IS, PAA MID S RFAAIXICIlaf4 q�MES y USE ifElELf M WNOfF OR N PAPf 6 DPRSRY Rio- MBIIFD NLRIOHf MItfIFN PFAYIS.VOH. REFLECTED CEILING PLAN SOUTH SIDE COMM. N0:080215VB SCALE 1/4' - 1'-0' REF. A 1.2 DATE: 24 MAY, 2016 BY: .1NR CH'KD: PD FIL SHEET N0. tar U AA2 OF ELEVEN CONTROL JOINT SCHEDULE MARK SIZE AND DESCRIPTION VINYL CORP CONTROL JOINT tt1558X W/ 5/8' GROUND OA AND REMOVABLE TAPE DO NOT FILL THROAT WITH SEALANT PRIOR TO PAINTING. VINYL CORP CHANNEL SCREED ttCS 58-150 WITH O 1-1/2' REVEAL AND REMOVABLE CAP AND 5/8' GROUND O VINYL CORP CASING BEAD =6658 W/ 5/8' GROUND VINYL CORP BANDMAKE12 SERIES CASING BEAD D tt66100 WITH I' GROUND. SEE DETAIL DEG. +II'-10' T.O. BEAM 12 2� ALUMINUM WINDOW I SHADING A-7 L 5'-8' TYR U-BLOCK HEADER ' STRUCTURAL ALUMINUM PIPE ASSEMBLY +3-8' oL SILL - - - - - - - - +2"-4• 1' T.O. PIER A 6'-O" SILL C ,./� +O'-O' OL FIN. SLAB py x,6 -'ali&1W«n'A• : _ M n=� ! vk"s '1 i itI i ,Ilan i y y l J��FOUNDATION SYSTEM WITH SPREAD FOOTINGS AND PADS T.O. FTG. L 7�, - J I�-6• PER STRUCTURAL DRAWINGS FRONT ELEVATION i SCALE, 1/4" - 1'-0' ACCENT COLOR AS SELECTED BY ARCHITECT 3/12 SLOPE 4 ' �\ M D GLASS CURTAIN WALL ASSEMBLIES ALTERNATE ttl, PROVIDE BIPV GLAZING RIGHT SIDE ELEVATION SCALE, 1/4" - 1'-0" 12'XI2" GLASS BLOCK 6" BAND �o O J FOR CONTROL JOINT PLACEMENT ON THIS WALL SEE RIGHT AND LEFT SIDE +24'-0' 7 T.O. UPPER PARAPET oL +21'-4' T.O. LOWER PARAPET _ +17'-0" T.O. BEAM _ +12'-8' B. 0. BEAM B.O. LINTEL - AT GLASS BLOCK GLASS CURTAIN'WALL SEE ROOF PLAN FOR PLACEMENT ALTERNATE all OF RAINWATER DOWN PIPING PROVIDE BIPV GLAZING (BUILDING INTEGRATED PHOTOVOLTAIC) +2.-8. SILL -�-- -- FIN. SLAB ' III �L� Fl4F ct)pv © MAY '16 THESE PUNS AND THE INFORMATION SHOWN HENEIN ARE THE PRN4RIY OF WXI DRRXS6 01a /RD, M PA AND RUROML MNS. DSIO6ORE4 OR IAF 1NFPIDF NRD HT RUNE IT N /IRf 6 ppWQStY PIM- ' BIIED NDIIOIIf FN PWR91W SHEET NO. A-2 OF ELEVEN BIKE (N.I.C.) NOTE: SLOPE TOP OF CONC. BASE 1/4' AWAY FROM VERT. PIPE EMBED TO SHE RAINWATER. +21'-4' T.O. LOWER PARAPET +IT-0' T.O. BEAM OL +11,-8" B.O. LINTEL +0'-0- FIN. SLAB 3/8" O.D. TUBING �0mm©■ ■ ■ ■■ 'I II=III a _ b - _ 3000 PSI ° CONC. BASE. 12" SQUARE REAR ELEVATION SCALE, 1/4" - 1'-0' HEAVY DUTY BICYCLE RACK MANUF. BY BELSON OUTDOORS. MODEL tt H36-II-G-IG BIKE II IN -GROUND MOUNT, GALVANIZED. PROVIDE GC-IG OPTIONAL GROUT COVERS (2 REO'D). SEAL GROUT COVER TO POST W/ GRAY NP-1 SEALANT. W W W.BELSON.COM -1 I 1-1 NOT DIPPED GALV. AFTER FABRICATION. PROVIDE GALV. THRU-BOLT ° IN PRE -DRILLED POSTS AT ° TIME OF CONIC. POUR AT EA. VERT. LEG. 12' sQUARE DETAIL AT BIKE RACK . Al Ft "A/A' . I'-n" 12FF. .SWFF_T A -I to [Y1 ACCENT COLOR AT END PANELS SELECTED BY ARCHITECT--l\ LEFT SIDE ELEVATION SCALEz 1/4' - 1'-0' 7TAIN WALL AT THIS ELEVATION) 21'-4" X 18-8" O ❑❑ ❑❑ ❑❑ ❑❑ ❑❑ I ❑❑ ❑❑ ❑❑ 1001.❑❑ CMU'S TURNED ON THEIR SIDES) DETAIL AT A/C COURT 7FAI F, 11A- . 1•-n- oF;= CLJFFT A_I 12 —�2 !�i TO PROVIDE BACKING FOR LOWER BRACKET ATTACHMENT (TYP. ON RIGHT SIDE ELEVATION WINDOWS) FILL U-BLOCK TOP COURSE W/ GROUT SLOPING FROM CENTERLINE TO SHED WATER. PROVIDE (1) tt5 HORIZONTAL AT CAP STRUCK HORIZONTAL JOINTS tt5 VERTICAL, GROUT FILLED, FOUR PER ELEVATION PLUS CORNERS. 10'X20' MONOLITHIC FOOTING W/ (2) tt5'S CONTINUOUS AND 4' SLAB REINFORCED WITH FIBERMESH +24'-O' T.O. UPPER PARAPET T.O. BEAM +7-8- B.O. DOUBLE U-BLK HEADER +3'-8' SILL +7-4' T.O. PIER TOL +0.-0- FIN. SLAB w Y a o Z � W _ m N Q ~ 0 V) t0 V) Cl O N 04 m Z to o a I--Q t —0 1 W U o O-rn �0Lo < < U Mw� J N CL Ld Ld Z J x Q �m La �OZ Q�0 lA W 2 W (D > a (n N H U W Q U 0 co co Q Q J a w V) °C z WO UQ Y U Wz z(f) S U) (f) LLl Z ' nD V / Q L0 Qmm W Orn of m Qtoy Q u' 1__IL W 00 lLi Deo9 W u— P�uoLLI 0 x C_ 0 u- z z J Y U w x h Z O m ❑ Q V) W � J � W F a o :a _ 6 Z - © MAY '16 TIESE PI S MD THE M6DFW SHOW NEMN ARE THE PApESN m OWO o9Dial9 BNaaY ML1Nm PA w wmmwnorA D6GAS N USE 7 E[F N *W OR N WRf IS ORMY PRD- MBIFD NINWf MND1 POYO1011. COMM. NO:080215VB DATE: 24 MAY, 2016 BY: -w CH'KD: PD SHEET NO. A-3 OF ELEVEN i I I I 1 II I� I II I B II II I I II II STANDING SEAM A-9 METAL ROOFING II II II II I II I� II II SYSTEM II 12' BLOCK FRAME PARAPET WALL r I I I IOOL ONE WAY RC T.O. UPPER I i' iiO ii O iII MOISTURE VE I PARAPET MASONRY 5'11ABOVE 72 PARAPET 12" BLOCK 4 SLOPING \ 8-I/2' OVE WALL A-4 MET DECK 1 DIA.; i I 1 I I I /j I +24•_0• I I I I I I I 1 I I I I i ( I 3 1 T.O. UPPER RIDGE I I I I I RIDGE I I PARAPET LINE i FAQ I r I 3 I -� i Z DIA. i F I 'Ea NOTE: '8 1 I I I I I I I I I III I I I II II I I II I I I I I O — PIPE SIZES ARE TYPICAL FOR ALL 3 i O I I I I I I I I I i i ROOF DRAINS I W i I I Qi I I I I I b N � I C1J � �� I O I I I 1 I I (A I I I I I I I I I I I � N I 1 m�I"" "" i i I LINE OF GI12DEJ2 BELOW I i 0° Y --- _ -� i I 4" DIA. ITL jl I I I I : I I I DIA. O° i li RIDGE i i LINE I I 5 I 1 I II.. I II I FA i i O l i i i i i +21'-4' A-4 i i i i i i iT T.O. LOWER I I I i I 4 1 I I I I I I I I I I I I I I I I I I PARAPET I TYPICAL SUMP I I I I 1 I I I SLOPE PIT IS 5'-O" LONG O �—� X 3'-6" WIDE 'ENv i i' I i I i I i I I 1/4" PER FT. DRAIN UNIT IS I 4' 36'L X 18"W. 2 DIA. I O ` I Qo I DIA. 1 A-4 \ 5 " DIA. �DN. i/ OV. DN.0 OV. LIN. OV. D OV. DN. OV. 9 -2' 7'-0" II'-O" T-0' 19 -4' 10'-4" 1 ' 7'-0' 1 II'-0' T-O' 100'-O•' 1 INLET TO ACCEPT 5" DIA. SCH. 40 PVC PIPE----/ DO NOT PLACE CLEANOUT BELOW FINISH CONIC. DECK ELEVATION COLORWHITE POWDERCOAT FINISH CONIC. DECK ELEVATION. OUTLET TO ACCEPT 5' DIA. SCH. 40 / PVC PIPE _e OF NI NALL ;PARAPET VERTICAL CURB BY BILCO HATCH (2) P.T. 2X4'S 1/2' DIA. TH12U BOLTS BOLTS COUNTERSUNK AT 16' O.C. lI-1-1elmlmf\ 11 L3X3XI/4" ANGLE WELDED TO DECK DOUBLE P.T. 2X6 OR 2X8 WITH 1/2" PLYWOOD SPACER CONC. U-BLOCK FILLED WITH CONC. AND 1 #5 BAR CONT. — TENANT SPACE 30" X 30" BILCO OR EQUAL ROOF HATCH WITH OSHA APPROVED FOLD -OUT GUARDRAILS EXTEND SINGLE PLY MEMBRANE UP CURB ONE LAYER 5/8" TYPE X" GYP. BD. EA SIDE OF 8' 20 GA. STEEL • STUDS AT 16' ULu U2079 ONE HOUR WALL ASSY. TO UNDERSIDE OF DECK _ ABOVE SLAB INTERIOR BLOCK WALLS. FLUSH JOINTS W/ BLOCK FILLER AND ACRYLIC LATEX PAINT, SEMI -GLOSS. _ 4 A-6 EI_EG ROOM --ONE HOUR BLOCK WALL STEEL LADDER +IT-O" T.O. BEAM DETAIL SCALE- 3/4' . I'-O' REF. THIS SHEET A-4 PRE -PUNCHED STAINLESS STEEL FLANGE W/ WELDED 1N PIPES SUMP PIT IS 5' L X 3'-6' W UNIT IS 36" L X 18' IN 1'-0 5/64" O" 5-1/2' ABOVE TRAINER SECUREMENT PRIMARY OR OVERFLOW 8-1/2 TO 9' ABOVE ACKETS (S.S.> DRAIN 2' DIA. S.S. ALUM, DRAIN DRAIN ROOF DECK WILL BE MAX HGT. OF CELOORE ROOF DECK YACKE STRAINER GUNNA13LE FTR tt101 ASSY. SEALANT BY FIBE12TITE FTR NON -REINFORCE OR APF ROVED EQUAL MEMBR NE FLASHING AT SUMPS SLO LOPE 1-1/7 IN 1'-0' CLAMPING AT SUMPS RING SLOB N 1'-0" d 4 a d Q " a ° d a ° ^ a. Cn h d 0 d d a co Y/ 'a.. d O a EXTEND NON -REINFORCED a 4 4 ° T7 MEMBRANE FLASHING MIN. I/2" BEYOND CLAMPING RING CELCOR'E ON EPS BOARD (\ DOUBLE P.T. 2X6 CURB ATTACHED A LAI U r#AjNj�I V TO STEEL DECK WITH CLIP ANGLE A-6 SCALEt 1/8" = 1'-0' TO SUPPORT DRAIN ASSY — APPROXIMATE FLAT ROOF AREA . 3,438 S.F. APPROXIMATE SLOPING ROOF AREA - 6,7465 S.F. -PIPE PENETRATION TR s3101 SEALANT 0 [O---ALL STAINLESS STEEL WORM GEAR CLAMP 12" MIN. FTR #201 OR #190 ADHESIVE ROOF PLAN NOTES; ON -REINFORCED FTR FIELD IJ DN. DESIGNATES A 5' DIA. SCHEDULE 40 PVC DRAIN LINE PENETRATION ATI FORMED FLASHING MEMBRANE EXTERIOR WALL AND CARRYING DOWN TO SL BG12ADE COLLECTION PIPE. HOT AIR WELD ROUTE TO ABOVE GROUND CISTERNS AND RAINWATER HARVESTING SYSTEM 8' MIN. ; AS ADDITIVE ALTERNATE IN BID DOCUMENTS. 2.) OV. DESIGNATES A 5" DIA. SCHEDULE 40 PVC OVERFLOW LINE PENETRATION AT EXTERIOR WALL WITH A 90 DEGREE TURNED DOWN ELBOW TERMINATION € HOT AIR WELD I : FTR-FB 80 MIL : I MEMBRANE "j] ETA I L (AT PLUMBING VENT) 5 SCALEt NTS REF. THIS SHEET A-4 4" DIA. TYP. AT ALL DRAINS UNITS DETA I L Cf Al Gq 'A" . 1'-('�" r_n' RAIN CAP ONE WAY VALVE (ON VENT ONLY) - 300 PSI CB-LCO12E OVER INSI LPERM INSULATION BD.� I 1 LOOSE FILL FIBERGLASS INSULATION I� VOID CUT INT CONCRETE DECK 7' SEE SHEET A-3, A-4 FOR PIPING SIZES NOTE - FLEXIBLE BELLOWS ROOFING MEMBRANE COVERS ALUM. AND CLAMPS DRAIN PLATE FIXED TO PT. 2X6 CURB STANDARD PLUMBING ACCESSORY IN 4" DIAMETERS [SUPPLIED BY PLUMBING CONT12ACT0121 0.50 SPUN ALUM. FLANGE DD 0 O O 0 INSULATING INSERT i � FLASHING MEMBRANE {p MEMBRANE ROOFING II DETAIL 771 F� -" , Fn" PFF R,WFFT A -A ALUMI-VENT / ALUMI-BREATHER AS MANUFACTURED BY PORTALS PLUS OR APPROVED EQUAL. SEE SPECS FOR VENDOR INFO. iRILE 4 COP, 1 -4) 11 • - • 1/ • . , . . LLI .. 0 Li . • . • IL �nlllllll I���nlllllll II .�n01111111111111111011. � IIIIIIIIII�jIi�III�II�II�I • III ry z U �m U V J U..W D Q� �l m O C ® ® uj O �O U Q�W 0 ® �=Oa W f_ T 0 N U W i O CIL. Ll © MAY 'I6 THESE PUNS AND THE INFORMRTION SHOWN HEREIN ME THE PRDPFRIY V E W � WN NiMIXIS, PA AND RFPRWUCnDNS, NSCLOSNRFS M USE THDUDF N W OR N P IS pNR y PNN HRAIO) WrTgUf WRRIFN PERMISSION. COMM. NO:080215VB DATE: 24 MAY, 2016 BY: JNR CH'KD: PD SHEET NO. A-4 OF ELEVEN 6-0" AT MAXIMUM OVERHANG OF Al2TICLJLATED ROOF EDGE 12 HILTI CP672 SPEED SPRAY TOP OF WALL FIRESTOPPING PEP! UL 2079 AND ASTM F-84 TESTING 21 MINERAL WOOL PACKING W/ CP672 AT ONE HOUR 0 0 0 3 LL a O +II'-10-1/2' 0 T.O. BEAM Lp Iwo MANUFACTURED DRIP AND CLEAT ASSY. ON P.T. 2X6 SUB FASCIA MOUNTED TO CONT. C CONTINUOUS CLEAT - �j 9/I DR HC WELDED END CAP OR INFII END VIEW OF FLANGE CONNECTOR ON PIPE SO HALF SCALE ..". g a' METAL JOIST • 1 1 . SEAT I I d a, - a I/4" ALUM, BRACKET ASSY. a' a l o u 3' DIA 6061-T6, SCH. 40 ALUM. PIPE, 3-I/2" O,D. X 3.068" I.D. O X ,216 WALL +9•-6• _ LINE 'B"� S.A.T. 0 1 0(-) ��)°O —iIT On 1 1/4" 5/8" a. LINE 'A" CONCEALED FASTENER IT W. V-GROOVED 24 GA. GALV. METAL °' SOFFIT, ON 7/8" GALV. HAT CHANNELS I a • • AT 16 O.C. ON BOTTOM JOIST ANGLE SOFFIT IS NO*VENTED, KYNA12 COLOR. INSTALL W/ NO REVEAL BETWEEN PANELS r THICKNESS r� x a y v e -� .� .: 20 GA. ,.TEFL STUDS AT 24" O C 15/8" - 1 WRAPPING STr_EL .JOIST. ---- - — i Y .:: ..:.. .,. .., T.O. BEAM Q Q PER ULtt U-419 AT ONE HOUR �Z71-- -� - - P.T. IX BACK DETAIL AT E EVE crAl F: W/7 . I'-(1• DFF SOFFT A-2 R LINE 'A' �,-- LINE 'q" LINE •g• LINE "B'� �LINE 'A° I 2 3/4' 2 3/4" 2 3/4" — PIPE COLUMNS AS \ CALLED OUT ABOVE \ / \ 4" _ TYP. N N cn BASE PLATE CONNECTOR ® 0 0 FABRICATED FROM iv iv 0 1/2" ALUMINUM I/2' I/2' +2'-4• N T.O. CONC. PIER 1/7 DIA. ST. STEEL ALL THREAD EPDXY SET INTO CONCRETE PIERS W/ MIN. NOTE: 6" EMBED. TOTAL OF (4) ALL EXTERIOR STAINLESS PER PIER CONNECTING HARDWARE SHALL BE TYPE 316 � SEE STRUCTURALS FOR CONCRETE PIER REINFORCEMENT 2• � -8. 2" CIA SIDE VIEW DTA I L +0'-0" FIN. FL. SLAB I A-7 +7'-8' — B.O. LINTEL : :rn' I- lnnl II- ..TED DECK F� JOIST EXTENSION p W Of STEEL BACKING ANGLE O ®� 0 O D BOND BREAKER TAPE a BETWEEN STEEL AND O �U) ALUMINUM F X� W� I I I/8" X 1-1/2" PERIMETER ALUMINUM ALUMINUM CONNECTOR 1/2" FLANGE —� BOLT LINE 'A" DETAIL C771 c, 1-179• . 1'-n" 1 0 0 +12,-© T.O. BEAM ELECTRICAL ROOM 00 � O COREFILL 500 FOAM INSULATION On TAIL cnoi F: 1-1/7 - I,-n; GYP. BOARD PER FINISH SCHEDULE OVER 3-5/8' STEEL STUDS AT 16' O.C. 3-1/2" SOUND BATTS WHEN CALLED OUT ON PLANS METAL 12LJNNER CHANNEL - METAL C-STUD CAP-� PROVIDE 2X4 (HEMFIR OR PINE) JACK STUD AT JAMBS UTILIZE WOOD STUD ANCHORS AT TYR FRAMES (SLIP IN OR WELDED) DETAIL gr'..Al F: a" = I'-n" 6' 20 GA. STEEL STUDS AT 24" O.C. W/ ONE LAYER OF 5/8' TYPE "X' GYP. BD. PER SIDE UL ASSY. ttU-419 AT ONE HOUR PROVIDE FIBERGLASS SOUND BATTS FOR FULL HEIGHT OF WALL BASE AT VACANT TENANT SIDE AT FIRE PARTITION HEAD AT UNDERSIDE OF DECK PER DETAIL 4/A-5 ABOVE 6' 20 GA. STEEL STUDS AT 24" O.C. W/ ONE LAYER 5/8" TYPE 'X' GYP. BD. PER SIDE PER L L ASSY. ttU-419 AT ONE HOUR BOND BEAM W/ (1) tt5 BAR, GROUT FILLED MECHANICAL ROOM — TWO COATS-ATEX BLOCK FILLER AND ONE: COAT FINISH PAINT AT EACH SIDE OF CONC. BLOCK WALL —CEMEX / RINGER TYPE T-10 OR T-11 C.M.U. B'X&X16' W/ GALV. LADDE12 TYPE REINFORCING AT EVERY OTHER COURSE FOR TWO HOLJR WALL ASSEMBLY. LJL DESIGN ttU-906 BEARING WALL. ONE HOUR REQUIRED W/ FIRE SPRINKLERS AT MECH. / ELEC. ROOM WALL 5 --- C.STUD CAP --f METAL HEAD JACK STUD JAMB - , w w Q �� N CA 0 cn U eO N04 W M N) N a w Cc)Z®I I— d' Z U O w W o UZ) D 0� Q a a N _j�`^ N ® F J L) v Z U rDO Lu WOZ J a InwZ: W (D>d La V) LV z W0 m D V/ LLJ� pig Z; z -I V / Lij �. D ppryry WJ U� � 00, �m 0 IL ou' l/'1) V' 0L C) 0 I-® spa �F Uoo �rL r O w --3 O x D- O 1i In z 0 DOUBLE 2X4'5 AT HEAD WITH 1/2" PLYWOOD SPACER a 0 JACK STUD p BEYOND z NOTE: ADJUSTABLE FRAMES MAY BE APPROPRIATE FOR -\ OLDER EXISTING \ DOOR/WALL ASSEMBLIES. - AMWELD OR EQUAL 16 GA STEEL FRAME. SEE DOOR SCHEDULE COMM. NO: 080215VB DATE: 24 MAY, 2016 1-3/4" S.C. WOOD DOOR OR BY: JNR INSUL. STEEL, AS SCHEDULED CH'KD: PD -- Fit �,�, SHEET N0� 6 COP A 5 OF ELEVEN 8' VINYL 3/4" GROUND 20 GA. TOP RUNNER STUDS CASING BEAD W/ ROD AND TRACK CONTINUOUS -f 4' SEALANT IN I/4" THROAT W/ MINIMUM 6" LAPS TUB SNAP-LOK COPING SYSTEM IN ALUM. COL. ENGINEERED TO MEET BUILDING CODE FLASHING "B" P.T. 2X6 d WIND UPLIFT REQUIREMENTS BACKING —8" STRUCTU 2AL PARAPET ASSEMBLY FLASHING "A'�\ X < W/ 16 GA. STUDS AT 16' O.C. APPLY STUD O BOTH F CES OF STUB' COLUMNS SCALE, 3" - 1'-0" STANDING SEAM METAL 2 ROOFING PER SPECS--. 12 T I t I 5/8' DENS CLASS GOLD W/ SELF FURRING a GALV. LATH AND 3/4" STUCCO AT BOTH FACES AND PROVIDE VINYL CONTROL JOINTS ON FRONT AND BACK FAI OF PARAPET PEMl R BUILDING ELEVATIONS 4"X4"XI/4' StUB COLUMNS, WELDED TO GIRDER BELOW AT TOP AND BOTTOM CHORDS j 1 ? FRY SPRIN�OK TYPE ST FLASHING. SEE DETAIL 5/A-6. toP.T. 5/8' X HIGH P.T. PLYWOOD BACKING OPTIONS PER DETAIL 5/A-6 SLOPE 1/4" PER FOOT a ° STEEL ANGLE a ° a a 3-I/2' PER STRUCTURALS ° a 4 MIN. ,r`` s ° ;"� ,; . P+E '' • ; :i ,%..•�� SLAB -J \\/".� k.i� -. `Y�F /�` {/0.h •'.. t'XL' �.. fY� t•'�Y �pY.:'\f "y �`.. `... ..l..,d 4.......tl.......i�, d •.,•.\f '`:,_ ..4 �.�..h.... ..� K,.µ, f,�.x n x ��u.��' l ���5::. SPRAYED INSULATION STEEL GIRDER ANGLES AND WELDS OF STUB COLUMN ASSY. PER STRUCTURAL 5/8' GYP. BD. ON 7/8" FURRING CHANNEL b +12'-10' S.A.T. DETAIL METAL ROOFING ON SPECIFIED MEMBRANES ON 5/8" EXT. PLY. ON CORRUGATED GALVANIZED METAL DECKING 6'-O' 12 2j- OVERHANG_ STSp' T 60 V "' S.�g.lO1 -10 1/2" — ). BEAM / Q I / t 1\ � \ 1 +T- A-5 I I B.O.. LINTEL I I I L A-7 I I A 5 GA. CORNER CLIPS I STUB COLUMNS +24'-0" / \ T.O. UPP 2 I PAR I I I I 4A-9 �� ( I I I IRDER I I SPRAYED I I FOAM INSULATION TYPICAL OFFICE PARTITION, 3-5/8' 25 GA. STUDS AT 16' O.C. W/ 5/8' GYP. BD., PAINT AHU OL HEADER;! 1/2" WC v � m D 0 U-BLOCK CAP REINFORCED W1 (1) u5 HORIZONTAL AND 3,000 PSI CONC, FILLED 5/8" STUCCO. PROVIDE VINYL CONTROL JOINTS AT SPACINGS TO MATCH EXTERIOR ELEVATIONS--� I � 0 C ALUMINUM = Q DER SPECS SS FOR a AND NUT CS 58-150 CHANNEL SCREED. SEE SCHEDULE SHEET A-2 5/8" STUCCO ---� m POURED END WALL P.T. 2XIO SECURED TO PER STRUCTURALS Q U-BLOCK CAP W/ 1/2"X6' J-ANCHORS AT 36" O.C. a 5/8' STUCCO 66100 W/ I" GROUND tt5'S VERTICAL IN <1 FILLED CELLS PER STRUCTURALS o Q (o47 Q Ll 3/4' STUCCO 157 2 I" STUCCO A-6 END WALL DETAIL I/2"X4' EXP. BOLTS AT SOLID FILLED CELLS AT MASONRY WALL INSULATION - 3/4' SOLID ROUND BAR AT 10" O.C. VERTICALLY AND 20' WIDE-, 2-1/4' X 3' VI X 8' X 1/4" STL. WALL BRACKETS AT +/- 36' O.C. VERT. 3/8' X I' GALV. THRU-BOLTS W/ LOCKWASHERS NOTE, 2-3/4' X I/4" STL. PRIME ALL FACES W/ TWO VERTICAL SIDES 1/2" X 2-1/2" EXP. BOLTS COATS RED OXIDE PRIMER. AT BASE PLATE FINISH W/ ONE COAT OIL CONIC. SLAB BASE ENAMEL. 14-1 STEEL 2-3/4 X3/8" DETAIL gr'AI F: 'A" = I'-f1" DFF gWFFT A -A STUDS 5/8' DENS GLASS GOLD 3/4' STUCCO ON SELF FURRING GALV. LATH NEW 5/8' STUCCO ON PARAPET \ L �----VINYL J BE.AD 3/4' DENS GLASS OR 5/8' P.T. PLYWOOD SEALANT W/ BACKER ID OR P.T. IX8 SECURED TO MASONRY WALL 16' O.C. FRY TYPE ST SPRING LO K TAPCONS AT W/ (2) ROWS FLASHING SYSTEM W/ I WINDLOCK CLIPS AT 30' CONIC, BLOCK AND LAPS MIN. PARAPET WALL SINGLE PLY FLASHING zo SINGLE PLY ROOFING EPERIMETER STRIP I' FIBE2 CANT (OPTIONAU �—j. r . DETAIL CnAI =, A" = I'-n" DFF TIJIR RLJFFT "--- / \ A-6 +21'-4' 1 } T.O. PARAPET 3-1/2" 500 PSI CELLCORE 3 ROOF SLOPES CONIC. ON CORRUGATED 1/4"SLOPE 1/4' —POCKET STEEL JOISTS METAL DECKING 1/4" PER FOOT I PpINTO TIE BEAM 2 FOOT P_4 '� $ / TO ROOF DRAINS / \ A-6 \ T O BEAM „.. _ ST�L JOISTS AT 60' O.C. .. � T.O. STEE..IOISTS AT 60' O.C. m +12-10' OI +I ' F.R.P. S.A.T. +II'-O' 25 GA. STEEL SPRAYED FOAM INSULATION S.A.T. AT 2a O.C. AT +Iz-10" DRY STORAGE ANT /8' GYP S.A.T. ROOM +7-6' a OL S.A.T. -- 6 20 GA. STEEL STUDS AT 16' O.C. 5/8' GYP. BD. / PAINT LOBBY 1/8' F.R.P. STEEL COLUMN BEYOND .—FULL ,-EIGHT WALL W/ 5/8' GYP. BD. ON 20 GA. STEEL STUDS AT 16" O.C. R-II BATT INSULATION --- -1 EXHAUST HOOD KITCHEN AREA FULL HEIGHT WALL W/ 5/8" GYP. BD. ON 20 GA. 3-5/8" STUDS AT AT 16' O.C. W/ I2-II BATT INSULATION 19'-5" 2'-6' 4'-0" 2'-6. --------- EXHAUST HOOD KITCHEN AREA Q i0 AISLE STORAGE BINS BY OWNER 8'-II 3/4" STEEL COLUMN O BEYOND CO 3 5/8" 19'-5" 3 5/8" —4" EPDXY ® III BASE 3 A-7 IL TI 0A rA ALE, 1/4" = 1'-0' REF, SHEET A -I, A-3 A-6 5/8' GYP. BD,-` THRU WALL 5" DIA. SCHED. 40 PVC +10,-0' DOWNSPOUTS W/ STAINLESS STEEL S.A.T. WALL BRACKETS AT 5'-0" O.C. SERVICE 4 0' Z +7-4' W B.O. LINTEL / 4 Q owt IL B_ o 0 zo_ 6 20 GA. STEEL. Oa - STUDS AT 16 O.C. N 0 5/8' GYP. BD. / PAINT N 4" EPDXY BASE zou Lij T UQM W U Wz Z� (f) LLJ Z V J UM�) a0 Q Q W Dt m ^� Q 0 u- �[ O Df U Q~W U O WOa u— Urn0 U F T _ U W w O O-. L� © MAY 'I6 THESE PIAMS AND THE INFORMATION SHOWN HEREIN ME THE PR:WFRIY Q ET m DNRNSAR RMDEY M HTm7% PA AND RE MINXDDES. D6CLOSURES M USE TFRF➢F IN MTMIE DR N W IS E I P�- HIRIIED NTIIDUI WRRIEN PEIN.0.610N. COMM. NO:O80215VB _ +01 DATE: 24 MAY, 2016 FIN. SLAB BY: JNR -SUB GRADE COLLECTION CH'KD: PD TO RAINWATER TANKS. SEE CIVIL ENG. DRAWINGS SHEET NO. I p A­6 OF ELEVEN 1 TACK WELD ANGLES TO FRAME AND TUBE PRIOR TO POWDERCOATING ASSY. NOTE: ENTIRE ASSEMBLY, LESS 2'X2'XY4' CONTINUOUS ALUM. ANGLE Y4" X 3" X 2" LLV CONTINUOUS ALUMINUM ANGLE SECURED TO MASONRY WALL WITH 3/e X 6' ST. STL, EXP. ANCHORS AT 12" O.C. TYPE 316 STAINLESS STEEL BOLTS SHALL BE POWDERCOATED 2"X2'XIa ALUM. ANGLES R 31 p.�O.5 F0 A T Y2" ST. STEEL THRU-BOLTS AT 12' O/C. I%'2" X LV2" X Y4" INTERMEDIATE TUBE MEMBERS TO S.O. LINTEL SUPPORT 2X4 ANGLES. SEE ELEVATIONS OF BUILDING FOR LOCATIONS HOLD THIS BRACKET DOUBLE U-BLOCK HEADER FLUSH WITH OUTSIDE AT WINDOWS TO RECEIVE SUN FACE OF 2X5 FRAME CONTROL LOUVERS. THIS PROVIDES / SOLID MASONRY FOR EXPANSION y2^ LT NCHOR INSTALLATION \ - ST. STEEL THRU WITH ST. STEEL FENDER WASHERS EACH SIDE 2'X2'XY, ALUM.TUBE WALL BRACE I I a � f TYPICAL Y4" MATERIAL (ALUM.) O I a BRACKET MOUNT ° (1) u5- Y2' ST. STEEL THRU BOLT WITH ST. STEEL FENDER a WASHERS EACH SIDE 5/8' STUCCO --------------------- SILL BEYOND OPENING ROD AND SEALANT AT EXTERIOR PERIMETER SECURE TO MASONRY WALL LINTEL WITH STAINLESS STEEL (2) 1/4" X T REDHEAD EXPANSION ANCHORS PROVIDE POURED CONC. SILL WHERE LOUVER BRACKET IS TO BE ATTACI4ED BEYOND NORMAL WIDTH OF WINDOW SILL PER BUILDING ELEVATIONS DETAIL AT FIXED SUN CONTROL LOUVERS crAl c, a• . r_n^ PFF gWFFTR A-2. A-3 5/8' DENS GLASS ON 1-1/2" 25 GA. FURRING CHANNELS AT 24" O.C. 1/8' WHITE F.R.P. ON DENS GLASS SCHLUTER - RONDEC - DBAE, DB 14AE WALL SKIRTING IN SATIN ANODIZED ALUM. SINGLE PLY EPDXY FLOOR W/ INTEGRAL COVE BASE MASONRY CONDITION F.R.P. PANELS 3-5/8' OR 6" STEEL STUDS AT 16" O.C. 5/8" DENS GLASS GYP. SCHLUTER - RONDEC TRIM AS SPECIFIED ABOVE FRAME CONDITION DETAIL SCALE 3' - I'-O' REF. SHEETS 7-6, A-9 A-7 5/8' STUCCO POLYURETHANE SEALANT LOCALLY ED FABRICATED .060' X 4' ALUMINUM DRIP BAR AT HEAD---� 11 POLYURETHANE SEALANT - LINE OF 5/8" WALL FIELD STUCCO BEYOND - r a a HEAD / JAMB a ®d a P.T. 2X4 AT HEAD, JAMB AND SILL a a a a a a DETAIL Qr'AI Fs 4' - 1'-n" IMPACT RATED FIXED STOREFRONT ASSY. PER WINDOW SCHEDULE `� PRECAST CONC. LINTEL +T-4" 5/8" STUCCO SECURE PERIMETER FRAME TO PT. 2X6 WITH #8XI-1/2" FLAT HEAD GALVANIZED SCREWS AT 16' O.C. ALL SCREWS TO BE SECURED THROUGH ALL SHIMS. PER NOA NO. 04-0301.01— +8 B.O. LINTEL LATH AT FACE ROD AND SEALANT AT HEAD AND JAMBS - PRIEMERE SERIES IMPACT RATED 12"XI2"X4" GLASS BLOCK ASSEMBLY AS MANUFACTURED BY PITTSBURGH-CORNING IN 'DECORA' PATTERN - INSTALL GLASS BLOCK WITH MORTAR I SYSTEM' PANELS LESS THAN 25 S.F. 1/4' EXPOSED - MORTAR JOINT - 0'LY OU 0 �. )� O�, GLASS BLOCK IN 7I5/8" OPENING 3/8" FOAM ROD AND POLYURETHANE SEALANT +4'-6• T.O. SILL ILL a LATH AT FACE c° � U IL 4 T B.O. LINTEL GALV. STEEL DOOR FRAME W/ 4" HEAD INSULATED 1-3/4" GALV. STEEL DOOR CAVITY CAP DETAIL C(`AI F: 4^ - I'—n" U oO IOU 0 A,'O-O 5/8' GYP. BD. PRECAST CONC. LINTEL P.T. 2X6 PERIMETER JAMB SECURED TO MASONRY WITH 1/4"X3' TAPCONS AT 12'O.C, AT JAMBS AND 15" O.C. AT HEAD AND SILL. START FASTENERS AT 6" MAX. FROM CORNERS OF HEAD, JAMB AND SILL. ALL FASTENERS CENTERED IN P.T. 2X6 P.T. 2X4 114' PERIMETER SHIM PERIMETER CHANNEL AND EXPANSION STRIP AT ALL JAMBS AND SILLS AS SUPPLIED BY GLASS BLOCK MANUFACTURER MORTAR SET SYSTEM a cn 4 v X X v m PERIMETER CHANNEL11 BY GLASS BLOCK MANUFACTURER ALUMINUM ESP WHITE PAN FLASHING WITH WELDED INTERIOR CORNERS MARBLE STOOL SET IN MUD m �— P.T. 2X4 4 P.T. 2X6 NEW FORMED AND POURED SLOPING CONCRETE SILL W/ (1) u5 HORIZONTAL FOIL INSULATION AT GLASS BLOCK DETAIL cr.Al F: A/A, - r-n" PFF_ RN _ET A-1 20 GA. STUDS ,T 24" O.C. /8' GYP. BD. CLG. WIND LOAD RESISTANCE - MORTAR SYSTEM (BASED ON STANDARD NOMINAL 4" THICK PREMIERE SERIES GLASS BLOCK. INSTALLED WITH MORTAR. BASED ON 2.7 SAFETY FACTOR 160 U- O u 0 120 D a Q 80 0 z Z_ 40 X a Or 0 20 40 60 80 100 120 140 160 180 200 220 240 260 AREA OF PANEL IN SO. FT. (AS PROVIDED BY PITTSBURGH-CORNING CORPORATION) R-VALUE CALCULATIONS (WALLS AND ROOF) WALLS AT 8" MASONRY WALLS OUTSIDE AIR FILM 0.68 5/8" STUCCO 0.10 8' BLOCK W/ COREFILL 500 11.1.0 VP PLUS FI-FOIL IN 1 1/2^ FURRING 7.0 5/8" GYP. BOARD 0.56 INSIDE AIR FILM 0.17 R(T) = 19.61 AT 12' MASONRY WALLS OUTSIDE AIR FILM 0.68 5/8' STUCCO 0.10 8' BLOCK W/ COREFILL 500 16.70 VP PLUS FI-FOIL IN 1 1/2" FURRING 7.0 5/8" GYP. BOARD 0.56 INSIDE AIR FILM 0.17 R(T) - 25.21 ROOF AT SLOPING ROOF OUTSIDE AIR FILM 0.68 5/8' EXT. PLYWOOD 0.78 5" ICYNENE 30.0 5/8' GYP. BOARD OR S.A.T. 0.56 INSIDE AIR FILM 0.17 R(T) - 32.19 AT FLAT ROOF OUTSIDE AIR FILM 0.68 5" CELLCORE INSULATED CONC. 11.0 4" ICYNENE 27.0 INSIDE AIR FILM 0.17 R(T) - 38.85 fn z 0 rn W Ee w a 0 0 z © MAY '16 THESE PUNS AND R E INP~R M SHORN HEREIN ME ME PRONIDY % wm oNlRays aRw IAlmm PA MD RFPRODX 0K% D6d9SN6 DR ME THEW N N01E DR N PNR 0 0WRE lY PNF XBNED NRODf Na1fEN Pam. SHEET NO. A-7 OF ELEVEN O DOOR SCHEDULE MARK SIZE DESCRIPTION JAMB DETAIL / ELEV. REMARKS 3'-O" W. X 7'-6' N. TEMP. GLASS STOREFRONT DOOR ACCESS CONTROL PAD IR, IL X 1/3/4' W/ SIDELITE AND TRANSOM ALUMINUM 3/A-8 �E W/ SOLENOID LATCH AT IR ONLY 3'-6' W. X 7'-O' H. 18 GA. GALV. STEEL DOOR 4" HEAD FRAME, ACCESS 2 X 1/3/4' AND FRAME, INSULATED 18 GA. O CONTROL PAD LATCH W/ SOLENOID 3 4' HEAD FRAME, ENTRANCE LOCKSET, CLOSER 4 3'-0" W. X 7-0' H. 4" HEAD FRAME, 5 X 1/3/4' A STOREROOM LOCKSET 6 3'-4" W. X 6-8' H. S.C. WOOD, FLUSH FACED 18 GA, STEEL 6/A-5 C STOREROOM X 1/3/4" LUAN OR BIRCH LOCKSET 7 6/A-5 8 3'-0" W. X 6'-8' H. 6/A-5 CLOSER AND LATCH, X 1/3/4" ENTRANCE LOCKSET 9 6/A-5 10 6/A-5 11 6/A-5 45 MINUTE S.C. WOOD, DEADBOLT LOCKSET 12 FLUSH 6/A-5 CONTROLLED FROM Y.P.K. SIDE, CLOSER 13 S.C. WOOD, FLUSH FACED STOREROOM LUAN OR BIRCH LOCKSET LOCKSET S.C. WOOD, FLUSH FACED LUAN ENTRANCE LOCKSET 14 OR BIRCH, HALF LITE VISION 6/A-5 DO 1/4" TEMPERED OR SAFETY LAMINATE GLASS 15 S.C. WOOD, FLUSH FACED 6/A-5 C STOREROOM LUAN OR BIRCH LOCKSET 16 THRU 24 6/A-5 25,26 6/A-5 PRIVACY SET, NO CLOSER 27 6/A-5 ❑ WINDOW SCHEDULE MARK SIZE MANUFACTURER TYPE DETAILS SILL REMARKS PGT, KAWNEER OR EQUAL FIXED A 48" X 48" W/ APPLIED MULLION STRIPS IMPACT I/A-7 MARBLE MINIMUM SHGC .55 KAWNEER 1600 IMPACT CURTAIN WALL I/A-9 B 15'-0' W X 10'-0' H SYSTEM 2 CURTAIN WALL ASSY, FIXED 2/A-9 MINIMUM SHGC .45 INSULATED GLAZING IMPACT 3/A-9 PPG IMPACT RATED C 48' X 48" II 3/4' X If 3/4' X 3 7/8" FIXED 2/A-7 "DECORA' PATTERN (ACTUAL) GLASS BLOCK KAWNEER 1600 IMPACT CURTAIN WALL D 6'-0' W X 10'-0" H SYSTEM 2 CURTAIN WALL ASSY. FIXED I/A-7 MINIMUM SHGC .45 INSULATED GLAZING IMPACT E 2 8" W X 2 8" H PGT, KAVVNEE12 OR EQUAL SINGLE GLAZED IMPACT FIXED I/A-7 MINIMUM SHGC .55 PGT, CR LAURENCE OR EQUAL F 4'-O" W X 4'-O" H HORIZONTAL ROLLING WINDOW BYPASS RECEPTION I/A-8 LAMINATE 1/4" TEMPERED GLASS W/LOCK FIXED 1/4' TEMP. GLASS IN FIXED AT INTERIOR OFFICE G 36" W X 54-1/2' H WHITE FLORIDA SASH FRAME TEMPERED 5/A-7 WOOD tt10 WALLS NOTES: 1.) ALL ALUMINUM FRAMES TO BE MANUFACTURERS STANDARD WHITE POWDER COATED SYSTEM. ROOM FINISH SCHEDULE ROOM/SPACE FLOOR BASE SILLS WALLS CEILING CLG. HGT. REMARKS BILK. FILLER / EXPOSED JOISTS FULL HGT. STRUCK BLOCK JOINTS ELECTRICAL 100 CONCRETE NONE N/A 1/2" GYP. BD., AND DECK TO DECK HORIZONTAL AND VERTICAL PAINT SEE DETAILS 2/A-4 AND 5/A-5 MECHANICAL 101 ROLL BLK. FILLER / 5/8' GYP. BD., VINYL PAINT MECHANICAL F 1-02]5/8" GYP. BD., PAINT JANITOR 103 5/8" GYP. BD., 9'-6" 6" 20 GA. STEEL JOISTS PAINT AT 24" O.C. AT CEILING SINGLE PLY 4" INTEGRAL 1/8' FRP TO WALL AT FULL WIDTH OF HOODS SHALL" KITCI-,EN 104 EPDXY EPDXY MARBLE 12'-4" A.F.F. S.A.T. 12'-10 BE 24 GA. STAINLESS STEEL SHEET ON 5/8' DENS GLASS GYP. BD. KITCHEN E105 WALLS FULL HEIGHT TO DRY STORAGE 106 N/A 5/8" GYP. BD., II'-O° BOTTOM OF DECK AND PAINT INSULATED W/ R-11 BATTS OFFICE 107 STAINED ROLL MARBLE 5/8 GYP. BD PAINT 6" 20 GA. STEEL JOISTS CONCRETE VINYL SEE DETAIL 5/A-7 AT 24" O.C. AT CEILING OFFICES MARBLE AT S.A.T. 9'-6" SEE SECTION A/A-6 108 116 TH12U WINDOWS LOBBY E 1-17 13'-0" SERVICE 118 N/A 10'-10" WOMEN E 119 1 6X6 OR 8X8 PORCELAIN CERAMIC TILE 60" CER. TILE 5/8" GYP. BD., 9-6" 6" 20 GA. STEEL JOISTS TILE COVE WAINSCOT, PAINT AT 24" O.C. AT CEILING ON 5/8" GYP. BD. TILE BACKER MEN F120 5/8' GYP. BD. / PAINT ABOVE TENANT IT 121 CONCRETE N/A MARBLE SEE SHEET A -I OPEN STEEL VARIES INSULATE CEILING AND WALLS, <84< JOISTS FINISH GYP. BD., NO PAINT TENANT 'C' 122 N/A SEE SHEET A -I OOOO APPROX. 14'-6' SEE SHEET A-1 TENANT "D' 123 MARBLE OO HALLS I AND 2 124 STAINED ROLL N/A 5/8' GYP. BD., S.A.T. 9'-6" 125 CONCRETE VINYL PAINT NOTES I.) 1/8" FRP ADHERED TO 5/8' DENS GLASS SHEATHING TO 12'-4" A.F.F. 2.) CORNER GUARDS, AS LOCATED ON SHEETA-1 AND A-1.1 SHALL BE BEIGE. O 12 L O i� O O O 45 MINUTE WHERE SCHEDULED NOTE: SEE STRUCTURAL PLANS FOR DETAIL OF THIS AREA 2-1/2" 25 GA. 6 CONTINUOUS STIFFENER 21/2' 3'-0' 2 1/2' N 1/2" N N � N � / N N O N PLACE STOREFRONT AT CENTERLINE OF OPENING V a a a a a TOOLED DRIP IN STUCCO 3/4" STUCCO ON SELF FURRING GALV. METAL LATH ON 5/8" DENS GLASS GOLD ON 20 GA. JOISTS AT 16' O.0 NOTE: AT SLOPING PARAPET ABOVE ROOF DECK PROVIDE SAME STUCCO ASSEMBLY W/ CONTROL JOINTS AT 4'-6' O.C. AT BACK OF PARAPET DETAIL, RnAl F, a" . I'-n' a P.T. 2X4 AT HEAD AND JAMBS +12'-8' B.O. BEAM TRANSOM PER DOOR / WINDOW SCHEDULE oL +6'-10' CUSTOMER SIDE +34" MAX. A.F.F. PER A.D.A. 4" MAX. COUNTER PROJECTION PER A.D.A. - DETAIL RCAI FH s' . r-n" HEAD / JAMB (SIM.) a • ROD AND SEALANT AGAINST SHIM IN 1/4" THROAT - SET BACK 1-3/4'— SILL 5/8" STUCCO DETAIL RCAI F+ W . r-n" 5/8' U �0 o OC In Q 4 a a a WHITE ALUMINUM FRAME W/ (2) SLIDING ACTIVE PANELS SLIDING RECEPTION WINDOW W/ FRAME AND 1/4" CLEAR TEMP. OR SAFETY LAMINATE GLASS. PROVIDE LOCKING HARDWARE ON BOTH ACTIVE DOORS 4STIC LAMINATE TOP DEEP X 48" WIDE SPRING MOUNTED TRACK SUPPORTS OR RECESSED FLUSH TRACK CORE FILL 500 INSULATION IN BLOCK CELLS FOIL INSULATION BETWEEN 1-1/2" METAL CHANNELS PRECAST LINTEL P.T. 2X4 FRAME IMPACT RATED FRAME AND GLAZING NO INTERIOR WALL FINISH THIS PHASE OF CONSTRUCTION NO MARBLE SILL AT THIS PHASE OF CONSTRUCTION FORMED AND POURED CONC. SILL W/ (D tt5 HORIZONTAL Ld u • . • • u Ld - • • • Ld NR • La (X • . • • .nl........._.nlllllllil. (IIII�Ipo.......E�l�ll�ll ��0111111D����OIIIIID�� C MAY '16 THESE PUNS AND THE INFORMATION SHORN HEREIN ARE THE P pe" R imMI IXEHue\s NNSEY .NHNNkI PA AND MYRDp1CIKKA, O M OR ISE TIERFIJi N TAOHE OR N Miff IS ENNS4Y NN- HIIII71D MTHOOf NNIEN PENRSRNI. COMM. NO:080215VB DATE: 24 MAY, 2016 BY: JN12 CH'KD: PD 2 A-6 31 T.O. LOWER PARAPETJud oL +17'-0" T.O. BEAM 5/8' STUCCO. SEE CONTROL JOINT SCHEDULE SHEET A-2 ---_._ CORE FILL 500 FOAM INSULATION AT ALL EXTERIOR WALLS 5/8' STUCCO AT BACK OF PARAPET W/ CONTROL JOINTS VERTICAL AT 10'-O, O.C. MAX. 5 AA-6 FRY FLASHING SYSTEM -SINGLE PLY ROOFING PER SPECS. 1 SLOPE 1/4" PER FOOT ® - - _ d �a J9� +12'-8" d B.O. BEAM I KAWNEER GLASS CURTAINWALL SYSTEM HORIZONTAL CAP AT INTERMEDIATE HORIZONTAL AND BUTT GLAZING AT VERTICAL JOINTS 5/8' GYP. BD. ON P.T. IX4 AT 12" BEAM, JAMBS AND BELOW SILL +13 4" --- ---- F.R.P. oL +12'-10" S.A.T. S.A.T. PROVIDE F.R.P. PANEL. RETURNS AT WINDOW JAMBS 3 ) � A-9 GALV. LATH OVER P.T. IX4 AT SILL AS BLOCKING +2'-8" T.O. POURED - FORMED AND POURED CONC. CONC. SILL ° SILL W/ (1) tt5 BAR 1/2" / 1 1200 '�jo off, VINYL J-BEAD A-7 HELD 2" ABOVE GRADE FIN. SLAB - :III 4-4' _ T.O. FOOTING a ---FOOTING PER STRUCTURALS q LOLL .. SCALE, 3/4' - I'-O' REF, SHEET A-1, 4-2 �I FLASHING "A' FLASHING B' DOUBLE r P.T. IX4 BACKING CONT. CLEAT HORIZONTAL VERTICAL FIELD CUT METAL ROOF PANEL ON LINDERLAYMENT P.T. 2X6 • II L� L ®J � a SCALE: 3" = 1'-0" 4 4 a op 5/8" VINYL J-BEAD HELD 2" ABOVE FINISH GRADE FIN. SLAB v � ° a ° E r- P.T. 2X6 NAILING CAP SECURED W! 1/2' X 6" J-ANCHORS AT 30' O.C. MECHANICALLY SEAMED STANDING SEAM METAL ROOFING ON APPROVED UNDERLAYMENT PER SPECS ON 5/8" EXT. PLY. ON METAL DECKING DECK SUPPORT ANGLE PER STRUCTURALS POURED CONIC. RAKE BEAM PER STRUCTURALS ICYNENE SPRAYED INSULATION S.A.T. PER REFLECTED CEILING PLAN 1-1/2' STEEL FURRING CHANNEL AT 24' O.C. CORE FILL 500 FOAM INSULATION AT ALL EXTERIOR WALLS FI-FOIL INSULATION TO UNDERSIDE OF DECK GALV. LADDER TYPE HORIZONTAL REINFORCING AT EVERY OTHER BLOCK COURSE tt5 BARS VERTICAL IN CONC. FILLED CELLS AT CENTERS CALLED OUT IN STRUCTURALS - 4" CONC. SLAB ON 10 MIL VAPOR RETARDER SYSTEM PER SPECS. NOTE THIS IS A SYSTEM AND NOT SIMPLY 10 MIL POLY. A CLEAN, TERMITE TREATED SAND FILL COMPACTED TO 90% DENSITY --FOOTING SIZE AND REINFORCING SECTION SCALE, 3/4'- 1'-0' REF, SHEET P.T. IX4 BACKING — 5/8" GYP. BD. ABOVE AND AT HEADER RETURNS--. VINYL TRIM AT F.R.P. ON JAMBS - 1/8" WHITE F.R.P. ON 5/8" DENS GLASS GYP. JAMBS SQUARE EDGE MARBLE SILL- P.T. IX4 BACKING 3/4" X 6" . ® Q P.T. JAMB a P:T.,,IX3 F HEAD DETAIL RnAl Fi R" - I'-n" PFF. WINnnW I/8' F.R.P. PANELS ADHERED TO 5/8" DENS GLASS GYP. UP TO ELEV. +10-0" THRU-OUT KITCHENS 1/8' WHITE FRP ADHERED TO 5/8' DENS GLASS GYP. II 5/8" 4 5/8' STUCCO 2 1/2" oL +12'-8" B.O. BEAM TOOLED DRIP IN STUCCO ROD AND SEALANT. KEEP SEALANT OUT OF CONTACT W/ MULL CAP ON CURTAIN WALL 2-1/2"X6" WINDOW FRAME ASSEMBLY p 'P.T. IX3 � D D D p ® D D JAMB DETAIL, Rnal Fi a• . 1'-n" DFF WINn W PROVIDE EDGE AND CORNER TRIM 3/4' MARBLE SILLS +2'-8" T.O. POURED CONC. SILL P.T. IX4 BACKING----' FORMED AND POURED CONCRETE SILL--" 5/8' DENS GLASS GYP.----, IX3 P.T. FURRING AT 24" O.C. (ONLY AT 12" WIDE WALLS, AT 8" BLOCK WALLS USE FURRING CHANNEL PER B/A-9 ----__ FI-FOIL HI -PERM INSULATION, USE VR PLUS SHIELD BETWEEN FURRING---i SLOPING STUCCO SILL PER ELEVATIONS EXTERIOR SECURE KAWNEER 1600 IMPACT SYSTEM 2 CURTAIN WALL INSTALLED PER MANUFACTURERS N.O.A. TESTING DATA '�- P.T. 3/4' X 6" BUCK HOLD CURTAIN WALL FRAMES 2-1/2" OFF EXT. FACE OF MASONRY KAWNEER 1600 IMPACT SYSTEM 2 CURTAINWALL ASY. W/ SPECIALTY MULL INSULATED GLAZING AND CAP FACTORY POWDE12COATING NOTE, ROD AND SEALANT CANNOT ADHERE TO MULL COVER CAP D p P.T. IX4 W/ GALV. LATH 60 D p D Q�N D p �(1) tt5 D D D `CAVITY CAP ,00 �Oo o0c, n 0 ` SILL DETAIL RCA, FI 3" - I'-n, PFF. WINif 1/2" w - Y a o Z CL w m W :D to a (nrno N m (n coo ~Q� Z a 0 Zo I U O-rn LIJ 0 1 CLON H Z a < �'�^ J N U d = pLLJJ a Z = rm La J a jr0Z <n LLJ 2 W cD > a U D U W Q 0 I U Q Q D Q a Q LJ V) Z� TWA 1 UQM W Y U uw z ZU) 0) LU z vJ Qv QM O LLJ � co LIL 0O: 0 W O o� U O °` IL WV) I.- LL HN U la1 O m O a 1i z z z z z 0 V) Of w x m Q a 0 0 z 0 w 0 0 w rn Z O 0 m > o > > W Q n n w a GO d) N - z © MAY '16 THESE PUNS AND THE INFORMATION SHOWN HEWN ME THE PROFORY OF MUND MOM NOW /NCHUM PA NSI REPR000MNAS, DBpD9NN5 OR USE INDlDF N TMOIE OA N PNIf 6 O6IFSLT PRO- X9RD WIIIIOIIf IWSRFN FVS®OL COMM. NO:080215VB DATE: 24 MAY, 2016 BY: .AR CH'KD: .FE) SHEET NO. A-9 OF ELEVEN CODE DATA, SITE LOCATED IN ST. LUCIE COUNTY, FLORIDA PROJECT, CONSTRUCTION OF A ONE STORY BUSINESS OCCUPANCY, 9,884 S.F. REVIEW AGENCY= ST. LUCIE COUNTY BUILDING DEPARTMENT FIRE CODE REVIEW, ST. LUCIE COUNTY FIRE PREVENTION BUREAU APPLICABLE CODE A. FLORIDA BUILDING CODE - BUILDING, FIFTH EDITION 2014 B. FLORIDA ACCESSIBILITY CODE 2014 FIFTH EDITION C. NFPA 101, 2012 LIFE SAFETY D. FLORIDA MECHANICAL CODE, 2014 FBC FIFTH EDITION E. FLORIDA PLUMBING CODE, FBC 2014 FIFTH EDITION F. NATIONAL ELECTRICAL CODE, 2011 EDITION 2 G. FLORIDA BUILDING CODE, FUEL GAS, 2014 EDITION PROJECT CONSISTS OF (1) ONE SINGLE STORY BUILDING (FOR THE PURPOSES OF A FOOD BUSINESS INCUBATOR MASONRY BUILDING WITH STEEL JOISTS AND CONCRETE DECK, AND SLOPING METAL ROOFING ON JOISTS. LIFE SAFETY REVIEW, BUILDING CLASSIFICATION, OCCUPANCY TYPE - GROUP B BUSINESS PER FBC 304.1 ONE TENANT SPACE 'A" AT 3,969 SF AND BALANCE SHELL, UNOCCUPIED. TENANT SPACES B, C AND D TOTAL 5,313 S.F. CONSTRUCTION TYPE, FBC TABLE 503 TYPE V-B (UNPROTECTED) ALLOWABLE HEIGHT AND BUILDING AREAS, FBC TABLE 503 GROUP B MAX. AREA 9,000 SF, PER 506.1 AND 506.3. BUILDING AREA MODIFICATIONS FOR A SINGLE STORY BUILDING, AND WITH 30 FT. CLEAR AREA AROUND BUILDING ALLOWS A 75% INCREASE. MAX. ALLOWABLE AREA - 15,750 SF>9,884 SF PROPOSED (OK) OCCUPANCY SEPARATION, FBC TABLE 508.4 REQUIRED SEPARATION OF OCCUPANCIES, BUSINESS ADJACENT TO BUSINESS - O-HOURS SEPARATION PEOUIRED W/O SPRINKLERS NFPA 2012 TABLE 6.1.14.4.1(B) BUSINESS ADJACENT TO BUSINESS, 0-14OU12 SEPARATION REQUIRED W/O SPRINKLERS TOTAL OCCUPANTS AND MINIMUM NUMBER OF EXIT FBC TABLE 1004.2 AND FBC TABLE 1015.1 TENANT SPACE -A AT 3,969 SF e- 100 - 40 OCCUPANTS. I EXIT REQUIRED. SPACE -El AT 1,840 SF - 19 OCCUPANTS. I EXIT REQUIRED. SPACE-C AT 1,683 SF - 17 OCCUPANTS. I EXIT REQUIRED. SPACE-D AT 1,790 SF - 18 OCCUPANTS. I EXIT REQUIRED. EGRESS WIDTH PROVIDED 36' DOO12S/.2 ALLOWS 180 PEOPLE, FBC 1005.1. TOTAL EXIT DOORS PROVIDED - 2 PER TENANT SPACE. (THIS EXCEEDS THE REQUIREMENT OF FBC 1015.1 WHICH ONLY REQUIRES I EXIT PER TENANT SPACE.) SEPARATIONS OF EXITS MEET FBC 1015.2.1. EXIT ACCESS TRAVEL DI$TANICE, FBC TABLE 1016.2 GROUP-B. MAX. ALLOWABLE 200 FEET, W/O SPRINKLERS, SUITE -A AT 116 FT., SUITE-B AT 87 FT., SUITE-C AT 113 FT. AND SUITE-D AT 84 FT. MAX. TRAVEL DISTANCES < 200 FT. (OK) ROOF ASSEMBLY: TYPE V-B, FBC TABLE 1505.1 ALLOWS TYPE "C ' MINIMUM ROOF COVERING CLASSIFICATION. STANDING SEAM METAL ROOF PROPOSED CARRY UL CLASS 'A' FIRE RATING, ASTM E-108, CLASS 'A', UL 790 AND ASTM D-3462. UL WIND RESISTANT PER H RATING ASTM D-7152, TYPE-1 OR PER ASTM D-3461 TYPE -I, OR PER UL 997. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS, FBC TABLE 601 TYPE V-B, ALL COMPONENTS (0) ZERO HOURS. ON FIRE SEPARATION DISTANCE, FBC TABLE 602 TYPE V-B, GREATER THAN OR EQUAL TO 30 FEET BUILDING SEPARATION, THEREFORE (0) ZERO HOURS. DRAFTSTOPPING IN ATTICS: FBC 718.4.3 NO ATTIC SPACES PROPOSED. NOT APPLICABLE. CORRIDOR FIRE RESISTANCE RATING: FBC TABLE 1018.1, GROUP B OCCUPANCY. 1018.1, EXCEPTION (4) - 0 HOURS REQUIRED IN GROUP B WHEN ONLY A SNGLE MEANS OF EGRESS IS REQUIRED PER SECTION 1015.1. DEAD END CORRIDOR (APPLIES ONLY WHEN 2 012 MARE EXITS ARC R QUIRED), FBC TABLE 1018.4, GROUP B WITH SPRINKLERS AT 50 FT. (NOT APPLICABLE SINCE 1015.1 ONLY REQUIRES I EXIT PER TENANT SPACE.) MINIMUM CORRIDOR WIDTH, FBC TABLE 1018.2, 42 IN. MAX. 84 IN. PROPOSED (OK). PLUMBING FIXTURE CALCULATIONS 3,969 SF � 100 - 40 OCCUPANTS 20 M. AND 20 W. FBC FIFTH EDITION PLUMBING CODE GROUP-B MALE AND FEMALE I PROVIDED MEN W.C. - i PER 25 FOR ]ST 50 M AND W i PROVIDED WOMEN OK I PROVIDED MEN LAVS - I PER 40 FOR IST M AND W I PROVIDED WOMEN OK DRINKING I HI -LOW PROVIDED OK FOUNTAIN - I PER 100 REQUIRED SERVICE SINKS - I REQUIRED I PROVIDED OK N T , PER FBC 2014 PLUMBING CODE 403.2, SEPARATE FACILITIES ARE REQUIRED FOR MEN AND WOMEN A/C COURT FJ_n[Cm 11 jA❑ v 0 v A❑ - A❑ v ❑A 0 v ❑A A❑ OFFICE 3 OFFICE 4 OFFICE 5 OFFICE 6 1 I — no 111 122 �p E87® I — 1 P TENANT SPACE I 1 A 18 19 22 23I� I L — 113 1,840 SF — J I p 19 OCCUPANTS 1 I 1 27 1 9 OFFICE 2 OFFICE 8 OFFICE 7 IE I 109 115 24 114 1 L- I-J 1 17 20 1 25 WOMEN - I THIS IS NOT - f - I 119 1ANDPRIVAOY DOS. IT 1 1 q OFFICE I OFFICE 9 DEBOLT I� L 4 108 (OR COLD LOCK NOT ASTOR.> LLED BY RATED ®MEN � SPACE 'A' FE I WALL I 16 116 120 /Q11 nI � Fm n DEAD END I LOBBY 24' MAX. m r— OFFICE 10 107 JAN. 103 2 SPACE 'A' (YPK) 3,969 SF 40 OCCUPANTS MECH. KITCHEN 105 0 CAGED DRY STORAGE 106 EXIT CORRIDOR 124 EATD 67 I HOUR FIRE PARTITION PER U DES' GN uU419 W/ I L YE12 9'8 TYPE-X EA. SID , ON 20 GA, 6' STUDS T 24" O/C MAX. SOUND I ULATE W/ 6' FIBERGL S BATT INSULATI (NOT REQU EI BUT WILL BE PR VIDED AS ONE HOUR LL. SEE DETAIL 4/A-5 (PART OF TENANT SPACE FUTURE A/C SYSTEM NOT A RATED 13©' 4 _ TENAN SPACE 'C' TENANTS ACE 'D' A-5 22 1 KITCHEN 1,68 SF 1,79 SF lOa 17 OCC ANTS 18 OC UPANTS ONE HOUR BLOCK AND FRAME WALL ASSEMBLY TO � ❑E FE 2 UNDERSIDE OF DECK. ® SEE DETAIL2/A-4 MAIN M M M M ❑E ❑E SERVICE EATD EATD MECHU® IIS ELEC. x 07, ® FE I ® I13' 84'�O6 100 +O� PANIC DEVICE A PANIC NATURAL GAS WATER HEATERS ON EXTFRIO12 WAU . NOTE; THIS IS A FULLY SPRINKLERED BUILDING. NOT REQUIRED PER FLORIDA BUILDING CODE, BUT PROVIDED PER ST. LUCIE COUNTY POLICY. FE DENOTES A IOABC WALL HUNG FIRE EXTINGUISHER. MOUNTING HEIGHT AT 26' MAX. A.F.F. TO BOTTOM OF EXTINGUISHERS THAT PROJECT MORE THAN 4" OFF WALL. FE DENOTES A 2.5 GALLON TYPE-K WET CHEMICAL FIRE EXTINGUISHER. (811 MOUNTING HEIGHT AT 26' MAX. A.F.F. TO BOTTOM OF EXTINGUISHERS THAT PROJECT MORE THAN 4" OFF WALL. i"® LIFE SAFETY PLAN v ®® SCALE, 1/8' - 1'-0" An NOT A PANIC DEVICE FE PANIC DEVICE 3'-O' DOOR CAPACITY 170 OCCUPANTS COMM. NO:080215VB DATE: 24 MAY, 2016 BY: -w CH'KD: PD GENERAL NOTES: 1. GENERAL INFORMATION 1. THE, STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR THE CONSTRUCTION MEANS AND METHOD, TECHNIQUES, PROCEDURES OR SEQUENCES OR THE ACTS OF OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 2. IF THE DRAWINGS AND SPECIFICATIONS ARE IN CONFLICT, THE MORE STRINGENTRESTRICTIONS AND REQUIREMENTS SHALL GOVERN. 3. PLAN NOTES, DETAILS AND SECTIONS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL NOTES. TYPICAL DETAILS AND SECTIONS NOT CUT ON THE PLANS SHALL APPLY UNLESS NOTED OTHERWISE. ` 4. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS. 5. CONTRACTORS ARE REQUIRED TO COORDINATE THEIR RESPECTIVE WORK WITH ALL OTHER DISCIPLINES TO AVOID ANY CONFLICTS DURING CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE STRUCTURAL DRAWINGS WITH ALL OTHER CONSTRUCTION DOCUMENTS. 6. LOCATION, SIZES AND QUANTITY OF ALL OPENINGS MAY NOT BE COMPLETELY INDICATED ON THE STRUCTURAL - DRAWINGS. CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL OPENINGS WITH ALL OTHER DISCIPLINES PRIOR TO ANY FABRICATION. 7. CONTRACTORS ARE REQUIRED TO VERIFY EXISTING CONDITIONS PRIOR TO ANY FABRICATION OR CONSTRUCTION. IF EXISTING CONDITIONS ARE DIFFERENT THAN SHOWN, NOTIFY A/E' IMMEDIATELY FOR MODIFICATIONS TO THE DRAWINGS. 8. THE CONTRACT DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES' NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT LIMITED: TO, BRACING, SHORING, UNDERPINNING, ETC. THE A/E IS NOT RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, SEQUENCES OR SAFETY PROCEDURES DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING THAT IS REQUIRED DURING CONSTRUCTION TO KEEP THE STRUCTURE SAFE AND PLUMB UNTIL THE ENTIRE STRUCTURE IS COMPLETE. ANY BRACING INDICATED OR CALLED FOR AN THESE DRAWINGS ARE DESIGNED FOR THE FINAL AND COMPLETED STRUCTURE ONLY. 10. GENERAL CONTRACTOR MUST REVIEW AND APPROVE SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. 2. DESIGN CRITERIA 1. BUILDING CODE: THE FLORIDA BUILDING CODE 2014, 5TH EDITION. 2. DESIGN CODES: (LATEST EDITION, U.N.O.): - MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE- 7-10)> - BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI' 530-11) - SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS (ANSI/AISC 360-10) - NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (AFPA• / AF&PA NDS-2012) - AMERICAN CONCRETE INSTITUTE (ACI 318-11)- - CONCRETE REINFORCING STEEL INSTITUTE (CRSI) - STRUCTURAL WELDING CODE (ANSI/AWS D1.1) 3. DESIGN LOAD CRITERIA: GRAVITY LOADS: - DEAD LOADS ROOF: 1. FLAT ROOF LOAD ..................................... ......... ......... .......i 30 PSF 2. SLOPED ROOF LOAD ................................ ......... ......... .......:' 20 PSF - LIVE LOAD ROOF: 1. FLAT / SLOPED ......... ....................... ......... ......... ........: 20 PSF WIND LOAD CRITERIA: - ULTIMATE DESIGN WIND SPEED ......... ......... ......... ..........: Vult 157 MPH (3 SECOND GUST) - NOMINAL DESIGN WIND SPEED ......... ........ .......: ..........: Vasd = ;122' MPH - RISK CATEGORY .................... ......... ......... ........i ........`..: II - ENCLOSURE CLASSIFICATION .. ......... ......... ........ .........: ENCLOSED - WIND EXPOSURE CATEGORY ......... ......... ........ ..........: C - INTERNAL PRESSURE COEFFICIENT ..... ......... ......... ..........: t 0.1$ REFER TO SHEET S-0.2 FOR COMPONENTS AND CLADDING DIAGRAMS AND TABLES. 3. EARTHWORK/FOUNDATION NOTES 1. BUILDING FOUNDATION DESIGN BASED ON NET ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF FOR COLUMN SPREAD FOOTINGS AND FOR CONTINUOUS WALL FOOTINGS. 2. BUILDING FOUNDATION SHALL BE PLACED ON FIRM, UNDISTURBED NATURAL SOILS OR ON ENGINEERED FILL MATERIAL. FOR AREAS REQUIRING ENGINEERED FILL, THIS MATERIAL SHALL CONSIST OF CLEAN GRANULAR FILL COMPACTED AND PLACEDIN LIFTS AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. SOIL BEARING PRESSURE OF ENGINEERED FILL TO BE FIELD VERIFIED BY THE SOILS ENGINEER ON SITE PRIOR TO CONSTRUCTION. 3. SUBBASE MATERIAL UNDER SLABS -ON -GRADE TO BE CLEAN GRANULAR FILL COMPACTED AS RECOMMENDED BY THE SOILS ENGINEER ON SITE. 4. BACKFILL AGAINST GRADE BEAMS AND SITE WALLS SHALL BE PLACED EVENLY ON BOTH SIDES. 5. UNDERCUTTING OF THE SOIL FOR FOUNDATION AND/OR PLACEMENT MAY BE REQUIRED. THE STRUCTURAL DRAWINGS MAY NOT INDICATE THE ENTIRE SCOPE OF UNDERCUTTING, FILL, BAD SOIL OR ROCK REMOVAL THAT MAY BE REQUIRED TO ATTAIN THE DESIGN SOIL BEARING PRESSURES. IT IS THE CONTRACTOR'S RESPONSIBILITY, BEFORE BIDDING, TO ASSESS THE EXTENT OF EXCAVATION AND COMPACTION THAT MAY BE REQUIRED TO MEET THE DESIGN CRITERIA. 6. IF DEWATERING IS REQUIRED, SUMPS SHALL NOT BE PLACED WITHIN THE FOUNDATION EXCAVATION. 7. REFER TO GEO TECHNICAL INVESTIGATION REPORT PREPARED BY ARDAMAN & ASSOCIATES, INC. FILE No. 16-5438, TITLED "SUBSURFACE SOIL EXPLORATION AND GEO-TECHNICAL ENGINEERING EVALUATION, TCERDA SUNSHINE KITCHEN FBI BUILDING, TREASURE COAST RESEARCH PARK, ST. LUCIE COUNTY, FLORIDA", DATED JULY 01, 2016, FOR FOUNDATION AND PREPARATION REQUIREMENTS. 1 4. CONCRETE 1. ALL CONCRETE, UNLESS OTHERWISE NOTED IN SCHEDULES OR DETAILS, SHALL HAVE A MINIMUM 28 DAY CONCRETE COMPRESSIVE STRENGTH OF 3,000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF). 2. ALL CONCRETE EXPOSED TO THE WEATHER SHALL BE AIR -ENTRAINED. FOR SURFACE FINISHES AND OTHER REQUIREMENTS, REFER TO THE CONCRETE SPECIFICATIONS. 3. DETAILS OF FABRICATION OF REINFORCEMENT, HANDLING AND PLACEMENT OF THE CONCRETE, CONSTRUCTION OF FORMS AND PLACEMENT OF REINFORCEMENT, NOT OTHERWISE COVERED BY THE PLANS AND SPECIFICATIONS, SHALL COMPLY WITH THE LATEST EDITION OF THE A.C.I. CODE AND C.R.S.I. REQUIREMENTS. 4. PROVIDE -Y4" CHAMFERS ON ALL EXPOSED EDGES OF CONCRETE AND THE EXPOSED CORNERS OF BEAMS, GIRDERS AND COLUMNS UNLESS OTHERWISE SHOWN OR NOTED. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL DETAILS. 5. ALL MISCELLANEOUS ITEMS TO BE INSTALLED IN ANY CONCRETE WORK, SUCH AS PIPES, ELECTRICAL CONDUITS, DOVETAIL ANCHOR SLOTS, RELETS, ETC., SHALL BE PROPERLY LOCATED, INSTALLED AND CHECKED PRIOR TO PLACEMENT OF CONCRETE. REFER TO ARCHITECTURAL AND MEP DRAWINGS FOR THE EXACT EXTENT AND LOCATION OF THESE ITEMS THAT ARE NOT SPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS. 6. PROVIDE SLEEVES FOR ALL PIPE AND CONDUIT PENETRATIONS IN FOUNDATION WALLS, GRADE BEAMS, WALL FOOTINGS AND TRENCH FOOTINGS TO TOTALLY SEPARATE THE PIPES FROM THE CONCRETE. 7. THE CONTRACTOR SHALL CONSULT WITH THE ENGINEER BEFORE STARTING CONCRETE WORK TO ESTABLISH A SATISFACTORY PLACING SCHEDULE AND TO DETERMINE THE LOCATION OF CONSTRUCTION JOINTS SO AS TO MINIMIZE THE EFFECTS OF SHRINKAGE. 8. NO HORIZONTAL CONSTRUCTION JOINTS SHALL BE MADE IN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS UNLESS SHOWN OR NOTED IN THE CONTRACT DRAWINGS. VERTICAL JOINTS ARE PERMITTED IN CONCRETE SLABS, WALLS, WALL FOOTINGS, TRENCH FOOTINGS AND GRADE BEAMS. REFER TO TYPICAL DETAILS. 9. ALL CONSTRUCTION JOINTS iN CONCRETE WALLS, FOOTINGS, BEAMS OR SLABS SHALL BE PROVIDED WITH A KEY WAY. THE SURFACE OF THE CONCRETE SHALL BE THOROUGHLY CLEANED AND ALL LATIANCE REMOVED. IN ADDITION, THE JOINT SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF CEMENT GROUT OR A BONDING AGENT IMMEDIATELY BEFORE PLACING CONCRETE. 10. CONTROL JOINTS, IF NOT SHOWN ON DRAWINGS, SHALL BE PROVIDED IN ALL SLABS -ON -GRADE THAT ARE EXPOSED OR THAT SUPPORT BRITTLE FINISHES SUCH AS CERAMIC TILE OR TERRAZZO. JOINTS SHALL BE LOCATED ON EACH COLUMN LINE AND NOT TO EXCEED 15' IN EITHER DIRECTION U.N.O. SEE TYPICAL SLAB -ON -GRADE DETAILS. 11. THE SAW CUTTING OF CONTROL JOINTS IN A SLAB -ON -GRADE MAY BEGIN WHEN THE CUTTING ACTION WILL NOT TEAR, ABRADE, OR OTHERWISE DAMAGE THE SURFACE AND BEFORE THE CONCRETE DEVELOPS RANDOM SHRINKAGE CRACKING. SAW CUTTING MAY BEGIN AND FINISH WITHIN 4 TO 12 HOURS AFTER SURFACE FINISHING IS COMPLETE. 12. REFER TO CONCRETE SPECIFICATIONS FOR FLOOR FLATNESS REQUIREMENTS AT THE SLAB -ON -GRADE. 13. MAINTAIN A MAXIMUM SLOPE OF ,1 VERTICAL TO 2 HORIZONTAL BETWEEN BEARING ELEVATIONS OF ADJACENT FOOTINGS TO AVOID UNDERMINING FOUNDATIONS UNLESS NOTED OTHERWISE IN PLANS. 14. SET ANCHOR BOLTS WITH 3/4" THICK PLYWOOD TEMPLATES OR 1/4" THICK STEEL PLATE TEMPLATES AND BRACE AGAINST DISPLACEMENT. 5. CONCRETE MASONRY 1. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH ACI 530-11/ASCE 5-11/TMS 404-11" BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES", LATEST EDITION. 4. CONCRETE MASONRY UNITS SHALL BE ASTM C 90-75, HOLLOW LOAD BEARING UNITS, TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MIN. COMPRESSIVE STRENGTH OF 2,000 PSI (f'm = 1,500 PSI). 5. GROUT SHALL CONFORM TO ASTM C476 WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2,000 PSI PER ASTM C1019. GROUT SHALL BE MIXED TO PROVIDE A SLUMP BETWEEN 8" TO 11". 6. MORTAR SHALL CONFORM TO ASTM C270 TYPE M OR S. 7. LAP VERTICAL BARS MINIMUM OF 48 BAR DIAMETERS WITH WIRE TIES. 8. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 4'-0" LIFTS MAXIMUM. DO NOT BEGIN PLACEMENT OF GROUT UNTIL ALIGNMENT OF CELLS ARE INSPECTED AND APPROVED. 9. ALL CELLS SHALL BE FULLY GROUTED WHERE VERTICAL REINFORCEMENT IS INDICATE ON THESE DRAWINGS. 10. FILL ALL CELLS BELOW FINISHED GRADE. 11. PROVIDE #9 GALV. HORIZONTAL JOINT REINFORCEMENT IN WALLS AT 16"O.C. VERTICALLY, UNLESS NOTED OTHERWISE. PROVIDE HORIZONTAL JOINT REINFORCEMENT IN BOND BEAMS AT 8"O.C. VERTICALLY. LAP JOINT REINFORCEMENT ® 12" O.C. MINIMUM. 12. PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 32"O.C. ACROSS VERTICAL CONTROL JOINTS IN WALLS AT 16"O.C. AND ACROSS VERTICAL CONTROL JOINTS IN BOND BEAMS. TOP AND BOTTOM REINFORCEMENT IN SPANDREL BEAMS SHALL BE CONTINUOUS ACROSS CONTROL JOINTS. 13. PROVIDE 8N16" BOND BEAM ® TOP OF WALLS. REINFORCE BOND BEAM WITH (2) #5 PER 8" OF DEPTH U.O.N. 14., PROVIDE (1) #5 BAR VERTICAL MINIMUM AT ALL CORNERS, INTERSECTIONS AND EACH SIDE OF CONTROL JOINTS. 15. PROVIDE (2) #5 BARS VERTICAL AT 8"O.C. AT END WALLS. PROVIDE #5 ® 48"O.C. MINIMUM VERTICAL REINFORCEMENT, TYPICAL U.N.O. ON PLAN. 16. PROVIDE (2) #5 BAR VERTICAL MINIMUM EACH SIDE OF OPENINGS. 17. ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICAL CONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS FORMING SUCH CELLS TO BE FILLED SHALL BE FULL -BEDDED IN MORTAR TO PREVENT LEAKAGE OF GROUT. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE IN FROM THE FACE OF THE WALL OR UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS. BOND SHALL BE PROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES OR BY EQUIVALENT MECHANICAL ANCHORAGE. 18. VERTICAL CELLS TO BE FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS, VERTICAL CELL MEASURING NOT LESS THAN 3" AND HAVING A CLEAR AREA OF 10 SQUARE INCHES. 19. VERTICAL REINFORCEMENT SHALL BE HELD IN POSITION AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 10 FEET. 20. WHEN THE GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT NOT LESS THAN Y2" BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. 21. WHERE LINTELS BEAR ON MASONRY WALLS, THEY SHALL BEAR ON EITHER A BOND BEAM COURSE OR CORES GROUTED SOLID. ALL LINTELS SHALL HAVE AT LEAST 8" OF BEARING AT EACH END UNLESS NOTED OTHERWISE. 22. ALL GROUT PLACED SHALL BE VIBRATED BY MECHANICAL VIBRATORS. 23. PROVIDE CONTROL JOINTS IN MASONRY WALLS AT A MAXIMUM OF 25'-0". COORDINATE LOCATION WITH ARCHITECTURAL DRAWINGS. ABBREVIATIONS AB - ANCHOR BOLT K - KIP(s) ALT - ALTERNATE KIP(s) - 1000 POUNDS APPROX - APPROXIMATELY KLF - KIPS PER LINEAR FOOT ARCH - ARCHITECT KJ - CONSTRUCTION JOINT ARCH'L - ARCHITECTURAL L - ANGLE B/ - BOTTOM OF LG - LONG BC - BOTTOM CHORD LLH - LONG LEG HORIZONTAL BLDG - BUILDING LLV - LONG LEG VERTICAL BM - BEAM LP - LOW POINT BOTT - BOTTOM LW - LONG WAY BRG - BEARING MFR - MANUFACTURER C/C - CENTER TO CENTER MAS - MASONRY CIP - CAST IN PLACE MO - MASONRY OPENING CJ - CONTRACTION JOINT MAT'L - MATERIAL CL - CENTERLINE MAX - MAXIMUM CUR - CLEAR MECH'L - MECHANICAL CMU - CONCRETE MASONRY UNIT MTL - METAL COL - COLUMN MIN - MINIMUM CONC - CONCRETE MISC - MISCELLANEOUS CONFIG - CONFIGURATION NS - NEAR SIDE CONT - CONTINUOUS NIC - NOT iN CONTRACT CONTR - CONTRACTOR NTS - NOT TO SCALE CTR - CENTER OC - ON CENTER DBL - DOUBLE OH - OPPOSITE HAND DET - DETAIL OPNG - OPENING DIA - DIAMETER PAF - POWDER ACTUATED FASTENERS DIM - DIMENSION PART - PARTITION DN - DOWN PART'L - PARTIAL DR - DOOR/DRAIN PCJ - PRECAST CONCRETE JOIST DWG - DRAWING PL - PLATE EA - EACH PLF - POUNDS PER LINEAR FOOT EE - EACH END PSF - POUNDS PER SQUARE FOOT EF - EACH FACE PSI - POUNDS PER SQUARE INCH EJ - EXPANSION JOINT PT - POST TENSIONED/PRESSURE TREATED EL - ELEVATION R - RISER/RADIUS ELEV - ELEVATION/ELEVATOR REG - REGULAR ENGR - ENGINEER REINF - REINFORCING FOR - ENGINEER OF RECORD REM - REMAINDER EOS - EDGE OF SLAB REQ'D - REQUIRED EQ - EQUAL REV - REVISED/REVISION EW - EACH WAY RM - ROOM EXIST - EXISTING RO - ROUGH OPENING EXP - EXPANSION RQMTS - REQUIREMENTS EXT - EXTERIOR SCHED - SCHEDULE FIN - FINISH SECT - SECTION FLR - FLOOR SIM - SIMILAR FND - FOUNDATION SL - SLOPE FOM - FACE OF MASONRY SOG - SLAB -ON -GRADE FS - FAR SIDE SP - SPIRAL FT - FOOT SQ - SQUARE FTG - FOOTING SS - STAINLESS STEEL GA - GAGE STD - STANDARD GALV - GALVANIZED STL - STEEL GC - GENERAL CONTRACTOR STRUCT'L - STRUCTURAL GT - GIRDER TRUSS SW - SHEARWALL/SHORT WAY HC - HOLLOW CORE T/ - TOP OF HCP - HOLLOW CORE PLANK TB - TIE BEAM HDG - HOT DIPPED GALVANIZED TC - TIE COLUMN/TOP CHORD HG - HIP GIRDER TEMP - TEMPERATURE HK - HOOK TJ - TIE JOIST HORIZ - HORIZONTAL T/O - THRU OUT HP - HIGH POINT TR - TREAD/TRUSS HS - HIGH STRENGTH TYP - TYPICAL IJ - ISOLATION JOINT LINO - UNLESS NOTED OTHERWISE INFO - INFORMATION VERT - VERTICAL INT - INTERIOR W/ - WITH IRR - IRREGULAR W/0 - WITHOUT JR - JAMB REINFORCING WD - WOOD JT - JOINT WP - WORK POINT WWR - WELDED WIRE REINFROCMENT 6. REINFORCING STEEL 1. ALL REINFORCING STEEL SHALL BE DETAILED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 315, ACI 318, AND CRSI. 2. REINFORCEMENT SHALL HAVE DEFORMED SURFACES IN ACCORDANCE WITH ASTM A615 WITH MINIMUM YIELD STRENGTH OF 60,000' PSI. 3. WELDED WIRE FABRIC SHALL BE SMOOTH CONFORMING TO ASTM A185. 4. ALL REINFORCING STEEL SHALL BE HELD SECURELY IN POSITION WITH STANDARD ACCESSORIES IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. 5. PROVIDE CORNER BARS AT ALL WALL CORNERS AND INTERSECTIONS PER TYPICAL DETAILS. 6. REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE PROTECTION (CLEAR COVER) UNLESS OTHERWISE NOTED: FORFACES NOT FORMED AND IN CONTACT WITH SOIL ...............: 3" - IN CONTACT WITH SOIL OR WEATHER .........: 2" - BEAMS, GIRDERS AND COLUMNS .................................................: 1 1 /2" - WALLS AND JOISTSi..................................................................: 3/4„ - SLABS ON GROUND ................................................ ..............: 2" FROM TOP 7. CONTINUOUS REINFORCING STEEL IN CONCRETE SHALL BE LAP SPLICED WITH A MIN. LAP OF 50 TIMES THE BAR DIAMETER AT ALL SPLICES U.O.N., WWF WIRE SPLICE SHALL BE ONE FULL MESH SPACING + 6 8. OPENINGS THROUGH CONCRETE WALLS, SLABS OR OTHER STRUCTURAL ELEMENTS NOT DETAILED ON THE STRUCTURAL DRAWINGS'IMUST BE LOCATED & SHOWN ON THE APPLICABLE REINFORCING STEEL SHOP DRAWINGS. THE FINAL LOCATION OF ALL OPENINGS MUST BE REVIEWED BY THE A/E BEFORE THE CONCRETE IS POURED. I 9. WELDED WIRE FABRIC IN THE CONCRETE SLAB -ON -GRADE SHALL BE SUPPORTED TO PROVIDE REQUIRED COVER/PLACEMENT DEPTH; AND PREVENT DISPLACEMENT DURING CONCRETE PLACEMENT OPERATIONS. 10. ALL HOOKS IN REINFORCING BARS SHALL BE AN ACI STANDARD HOOK, U.O.N. 11. AT CHANGE IN DIRECTION OF CONCRETE WALLS, BEAMS AND STRIP FOOTINGS PROVIDE CORNER BARS OF SAME SIZE AND SPACING AS HORIZONTAL REINFORCING. 12. EPDXY ADHESIVE ANCHORS SHALL BE INSTALLED WITH SIMPSON SET-XP UNLESS OTHERWISE NOTED ON PLANS AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS BY SIMPSON OR APPROVED EQUAL. 13. REINFORCING STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER FOR APPROVAL PRIOR DESIGN CRITERIA TO FABRICATION. CONTRACTOR SHALL CAREFULLY CHECK AND "APPROVED" BEFORE STAMP SUBMITTING TO THE EOR. NO SPLICES OR OTHER DETAILS ARE TO BE ADDED WITHOUT GENERAL; NOTES SUBMITTAL. ,AND 1\4 joj�L L ' 7. SUBMITTALS CONTRACTOR SHALL SUBMIT THE FOLLOWING FOR APPROVAL PRIOR TO FABRICATION AND ERECTION: STRUCTURAL 1. CONCRETE MIX DESIGNS 2. STEEL REINFORCEMENT SHOP DRAWINGS G. M. Hill Engineering, Inc. 3. STRUCTURAL STEEL AND BAR JOISTS SHOP DRAWINGS AND CALCULATIONS. 9640 Sunbeam Center Drive, Suite 1 4. MASONRY MATERIALS AND REINFORCING SHOP DRAWINGS AND CALCULATIONS. Jacksonville Florida, 32257 5. TESTING LAB RESULTS FOR SOIL DENSITY AND CONCRETE COMPRESSIVE STRENGTH. Phone: 904-280-8244 Fax: 904-503- 7 Certificate Authorization N 2 Web: www.gmhillengineering.co Job #: 10-16-017-20 8, o w a � w Q p 0 o z © FEB '16 1 ESE PLANS MD TIE INMRNATDN SHO HERON ME TIE PR]fERIY M WWRD NdlDatis BIgkY MDNECIS PA MD REPRDDUMM pSGiASURES M 16E 11EREDf N WI M N P 5 DN y I Nl#RD 'AIDIDUf MitlI1EfI PESpR910fd. COMM. NO: 080215V8 DATE: 18 APR. 2016 BY: TMP CH'KD: JDM SHEET NO. 5-001 OF 6. STRUCTURAL STEEL 1. DETAILS FOR DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST A.I.S.C. STANDARDS UNLESS OTHERWISE NOTED OR SPECIFIED. 2. ALL STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING U.N.O. ON THE STRUCTURAL DRAWINGS: -CHANNELS, ANGLES, PLATES, BARS ......... ASTM A36 (Fy = 36 KSI) -RECTANGULAR TUBES (HSS) ..................... ASTM A500 GRADE B (Fy = 46 KSI) -STRUCTURAL PIPE ..................................... ASTM A53 GRADE B (Fy = 35 KSI) 3. ALL STRUCTURAL BOLTS (INCLUDING WASHERS AND NUTS) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A325 OR A490. ALL BOLTS SHALL BE TIGHTENED TO THE SNUG TIGHT CONDITION U.N.O. BOLTING OF STRUCTURAL STEEL SHALL CONFORM TO THE PROVISIONS OF RCSC "SPECIFICATIONS" FOR STRUCTURAL JOINTS USING ASTM A325 AND A490 BOLTS. 4. MINIMUM SIZE OF BOLTS SHALL BE 3/4" DIAMETER, AND EACH CONNECTION SHALL HAVE A MINIMUM OF 2 BOLTS WITH ONE HARDENED WASHER PER BOLT. 5. ANCHOR BOLTS SHALL CONFORM TO ASTM F-1554, GRADE 36, AS NOTED ON THE DRAWINGS. REFER TO TYPICAL DETAIL FOR SIZE AND LENGTH. 6. PERMANENT MACHINE BOLTS, USING AN APPROVED TYPE OF SELF ANCHORING HEX NUT, MAY BE USED FOR SUCH MINOR CONNECTIONS AS SHELF ANGLES, CLOSURES, ETC. 7. EXPANSION BOLTS SHALL BE A MINIMUM OF 3/4" DIAMETER (HILTI KWIK BOLT LL OR APPROVED EQUAL) WITH A MIN. EMBEDMENT OF 34" INTO CONCRETE AND 5Y4" INTO GROUT FILLED CONCRETE MASONRY UNITS. 8. EPDXY ANCHOR BOLTS SHALL BE A MINIMUM OF HITLI RE500-SD (OR APPROVED EQUAL). MINIMUM EMBEDMENT SHALL BE 12" TIMES BAR DIAMETER U.O.N. FOLLOW ALL WRITTEN MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION. 9. WELDING PROCEDURES SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING SOCIETY'S (AWS) STRUCTURAL WELDING CODES. ALL WELDING SHALL BE PERFORMED BY PREQUALIFIED WELDERS. 10. WELDED CONNECTIONS FOR STEEL MEETING ASTM A992 OR A572 SHALL BE MADE WITH E70XX LOW HYDROGEN ELECTRODES. OTHER WELDED CONNECTIONS TO BE MADE WITH REGULAR E70XX ELECTRODES. 11. WELDS NOT OTHERWISE NOTED ON DRAWINGS SHALL BE CONTINUOUS FILLET WELDS. THE MINIMUM SIZE SHALL BE Y4", (MIN. 2"-12") OR AS REQUIRED BY THE AISC SPECIFICATIONS, WHICHEVER IS LARGER. 12. MINIMUM THICKNESS OF ALL CONNECTION MATERIAL SHALL BE %6 13. UNLESS NOTED OTHERWISE, ALL SIMPLE BEAM SHEAR CONNECTIONS SHALL BE MADE USING DOUBLE ANGLE CONNECTIONS. CONNECTIONS SHALL BE HIGH STRENGTH BOLT BEARING TYPE WITH THREADED PARTS INCLUDED IN THE SHEAR PLANE. ALL CONNECTIONS, UNLESS FULLY DETAILED ON THE STRUCTURAL DRAWINGS, SHALL BE DESIGNED AND DETAILED BY THE STRUCTURAL STEEL FABRICATOR TO MEET BOTH AISC AND OSHA REQUIREMENTS. REFER TO TYPICAL DETAILS FOR TYPE OF SIMPLE BEAM CONNECTION AND MINIMUM BOLT REQUIREMENTS. 14, PROVIDE TEMPORARY ERECTION BRACING OF THE STRUCTURE UNTIL ALL PERMANENT LATERAL SUPPORT IS IN PLACE. FIELD PAINT, WHERE APPLICABLE, ALL FIELD WELDS, ABRASIONS, RUST SPOTS AND FIELD BOLTS ON STRUCTURAL STEEL, JOISTS AND DECKING AFTER ERECTION. 15. ALL EDGE ANGLES OR BENT PLATES SHALL BE FIELD APPLIED TO THE BEAMS WITH t1/8" HORIZONTAL AND VERTICAL TOLERANCE TO FACILITATE OTHER INSTALLATIONS. 16. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS FOR ARCHITECTURALLY EXPOSED STEEL. 17. ALL INTERIOR & EXTERIOR EXPOSED STEEL SHALL RECEIVE ONE SHOP COAT OF RED OXIDE PRIMER. INTERIOR STEEL BEAMS, COLUMNS, ANGLES ETC. ARE REQUIRED TO BE SHOP PRIMED PRIOR TO PAINTING EXPOSED STEEL. 7. STEEL JOIST 1. APPLICABLE PUBLICATIONS: THE PUBLICATIONS LISTED BELOW, FORM A PART OF THIS SPECIFICATION TO THE EXTENT REFERENCED. THE PUBLICATIONS ARE REFERRED TO IN THE TEXT BY THE BASIC DESIGNATION ONLY. A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION: MANUAL OF STEEL CONSTRUCTION - 9th EDITION. B. AMERICAN WELDING SOCIETY (AWS) PUBLICATION: DL-1-79 STRUCTURAL WELDING CODE - STEEL C. STEEL STRUCTURES PAINTING COUNCIL (SSPC) PUBLICATION: 15-68T STEEL JOIST SHOP PAINT SEE ARCH FOR PAINT COLOR. EXPOSED JOIST TO RECEIVE SHOP PRIMER AND PAINT. 2. SUBMITTALS: A. SHOP DRAWINGS: SUBMIT AND RECEIVE APPROVAL OF SHOP DRAWINGS FOR ALL JOISTS AND ACCESSORIES BEFORE DELIVERY OF ANY MATERIALS TO THE SITE. SHOP DRAWINGS SHALL SHOW JOIST TYPE & SIZE; LAYOUT IN PLAN; AND FABRICATION AND ERECTION DETAILS INCLUDING METHODS OF ANCHORING, FRAMING AT OPENINGS, & SPACING OF BRIDGING. SUBMIT DESIGN FOR UPLIFT LOADING SEALED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF FLORIDA. B. TEST AND TEST REPORTS: THE CONTRACTOR SHALL PROVIDE THE FOLLOWING CERTIFICATE AT THE TIME SHOP DRAWINGS ARE SUBMITTED. CERTIFICATE STATING THAT JOISTS ARE MANUFACTURED BY A MEMBER OF THE STEEL JOIST INSTITUTE AND CONFORM TO ALL REQUIREMENTS OF THE AISC STANDARD SPECIFICATIONS. 3. DELIVERY AND STORAGE: A. JOISTS AND ACCESSORIES SHALL BE HANDLED, TRANSPORTED, AND STORED AT THE JOB SITE IN A MANNER TO PREVENT PERMANENT DISTORTION OF ANY PART OR OTHER DAMAGES AFFECTING THEIR STRUCTURAL. INTEGRITY. DAMAGED ITEMS THAT CANNOT BE RESTORED TO LIKE -NEW CONDITION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. ALL ITEMS SHALL BE STORED OFF THE GROUND IN A WELL DRAINED LOCATION PROTECTED FROM THE WEATHER AND EASILY ACCESSIBLE FOR INSPECTION AND HANDLING. 4. MATERIALS: A. JOISTS & JOIST GIRDERS SHALL BE OF THE OPEN -WEB TYPE CONFORMING TO THE APPLICABLE SPECIFICATIONS OF THE AISC. JOISTS SHALL BE COMPLETE WITH ANCHORS, BRIDGING, CEILING EXTENSIONS, TOP CORD EXTENSIONS AND ACCESSORIES AS RECOMMENDED BY THE AISC AND SHOWN ON DRAWINGS. JOISTS BEARING ON MASONRY OR CONCRETE SHALL HAVE BEARING PLATES AND WALL ANCHORS IN ACCORDANCE WITH THE SPECIFICATIONS OF THE AISC UNLESS INDICATED OTHERWISE ON DRAWINGS. END JOISTS SHALL BE ANCHORED TO ADJACENT WALLS AT EACH LINE OF BRIDGING. B. SHOP PAINTING: JOISTS, JOIST GIRDERS AND ACCESSORIES SHALL BE CLEANED AND GIVEN ONE SHOP COAT OF PAINT. JOISTS & JOIST GIRDERS SHALL BE GIVEN ONE COAT OF RED OXIDE PRIMER CONFORMING TO SPECIFICATION I-T-P-636 OR TYPE I RED OXIDE SHOP PAINT IN ACCORDANCE WITH SSPC SPEC I F I CAT 1 0 15. SCALE, RUST, AND OTHER DETRIMENTAL MATERIALS SHALL BE PROPERLY REMOVED FROM THE FABRICATED MATERIALS BEFORE THE SHOP PAINT IS APPLIED REFER TO ARCH. FOR PAINT SPECS. JOISTS SHALL HAVE S.J.I RECOMMENDED CAMBER. 5. ERECTION: A. GENERAL: JOISTS & JOIST GIRDERS SHALL BE SET IN PLACE WITH SPACING AS INDICATED AND WITH CONTINUOUS BEARING AT JOIST ENDS. (MINIMUM BEARING ON STEEL 2 1/2" FOR K-SERIES (SEE PLAN FOR OTHER END BEARING CONDITIONS) -%" MIN. AT SLOPED SERIES JOISTS U.O.N.). SEE PLANS FOR J.GIRDER BEARING REQUIREMENTS. ANCHORAGE SHALL BE PROVIDED AS INDICATED WITH MINIMUM OF 2" FOR K-SERIES (FLAT) AND 4" FOR SLOPED SERIES EACH SIDE. CARE SHALL BE EXERCISED AT ALL TIMES IN HANDLING AND PLACING OPEN -WEB STEEL JOISTS. JOISTS SHALL BE SECURED IN PLACE AND BRIDGING INSTALLED PRIOR TO RECEIVING ANY CONSTRUCTION LOADS. THE CONTRACTOR SHALL COORDINATE JOIST LOCATION WITH THE ACCESS SPACE AND FIXTURE -PLACING REQUIREMENTS OF OTHER TRADES. PRIOR TO APPLICATION OF DECKING, JOISTS SHALL BE BRACED ADEQUATELY IN ACCORDANCE WITH RECOMMENDATIONS OF THE MANUFACTURER OF THE DECKING USED. BRACING SHALL BE APPROVED BEFORE ANY COVERING OR DECKING IS APPLIED. B. FIELD WELDING: WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.1 AND SHALL BE PERFORMED BY WELDERS QUALIFIED IN ACCORDANCE WITH THE REQUIREMENTS SPECIFIED THEREIN. C. TOUCH UP PAINTING: AFTER ERECTION OF JOISTS, CONNECTIONS AND AREAS OF ABRADED SHOP PAINT SHALL BE CLEANED OF ALL RUST, SCALE, AND FOREIGN MATTER AND SHALL RECEIVE TOUCH-UP PAINT OF THE SAME TYPE USED FOR THE SHOP COAT. 8. METAL ROOF DECK A. ALL METAL DECK MATERIAL, FABRICATION, AND INSTALLATION SHALL CONFORM TO THE CURRENT EDITION OF THE STEEL DECK INSTITUTE (SDI) "SPECIFICATIONS AND COMMENTARY" AND "CODE OF RECOMMENDED STANDARD PRACTICE". B. ROOF DECK TO BE GALVANIZED (G60) AND MEET OR EXCEED LOAD CAPACITIES OF VULCRAFT "B SERIES" METAL ROOF BUILD DECK AND CONFORM TO ALL SDI CRITERIA AND RECOMMENDATIONS. REFER TO STRUCTURAL PLANS FOR METAL ROOF A GENE DECK DECK SIZE, GAGE, ORIENTATION AND LOCATION. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION, SEE ARCH FOR PAINTING REQUIREMENTS. C. DECK SHALL BE PROVIDED IN A MINIMUM OF 3 SPAN LENGTHS WHERE POSSIBLE. D. METAL ROOF DECK IS DESIGNED AS A HORIZONTAL DIAPHRAGM. ALL WELDS SHALL BE 5/8" PUDDLE WELDS. WELDING PATTERN REFER TO THIS SHEET FOR TYPICAL ROOF DECK ATTACHMENT PATTERNS. E. PROVIDE ALL REQUIRED ACCESSORIES FOR A COMPLETE JOB INCLUDING DECK SUPPORT ANGLES AT COLUMNS AND DECK SPAN CHANGES, COVER PLATES, CLOSURES AND SUMP PANS. F. ROOF DECK WHERE INDICATED ON DRAWINGS SHALL BE 22 GAGE, TYPE "B" WIDE RIB, 0.0295" THICK, TO SUIT RIGID INSULATION ASSEMBLY, TOUGH TEMPER COLD ROLLED STEEL AND HAVING A MINIMUM YIELD STRESS (Fy) OF 33,000 PSI (0.1% OFFSET METHOD), AND CORRUGATED TO A PATTERN OF %"x6". THE DECK SHALL HAVE A MINIMUM SECTION MODULUS (SN) OF 0.192 IN.3/FT. WIDTH AND A MINIMUM MOMENT OF INERTIA (IN) OF 0.169 IN.4/FT. PROVIDE VENTING OF DECK WHERE REQUIRED BY ROOFING. 9. METAL ROOF DECK ATTACHMENT PATTERN DIAGRAM 36" a 36/5/2 PATTERN NOTES: 1. 5/8"0 PUDDLE WELDED CONNECTION AS SHOWN ABOVE TO ALL SUPPORTS. 2. PROVIDE #10 TEK SCREWS SIDELAPS PER SPAN AS INDICATED ABOVE EQUALLY SPACED. 3. WELD AT 6"O.C. AT PERIMETER SUPPORTS. COMPONENTS AND CLADDING WIND PRESSURE DIAGRAM FOR GABLED ROOF SCALD NTS ULTIMATE DESIGN PRESSURES (PSF) FOR COMPONENTS AND CLADDING SURFACES: ZONE EFFECTIVE WIND AREA ROOF SURFACES VERTICAL SURFACE O O 20H O 3oH O O PARAPET 10 S.F. OR LESS +23,-55 +50,-93 -81 +50,-93 -127 +50,-55 +50,-67 ±129 50 S.F. +19,-52 +45,-70 -78 +45,-70 -95 +45,-50 +45,-57 ±101 100 S.F. +18,-50 +43,-60 -76 +43,-60 -81 +43,-47 +43,-52 f89 200 OR LARGER +18,-50 +38,-60 -76 +38,-60 -81 +38,-42 +38,-42 ±83 NOTES: 1. "a" = 7.0 FEET. 2. "OH" = OVERHANG LOADS. 3. THE PROPOSED STRUCTURE IS LOCATED WITHIN A WIND BORNE DEBRIS AREA. 4. DESIGN PRESSURE VALUES FOR OTHER EFFECTIVE TRIBUTARY AREAS SHALL BE LINEARLY INTERPOLATED BETWEEN VALUES SHOWN. 5. THE DESIGN WIND LOADS PROVIDED ARE ULTIMATE VALUES AND SHALL BE USED WITH LOAD COMBINATIONS PER ASCE 7-10, CHAPTER 2. w Y a o Z a w m vi '= O w Q =) CD to 0) � U oo N N m a 0 F- Zpl Za w C) O-0) o C" O m N N U O_2^ o LLJ � aLLJ Z � w m O LLJ Q Z o uTw2 w c0 > n. 0 z a w %%%�- r a3� •��� wLAj c •' 'y Uw 0) 4 _ J�a 0 0 z Ld w V1 ii`��^ 1 • ' • F�y`� _e0 .%% WIND PRESSURE DIAGRAM AND GENERAL NOTES • Tv lf a N� T: E * eta a, c,� tt.. STRUCTURAL G. M. Hill Engineering, Inc. 9640 Sunbeam Center cite 1 Jacksonville Florid , Phone:904-28 82 Fax:904-503-4627 Certificate of Authorization No.26181 Web: www.gmhillengineering.com Job t 10-16-017-20 °C z O W zQ Um D U Wz zW z� �W Z z VJ ''^^ V/ :3 a0� Q m �C9 � Q Y Ow ^n^/ I I[ Lu of U Q = Of w U O �Wa �- lll LJ T0 HN� U w O w O a u- © FEB '16 THESE Pars AND THE INMRE N SHOWN HEREIN ME THE PMPUN Q m Wm ■ W M]ERLTS, PA MU REPPWUO OK DOCLOSIIRES OR USE WtEDF N RIRIIE CR N PWR IS DPIidSU' PRE I unm RIDHEr PaR - COMM. NO: 080215VB DATE: 18 APR. 2016 BY: TMP CH'KD: JDM m 0*2 A B 100'-0" OUT/OUT OF CMU 40'-0" 30'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" C1 S-3 P1 P1 P1 1 �.I F4.0 6F2. F4.0 ,F4.0 1CF2.0 0 CFJO _L 04 -� C3 r _ C2 C2 C2- '1I Al ,, I `�_ U " O o N A2 `* C.J. 3 �z = j5'-5% o > F5.5 C1 �` TYP. C3 C.J. O / / c3 F4.5 _ pfl = N U 1 U I TD-1 C1 O� B1 _ L CV 0 0 7 I C.J. M C4 F3.0 III 0 _ C 10'-0" 9 0 A3 0 4" CONC. SLAB REINF. w/ 0 6x6-W1.4xW1.4 WAR OVER _ S-3 10 MIL. 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S-4 CORNERS COLUMN SYMBOLS 0- INDICATES COLUMN BELOW 0- INDICATES COLUMN THRU -0- INDICATES COLUMN ABOVE 4 12" CMU WALL w/#6 VERTICAL REINF. 24"O.C. FOOTING SCHEDULE MARK SIZE REINFORCING REMARKS CF2.0 CONT x 2'-0" x 1'-0" (3)#4 CONT. TOP & BOTTOM w/#3 TIES 0 24"O.C. F3.0 3'-0" x 3'-0" x 1'-0" (3)#5 CONT. EACH WAY, BOTTOM F4.0 4'-0" x 4'-0" x 1'-0" (4)#5 CONT. EACH WAY, BOTTOM F4.5 4'-6" x 4'-6" x 1'-0" (4)#5 CONT. EACH WAY, BOTTOM F5.0 5'-0" x 5-0" x 1'-3" (5)#5 CONT. EACH WAY, BOTTOM F5.5 5'-6" x 5'-6" x 1'-3" (6)#5 CONT. EACH WAY, BOTTOM FOUNDATION NOTES: 1. REFER TO ARCH. FLOOR PLAN FOR ALL WALL OPENINGS, WALL LOCATIONS, DEPRESSED / SLOPING SLABS, ELEVATIONS & DIMS. 2. REFER TO SHEETS S-3 THRU S-5 FOR FOUNDATION SECTIONS AND DETAILS. 3. FOOTINGS & FOUNDATIONS SHALL BE IN ACCORDANCE WITH FBC CHAPTER 18. AND GEO-TECHNICAL INVESTIGATION REPORT. SEE PLAN FOR FTG. ELEVATIONS. 4. REFER TO SHEETS S-0.1 & S-0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. 5. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, PROCEDURES OR SEQUENCES. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 6. ® - DENOTES CMU WALL WITH VERTICAL REINF. (SEE PLAN FOR SIZE AND SPACING) IN GROUT SOLID FILLED CELLS. 7. S.F. - DENOTES TYPICAL STEP FOOTING ON PLAN - REFER TO DETAIL A3/S-4. 8. ■ - DENOTES GROUT SOLID FILLED CELL WITH REINF., SEE PLAN FOR SIZE AND SPACING OF REINF.. TYP. 9. NOT USED. 10. C1 - DENOTES CONCRETE OR STEEL COLUMN TYPE. REFER TO D4/S-5 FOR STEEL COLUMN TYPES. AND REFER TO DETAIL D2/S-4 FOR CONCRETE COLUMN TYPES. 11. TD-1 - DENOTES 8"x8" TURNDOWN EDGE w/ (1)#5 CONT., TYP. ® DOOR OPENING. 12. P1 - DENOTES CONCRETE PIER, REFER TO DETAIL C,/S-3. 13. REFER TO SHEET S-3 FOR COLUMN SCHEDULE. Y ^ - Z 0_ w M C/ ~ O w Q O (0 N O) O � U ON N N M a o C E-Q� zo l Z W U Q--cn CL0� z a U N D_ _ LLI Z = -j a r U C00 .. Mw J Q OZ 0 L0w= W (.0>D- •'• W'pf Q w : C, er `Q:2 G't gW p: z I IF� 0 LU Um D �U LLJ z zW z� QW Zz Q m LLI QV O 't � Q co UIL �L 0 o &° U 0 1- LLw � D< U0,0 H Ld w O D_ l.� F- z z W 0 U W w w z � rl' W a 0 N � W � r, \ � W Q o a z FOUNDATION AND SLAB PLAN © FE 3 '16 WM �S AND WE INPOR T)ON %0* HEMN ARE WE PRIPFRIY W D WPM WXff ANfN= PA AND FORoDwrEl , 06CImlm DR m NERD]F N N w N PAK R �y lEnm NDpUf w4m PFA1651d1. STRUCTURAL COMM. NO: 080215VB DATE: 18 APR. 2016 G. M. Hill Engineering, Inc. BY: TMP 9640Sunbeam Center Drive, Suite I CH'KD: JDM Jacksonville Florida, 32257 Phone:904-280-8244 SHEET No. Fax:904-503-4627 Certificate of Authorization No.2 Web: www.gmhillengineof Job #:10-16-017"20- T::rv 100'-O" OUT/OUT OF CMU 40'-0" 30'-0" 30'-0"1-0" 10'-0" 10'-0"; 10'-O" 1 '-0, ` 10'-0" 10'-0" 10'-0" 10'-0 10'-0" TB-4 Zj12 C2 3" DEEP JOIST TOP CHORD EXTENSIONS,; Ax1,A �4x4k' k4k1 6 44k4TYP.hYMX��4X4x/ AXAX114k4x�HSS 3x3HSS 3x3)j /4 /4 AX 1/4� 4 \ ROUTRIGGERAx OUTRIGGERmi- :.::.NZ4B B 2 B 2 B 2 B 2 B 2 8 2 6 2 6 2 T TT I TA3- C2 - C2 C2 C2 - C2 C2 - C2 I II C3 TYP. I I I I I I S-7 4" DEEP JOIST SEATS I II I -N' II ml M I I I I I I Imo- I I I I o 0°II 20K3 -JOISTS 05'-0"O.C. D 1 „ I' I I s-s 5_ I i I i i 2v Y - - Y-. I I • I1IIII1 5-'- Al C3I 5T1"B -- 6\\\ x C4 T n�PARAPET T PARAPET REFERTO 4DEEP JOIST SEATS EL.: +24'-0" J_ .7k �oat-a TB-1EL.: +24'-0" S-6 C1 NOTE 10,TYP0.3k S-g - I- TB1 0830228N8.8k 9-.4k 14 9.436N"D ao o ❑ o o 0 o ❑ o ❑❑ o r-1 B4 �B4 S-6REFER TO HSSxA rnmo \ V. AT PARAPET m a -DETAIL B3 S-7 STUB COLUMN, TYP. EAD-1 TYP. C1 T6 I REFERITO NOTES#11 I I I TYP. I i CD I Y3 10 B NB-3 Y Y REFER TO NOTE #12 co N N CS TYP. N OAI-15M PO 74' 0'-No c2CI I I T P4RAPET ID I A3 o m o KITCHEN HOOD BELOW I 1 EL.: +24 -0" 1 I N I I REFER T ARCH. &MECH. DWGS. I I I EL.: +24'-0" I I O.H. W8x10 I I I I I I I I S-6 C I i MAX. WT. 500 I W8x10 S-s% - - - I 10'-4y2" A3 +16 6 TMAU-2 I S-6 C5 REFER TO MECH. DWGS. I MAX. WT. 2,000# _ C 3 TYP. T/JOIST 32GBN9.1 k KEF-2 - - - 30G6N9.Ok S-7 30G6N9.Ok I C2 3 EL.: +17'-0" 10.4k 12.2k T0.4k TYP. (TYP. 0 FLAT ROOF) a I C1 - - - - C6 F I REFER TO NOTE #10 A1� C4 A2 I� TYP. I I I TYP. I I I TYP. I I I I I L KEF-1 S-7 I I I I I I I I I I N +16' 6" KITCHEN HOOD BELOW m I C5 REFER TO ARCH. & I ~ A2 + MECH. DWGS TMAU-1 C 1 MAX. WT. 500# REFER TO MECH. DWGS: F1I S-6 I ! MAX. WT. 2,000# I I I I I I S-6 i--l- I- - -4 M ml I ! I (?2K6 - JOISTS"O.C. U.O.N. I I I I I I I T PARAPET EL.: +21'-4" T PARAPET +16' 6" po N EL.: +21'-4" C5 I Iie N N N I I N N N N I l I I I I Ir I I I I I BB-1 I I I I I I I I I m TYP. - DL1 L-- ----- - - - - --- --- -- --- --- -- 4 T PARAPET T/JOIST EL.i +21'-4" Al EL.: +17'-0" S-6 (TYP. 0 FLAT ROOF) TB-1 PROJECT NORTH ROOF FRAMING PLAN COLUMN SWBOLs SCALE: 1/8" '-a' - INDICATES COLUMN BELOW O- INDICATES COLUMN THRU - INDICATES COLUM N ABOVE ROOF FRAMING NOTES` 1. REFER TO ARCH. FLOOR PLAN FOR ALL WALL OPENINGS, WALL LOCATIONS, ROOF SLOPES, ELEVATIONS & DIMS. 2. REFER TO SHEETS S-5 THRU S-6 FOR ROOF FRAMING SECTIONS AND DETAILS. 3. T/JOIST ELEV. VARIES, REFER TO THIS SHEET. 4. T/JOIST GIRDER ELEV. 16'-94". 5. REFER TO SHEETS S-0.1 AND S-0.2 FOR ADDITIONAL GENERAL NOTES & DESIGN CRITERIA. 6. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES, PROCEDURES OR SEQUENCES. FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR THE FAILURE OF ANY OF THEM T6CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS 7. ROOF FRAMING SHALL BE 1j" DEEP 22 GAUGE GALVANIZED G-90 STEEL ROOF DECK OVER STEEL JOISTS SPACED AT 5'-0"O.C. MAX., REFER TO DETAIL B1/S-7 FOR DECK ATTACHMENT PATTERN. ROOFING AT FLAT ROOF SHALL BE LIGHT WEIGHT INSULATING FILL, MAX. DECK, 1;}" MINIMUM OPEN. 8. ROOF PENETRATION SIZES AND LOCATIONS FOR ROOF -TOP MECHANICAL UNITS VARIES. CONTRACTOR SHALL COORDINATE WEIGHTS, CURBS, OPENINGS, AND SUPPORTS WITH ACTUAL EQUIPMENT SELECTED PRIOR TO FABRICATION AND INSTALLATION OF RELATED MATERIALS, REFER TO DETAIL B3/S-6. 9. REFER TO, DETAIL B3/S-6 FOR TYPICAL DETAIL AT ROOF OPENINGS. 10. TOTAL PANEL POINT LOAD ON JOIST GIRDER AT LOCATIONS SHOWN. THESE LOADS ARE NOT ADDITIVE TO THE LOAD VALVE PROVIDED IN THE JOIST GIRDER DESIGNATION. 11. DESIGN JOIST FOR VERTICAL LOAD OF R=t4.7k AT THE FIRST TOP CHORD PANEL POINT. (TYP. ALL JOISTS ADJACENT TO HSS4x4 PARAPET MEMBER). 12. DESIGN JOIST TOP CHORD FOR AXIAL LOAD OF R=t5.7k (TYP. ALL JOISTS ADJACENT TO HSS4x4 PARAPET MEMBER). 13. DU - DENOTES DECK SUPPORT ANGLE L4x4xY4 CONT. WELDED TO TOP OF JOISTS AND wA"0 EXPANSION BOLTS AT 2'-6". DL2 - DENOTES DECK SUPPORT ANGLE L6x4xWe (LLV) CONT. w/ 3'4"0 EXPANSION BOLTS AT 2'-0". J Y Q p ^ Z ❑- w m w a =) (00 (A0) (/) V N N M U) Q o o ~ • "t ZD I Z W 0 v 5-0) CL®LO a �w^ N N -� Q Z >- M 0 J Q 0' O Z 0 LO W M Ld c0 > o_ a U O N LLJ CL w 'rn a r ' WZ ItA N N a, LLJ W NW O ' iZ U M U Wz zW Z W W vl W O� Q ('�('� LJ__I O[ V C) Ym 01: LJL n `/ U U = Dt W U U Wpa �a- W�� F- [L UrnO F N LL w � 0_ O LL rn z 0 W w ROOF FRAMING PLAN © FEB '16 TIESE pV . MD TIE INFDNNATON Sl HEREIN ME TIE PMPFAIY DP wo pNQ8l5 EwaEr ARMTWT% PA MD PoYNIwcnoNA D45Dl u5 m u5E PINEDF N q M N P 6 f)IPI y PIiO- NB"" RIIIIDIII YiWNEItl PE1M55KN. STRUCTURAL COMM. NO: 080215VB DATE: 18 APR. 2016 G. M. Hill Engineering, Inc. BY: TMP 9640 Sunbeam Center Drive, Suite I CH'KD: JDM Jacksonville Florid' Phone:904-280- SHEET NO. Fax:904-503- 27 Certificate of Authorization No.26181 Web: www.gmhillengineering.com Job #: 10-16-017-20 nF VARIES CONCRETE PIER w/(8) #6 VERTICALS & #3 TIES ® 12"O.C., TYP. T/FINISHED GRADE EL.: SEE CIVIL DWGS. tl d , #6 DOWELS AT EACH VERTICAL, TYP. R d 3" CLR., TYP. 1'-8" SEE PLAN a w w V1 V 3 0 x V I N � 3 T/FINISHED GRADE EL.: SEE CIVIL DWGS.Lu � T/FTG. EL. SEE PLAN N) g a w U) wgw V)a SPREAD FTG., SEE PLAN FOR SIZE AND REINF., TYP. SECTION AT CONCRETE PIER — P11 C 1 SCALE: 3/4"=l'-0" TYPICAL WALL REINF., SEE PLAN FOR SIZE & SPACING, TYP. 12" CMU SEE PLAN, WITH HORIZ. JOINT REINF. ® 11 TYPICAL T/FINISHED GRADE EL.: SEE CIVIL DWGS. FILL ALL CELLS WITH CONCRETE - UP TO SLAB ON GRADE DOWELS TO MATCH VERT. REINF. w/ STD. HOOK INTO FTG. 3" CLR., TYP. " EXPANSION JOINT w MATERIAL, TYP. a — SLAB ON VAPOR BARRIER ON COMPACTED FILL, TYP, a m Z =1-I 1 —1 i l—III III —III ! C w uj T/FTG. N EL. SEE PLAN • d wZ wg Ena �— CONT. FTG. SEE PLAN SEE PLAN CENTERED UNDER/CMU WALL SECTION AT 12" CMU B1 © EXTERIOR WALL SCAI F 3/4"=1'-0" WINDOW, REFER TO /— ARCH. DWGS., TYP. TOP OF CMU WALL EL. REFER TO ARCH. DWGS. COLUMN SCHEDULE COLUMN MARK COLUMN SIZE REINFORCING BASE PLATE TYPE ELEVATION REMARKS C1 7%"x16" (4)#6 VERTICALS w/#3 TIES 0 8"O.C. - C2 7s/e"x24° IVERTICALS w/#3 TIES ® 8"O.C. - (2 TIES PER SET) C3 7%"x16" (L-SHAPE) (7)#5 VERTICALS w/#3 TIES 01 - (2 TIES PER SET) C4 11%%16" MIN. (4)#6 VERTICALS w/#3 TIES ® 12"O.C. - SLOPING COLUMN, REFER TO ARCH. DWGS. C5 12%12" (4)#6 VERTICALS w/#3 TIES ® 12"O.C. - C6 HSS 6x6xY4 _ BP-1 - REFER TO DETAIL C4/S-5 REFER TO DETAILS FOR CAP PLATE WINDOW, REFER TO ARCH. DWGS., TYP. CONCRETE SILL w/ (2)#5 CONT., REFER TO ARCH. DWGS. FOR EXACT DIMS. } W J Y Q p - a w _Z m W Q CO N0)Q Ui U 10 eq 04 W h�i Ih m N Q o o ~Q"t ZC I Z W 0 U O-O) a O Z J N U N = CLLd v Z H = J Q �m U LAj J Q WOZ w 0 WW2 W ca > 0- W \`\• w c�. •:y; W U Qr �� i4 � Q\ 6•. 111 i W O J- 0 o:Z� Lr U w w y. TYPICAL WALL REINF., SEE PLAN FOR SIZE & SPACING, TYP. a- }" EXPANSION JOINT 8" CMU SEE PLAN, WITH HORIZ. MATERIAL, TYP. JOINT REINF. ® 16"O.C., TYPICAL a 0 SLAB ON VAPOR SLAB ON VAPOR BARRIER ON BARRIER ON COMPACTED a m COMPACTED FILL, TYP. FILL, TYP. � a a I I I= -III III1 I I I I_I I I I I (11 I I III =:III: a iw FILL ALL CELLS WITH CONCRETE T/FTG. UP TO SLAB ON GRADE OIL EL. SEE PLAN DOWELS TO MATCH VERT. REINF. d w g w/ STD. HOOK INTO FTG. a • V' a 3" CLR., TYP. CONT. FTG. SEE PLAN SEE PLAN CENTERED UNDER/CMU WALL SECTION AT 12" CMU B5 © EXTERIOR WALL SCAI F- 3/4"=1'-0" z ()ILu O Z W V U Wz z� z� Q Lu Dz Cf) m� o� Q W Iv m 1� of Lu 0 Q S0 U 0 �Wa u- &0 H U LLJ w O d Li 8"x8" U-BLOCK CONT. BOND • • TOP OF CMU WALL BEAM w/(2)#5 CONT., TYP. EL. REFER TO ARCH. DWGS. 00 TYPICAL WALL REINF., SEE PLAN I•'. - ::1 • FOR SIZE & SPACING, TYR a TYPICAL WALL REINF., SEE PLAN TYPICAL WALL REINF., SEE PLAN g FOR SIZE & SPACING, TYP. " EXPANSION JOINT FOR SIZE &SPACING, TYP. z }" EXPANSION JOINT MATERIAL, TYP. }" EXPANSION JOINT 8" CMU SEE PLAN, WITH HORIZ. MATERIAL, TYP. w MATERIAL, TYP. > m 8" CMU SEE PLAN, WITH HORIZ. 12" CMU SEE PLAN, WITH HORIZ. - `'' JOINT REINF. ® 16"O.C., TYPICAL a JOINT REINF. ®16"O.C., TYPICAL SLAB ON VAPOR BARRIER z o ON COMPACTED FILL, TYP. JOINT REINF. ® 16"O.C., TYPICAL SLAB ON VAPOR BARRIER SLAB ON VAPOR a ON COMPACTED FILL, TYP. w BARRIER ON COMPACTED T/FINISHED GRADE T/FINISHED GRADE o T/FINISHED GRADE FILL, TYP. CIO EL.: SEE CIVIL DWGS. EL.: SEE CIVIL DWGS. IA F EL.: SEE CIVIL DWGS. -- -i- I i l �— X tl z �— X tl z FOUNDATION z -_III -1 1 f 1= I —III - 1111 ! ! 111 I rill g _ _ 1 III g =1=1I1=1I III—III=1 a I = I 1=111_II 111= = I— 1= SECTIONS AND DETAILS — _ z III "'=1 I III —III I 1 I 1=1 11=1 11=1 II- w © FEB '16 �. 1 IIMID I III III III III -I a FILL ALL CELLS WITH CONCRETE w — N ��� "'""s THE III_ 1 1 i. — != w UP TO SLAB ON GRADE FILL ALL CELLS WITH CONCRETE T/�G' T/FfG. PA N�npw,aN s�wwr, xR, 5 nSE ot � «ate a � T/FTG. DOWELS TO MATCH VERT. REINF. ,L rw ea arxau�oxs oscneu�s a � EL. SEE PLAN EL. SEE PLAN fi ME M * OR N . UP TO SLAB ON GRADE DOWELS TO MATCH VERT. REINF. z • w z #wt EL. SEE PLAN w/ STD. HOOK INTO FTG. ® a w g w/ STD. HOOK INTO FTG. ® a w COMM. NO: 080215VB DOWELS TO MATCH VERT. REINF. • w z " a • N a 16"O.C. UNDER WINDOWS a • a " wg 160.C. UNDER WINDOWS STRUCTURAL w/ STD. HOOK INTO FTG. a N a DATE: 18 APR. 2016 ° °' d 3" CLR., TYP. 3" CLR., TYP. G. M. Hill Engineering, Inc. BY: TMP 3" CLR., TYP. CONT. FTG. SEE PLAN CONT. FIG. SEE PLAN 9640 Sunbeam Center Drive, Suite I Cl Ji SEE PLAN FTG. SEE PLAN SEE PLAN CONCENTERED UNDER/CMU WALL CENTERED UNDER/CMU WALL Jacksonville Florida,32257 T. SEE PLAN CENTERED UNDER/CMU WALL Phone:904-280-8244 SHEET NO. Fax:904-503-4627 Certificate ofF % SECTION AT CMU A SECTION AT WINDOW SECTION AT 12" CMU Web: www.gmAnt.grnti°nN°.26�rin.6 1 A2 A3 hillengineeg. ® EXTERIOR WALL SCALE: 3 4"=l'-O" SCALE: 3 4"=l'-O" SCALE: 3/4 "=1'-0" Job#:10-16-017-20 OF a rn d 0 z w A3/S4.01 1I� U VERTICAL REINF, T2'-O' REFER TO COLUMN TIES, REFER SCHEDULE TO COLUMN SCHEDULE A3/S4.01 8"x16" CONCRETE COLUMN C2 A3/S4.01 tl� ' .. VERTICAL REINF., REFER TO COLUMN TIES, REFER V-4" SCHEDULE TO COLUMN SCHEDULE A3/S4.01 41 811x16" CONCRETE COLUMN C1 A3/S4.01 41 I U Rr°0 VERTICAL REINF., REFER TO COLUMN TIES, REFER 1'-4" SCHEDULE TO COLUMN SCHEDULE A3/S4.01 ®I 12"x16" CONCRETE COLUMN C4 A3/S4.01 71" U F TIES, REFER* o TO COLUMN SCHEDULE VERTICAL REINF., REFER TO 'Ter ° COLUMN ° VERTICAL REINF., TIES, REFER 1'-0" SCHEDULE REFER TO TO COLUMN COLUMN SCHEDULE 1 -4 SCHEDULE A3/S4.01 /I 8"x16"x16" CONCRETE COLUMN C3 12"x12" CONCRETE COLUMN C5 CONCRETE COL NAIL D2 PLAN VIEW SCALE: NONE PRECAST OR POURED LINTEL, (1) VERTICAL BAR IN SEE DETAIL C4/S-4 CONCRETE FILLED CELL, TYP. - MATCH WALL REINF. SIZE, SEE PLAN AT T SLAB EL. SEE PLAN HORIZ. J.T. REINF. w = vi (1) VERTICAL BAR IN Iw�3 • .t 8" SCALE: NONE NOTE: #30 FELT DO NOT PLACE RE-ENTRANT BARS BOND BREAKER, TYP. AT CONTROL JOINT LOCATIONS. �_,, .,_ _.......... __.;NER BARS (SEE FOUNDATION PLAN), TYP. AT CONTRACTORS OPTION PRECAST LINTELS MAY BE USED IN, LIEU OF POURED IN PLACE CMU LINTELS. ALL LINTELS SHALL BE MANUFACTURED BY: CAST-CRETE. ADDITIONAL STIRRUPS MAY BE INDICATED ON ON PLAN IF ADDITIONAL SHEAR REINFORCEMENT IS REQUIRED. PRECAST LINTEL LEGEND PROVIDE #3 TIES PER MASONRY LINTEL SCHEDULE F=GROUT FILLED/U=UNFILLED 8 16-1 B/1 T Pr- # OF REBAR IN LINTEL ��REBAR LOCATION B=60T,T=TOP NOMINAL HEIGHT NOMINAL WIDTH PRECAST LINTEL - 8F8-1B/1T NOTE: PRESTRESSING STRANDS BY MANUF. STOP JT. REINF. AT WALL CONTROL JT. (1) VERTICAL BAR IN CONCRETE FILLED CELL, TYP. MATCH WALL REINF. SIZE, SEE PLAN ELASTOMERIC SEALANT, TYP. - MASONRY CONTROL JOINT W.C.J. GREENSTREAK OR EQUAL PLAN AT CMU MARKED W.C.J. ON PLAN Dcl REINFORCING AT CMU OPENING C2 WALL CONTROL JT DETAIL SCALE: NONE PLAN VIEW SCALE: NONE CMU WALL RE (9 AS SHOWN ONINF. PLANS. O o117no 0 MIN. (1) VERT. IN FULLY GROUTED WINDOW OR DOOR CELLS EACH SIDE OF OPN'G. MATCH WALL REINF., SEE PLAN OPENING MASONRY JAMB DETAIL AT 4'-11 & LESSER OPNGS. U.O.N, ON PLAN CMU, WALL F. O AS SHOWN ONINPLANS. O a y :: o o MIN. (1) VERT. IN FULLY GROUTED WINDOW OR DOOR CELLS EACH SIDE OF OPN'G. MATCH WALL REINF:, SEE PLAN OPENING MASONRY AM6_ DETAIL AT 5'-0" & WIDER OPNGS. U.O.N. ON PLAN CONCRETE FILLED CELL, P. MATCH WALL REINF. SIZE, SEE PLAN JT TT rr HORIZ. J.T. REINF. 2`-0'YP. -1x4`OR 2x8 PT SYP BUCKS FASTENED TO MASONRY WITH SIMPSON 3/16" TAPCONS SCREWS ATI12"O.C. (MIN. EMBED 11/2" INTO CMU.) INTERSECTING—/ 'GROUT FILLED. WALL TIE CELL WITH REINF. INTERIOR/EXTERIOR SEE PLAN - FOR REINF. Ri PLAN T A T C Rr"-R S 1 C.M.U. JAMB DETAILS B2 C.M.U. CORNER JOINT PLAN VIEW SCALE: NONE � SCALE: NONE EXTERIOR & INTERIOR �4" STANDARD ACI BAR 1/4" JOINT DIAMETER LAP TYP. WITH SEALANT t/3 1/4" JOINT WITH SEALANT 1Z Z _ 5 IL aLLI ° / y ° ° ° ADD CORNER BAR ON ° d °° COMPACTED FILL ALL CONTINUOUS BARS COMPACTED FILL TO MATCH SIZE OF FTG. VAPOR BARRIER REINF. VAPOR BARRIER NOTE: ° ° STOP REINF. EACH SIDE OF JOINT, TYP. CONTROL JOINT a a CONSTRUCTION JOINT G.C. PROPOSE LOCATIONS TO FOR NOTES: ` ° d ° 1. REFER TO PLANS FOR SLAB REINF. CONT. FTG. SEE PLAN AND SCHD. NOTES: 2. t = SLAB THICKNESS, SEE PLAN. ° FOR SIZE AND REINFORCEMENT 1. REFER TO PLANS FOR SLAB REINF. 2. t =SLAB THICKNESS, SEE PLAN.. 3, CONTRACTOR SHALL CUT SLAB CONTROL JOINTS. WITHIN 8-24 HRS OF SLAB PLACEMENT. SLAB JOINT DETAILS Al CORNER--REINF. AT FTG. SCALE: NONE CONC. TIE & BOND BEAMS SCALE: NONE EXTERIOR 3 -BOND (50%) MASONRY UNITS AT INTERSECTION SCALE: NONE PRECAST LINTEL - 81`16-18/1T NOTE: PRESTRESSING STRANDS BY MANUF, FILL CELLS w/ CONCRETE (2)#5 CONT. TOP & BOTTOM w/#3 TIES 0 8"O.C. w/ 18" HOOK (ALT) IN 16" LINTEL BLOCK MASONRY MIN. BRG SEE PLAN NOTE: 1. CONT. REINF. TO EXTEND 24" BEYOND FACE OF OPENING TYP. NOTCH FOR VERTICAL REINFORCING (TYP.). :KING MORE THAN 5-4" EA. END (MAX. OPNG. SIZE 9'-411) SEE PLAN (2)#5 CONT FILL CELLS w/ CONCRETE MASONRY OPENING 5-4" OR LESS MIN. BRG. 8" EA. END 3" CLR., TYP. ^® Z IL m w a = ((0 (A a) O CV CV M M N mg H Z� I Z a Z g —0)h 0CD �OU-) F_ J N CL Q IW— J Q v Ld Z �m MLLi J a OZ MO if) w2 W (0>CL w .\�� \LLJ CCD U CW W 6•• 0 o 0 O•W �T*P' N z o z Y 0 F o: w �.y% y• u\`��` yw z °C O NOTE: Qm FOR EXACT LOCATION OF OPENINGS IMW SEE ARCH. DWGS.. SCALE: NONE SLAB ON VAPOR BARRIER ON COMPACTED FILL, TYP. w Z wg N Ci CONT. FrG. SEE PLAN SEE PLAN CENTERED UNDER/CMU WALL DOWELS 0 16"O.C. UNDER STOREFRONT w/ STD HOOK INTO FTG. (MATCH VERT. REINF. SIZE) 9SECTION @ DOOR OPENING(TD-1 9 SCALE: NONE Z SAME SIZE & NO. AS G. REINF. T/FTG. Ld a 3 Z EL.: SEE PLAN 00g N JtNd ° T/FTG. a d ° EL: SEE PLAN $ , 'd " 0 N d ° d ° d ° 1 2 a a1111111111IIIII IIIIIIIIIi— SEE PLAN &SCHEDULE o FOR FTG. SIZE & REINF. U M USE WHERE APPLICABLE STEP FOOTING DETAIL A2 A3 SCALE: NONE z� z � C4 �W z (Z "� Q m�•y-� M o� O� 0 cm U OQ = DVi O Wu)a f LL Dt 0N° w Of O rL lL Al 0 Z 0 w w W a 0 ATI Z FOUNDATION SECTIONS AND DETAILS © FEB '16 THESE Peas Mo THE INFORMAMN SH WN HEREIN ME THE PR4PERIY T SUM d[IR6E5 6NOEY ARQN= PA AND REPRORWRONS. pSCIOSUR6 M USE TIEIIEUF N MMpIE UR N W 6 WIMY Ply MWRfD NIIIIOIII WRRITld PEAU590N. X .� STRUCTURAL COMM. NO: 080215VB DATE: 18 APR. 2016 G. M. Hill Engineering, Inc. BY: TMP 9640 Sunbeam Center Drive, Suite 1 CH'KD: JDM Jacksonville Florida, 32257 Phone:904-280-8244 SHEET No. Fax:904-503-4627 Certificate of i; a Authorization No.261814 -- 1 Web: www.gmhillengineedng.com Job #: 10-16-017-20 OF j"x1j"x2'-O" STRAP ANCHORS WITH AT EACH END AT VERT. SPACING NOT EXCEEDING 16"O.C. - ALIGN W/ HORIZ. JOINT REINFORCING ADD VERTICAL REINFORCING AS SHOWN, SEE PLAN FOR SIZE BOND BEAM OR TIE BEAM, SEE SCHEDULE FOR REINFORCEMENT FEXTERIOR WALL OR INTERIOR WALL 7AND EMBED BENT ENDS iN FULLY GROUTED CELLS RAKE OUT INTERIOR WALL CAULK TO FORM CONTROL JOINT TYPICAL DETAIL AT INTERSECTION OF EXTERIOR AND INTERIOR CMU WALLS C.M.U. CORNER JOINTS�C1 ISO VIEW SCALI:-NONE SLAB EDGE OR OPENING CONSTRUCTION LAP WITH SLAB EDGE JOINT REINFORCEMENT rons �a o (1)#5 RE-ENTRANT BAR EACH SIDE OF OPENING AT MID. DEPTH J• �0, 135. CRACK CONTROL BARS AT EXTERIOR OPENINGS SECTION AT EXTERIOR AI- B ® OPENING SCALE: NONE REINFORCING SPLICE^� LENGTH SCHEDULE PER ACI 318 REINFORCING YIELD STRENGTH, Fy = 60 KSI CONCRETE COMPRESSIVE STRENGTH, F'c = 3,000 PSI SIZE OF BAR SPLICE (A) SPLICE (B) #3 V-4" 1'-10" #4 1'-10" 2'-5p #5 2'-4" 3'-0" #6 2'-9" 3'-7" #7 4'-0" 5'-3" #8 4'-7" 6'-0" #9 5'-2" 6'-9" #10 5'-10" 7'-7" #11 6`-6" 8'-5" REINFORCING SPLICE SCHEDULE SCALE: NONE GL: 3GG rLNIN d ° `a a °a A d ° ° a. O ° da a - d ad a a :d FIRST (3) TIES ° AT 3"O.C. °d DOWELS TO MATCH — COL. REINF. IN SIZE & NUMBER — — FIRST (3) TIES AT 3"O.C. FOR VERT. REINF. & TIES, SEE PLAN & COL. TYPES T/SLAB, TYP. Cn a- Of g�Q Z of oa 5 0 mV W00 J Q O 0 U Q Z 0 9" a CaU 10® d ° ° ° a a ° dI, a GRADE BEAM., SEE PLAN FOR SIZE AND REINF., TYP. *� SEE SCHED. FOR GRADE BEAM SIZE & REINF. C0 C E COLUMN DETAIL SCALE: NONE ALT. CIRCULAR COL. BLOCKOUT \fie STEEL COLUMN PLAN VIEW I Y- COL. & FTG. WRAP STEEL COLUMN WITH 15# I I STEEL COLUMN FELT PAPER, TYP. SEE PLAN ANCHOR BOLTS & BASE PLATE, REFER TO DETAIL Al/S4.3 I I EXPANSION JOINT MATERIAL, TYP. 4 SIDES i 1 N 1Y2" GROUT T/SLAB I 1 MINIMUM- . o IIIIIIIIII,IIIII � a ,II1111-III 131E 131 1 1i II TOP OF FTG q o e SEE PLAN AND SCHED. FOR FTG. SIZE AND REINF. REMOVE ALL STANDING WATER BEFORE GROUTING BASE PLATE NOTES: 1. DELETE ISOLATION JOINTS WHERE SLAB IS PLACED AFTER COLUMNS ARE SET. 2. FOR SLAB REINF. SEE PLAN. DSTEEL COLUMN DETAIL ® INTERIOR COL. SCALE: NONE CONCRETE BEAM SCHEDULE BEAM SIZE (WxD) REINFORCING, REMARKS MARK ELEVATIBEAM .N. 3-1 12"xl6" (2)#5 CONT. TOP & (2)#6 CONT. 14'-0" (4)#3 TIES 0 6"O.C. EACH END, REM 0 12"0,C• BOTTOM w/#3 TIES 0 12"O.C. B-2 8" x12 (2)#5 CONT. TOP & BOTTOM 8 -8" (4)#3 TIES ® 6-O.C. EACH END, REM 0 12" O.C• w/#3 TIES ® 12"O.C. B-3 8"xl 6" (2)#5 CONT. TOP &" BOTTOM 14'-0" w/#3 TIES @ 6 O.C. B-4 12"x16" (2)#5 CONT. TOP & BOTTOM 14'-0" w/#3 TIES 0 12"O.C. TB-1 8"x20" (2)#5 TOP & BOTTOM 17'-0" (*) w/#3 TIES 0 24"O.C. TB-2 8"x16" (2)#5 TOP & BOTTOM 17'-0" w/#3 TIES ® 24"O.C. TB-3 8"x12" MIN. (2)#5 TOP & BOTTOM w/#3 TIES ®24"O.C. VARIES RAKE TIE -BEAM TB-4 8"x14" (2)#5 TOP & BOTTOM 11'+10" w/#3 TIES 0 24 O.C. TB-5 12"x20" (2)#5 TOP & BOTTOM 17"-0" w/#3 TIES 0 24"O.C. TB-6 8"x17Yz" (2)#5 TOP & BOTTOM 16'-9Yz" w/#3 TIES 0 24"O.C. 88-1 8"x8" (1)#5 CONT. 10'-0" (*) DENOTES POCKET BEAM AT JOIST BEARING, DROP TOP BARS AND REDUCE STIRRUP HEIGHT FOR 17.5" DEEP. NOTES: 1. MINIMUM BAR SPLICE MUST BE CLASS "B". 2, FOR CONCRETE BEAMS DEEPER THAN 24", ADDITIONAL CONTINUOUS HORIZONTAL #5 BARS SHALL BE PLACED AT EACH FACE OF BEAM AND SPACED NO GREATER THAN 12" VERTICAL. 3. ALL TIE -BEAMS SCHEDULED DEPTHS ARE MINIMUM AND CAN :BE INCREASED TO MEET BLOCK COURSING. ADD (2)#5 AT MID -DEPTH IF INCREASE IN DEPTH EXCEEDS 8". 4. BEAMS NOTED AS 8" WIDE AND 12" WIDE SHALL BE 7%" AND 11%" WIDE (MASONRY DIMENSIONS). LAP TOP BARS AT MID -SPAN TONTBARS CLASS "8" LAP (TYP.) TOP BARS Q� d $ o CONT. N n d ° d L d d e 2" CLR. d TYPICAL BOTTOM d BOTTOM a .d4 BARS BARS AT ALL SUPPORTS iv ~ TYPICAL TIE SPACING LAP BOTTOM BARS 7STHR0UGHOUT BEAM CLASS "B" d d T TIE 0 3" U.O.N. L1 L2 L3 WALL/COL. DTH AND SPAN WALL/COL. WIDTH 1ST INTERIOR SPAN WALL/COL. WIDTH 2ND INTERIOR SPAN WALL/COL WIDTH SEE PLA SEE PLAN SEE PLAN SEE PLAN TYPICAL BENDING DIAGRAM FOR CONCRETE BEAMS NOTES: 1. REFER TO CONCRETE BEAM SCHEDULE ON THIS SHEET. 2. ALL BEAMS SHALL HAVE A MINIMUM OF 16" BEARING AT EACH END. Al CONCRETE BEAM SCHEDULE AND BENDING DIAGRAM STANDARD HOOK AT ENDS HOOK (2) BOTTOM BARS MINIMUM SCALE: NONE A3 co T/FTG. 1: -Y4"O F1554 GR. 36 STEEL CHOIR ROD W/ HEX NUTS, TYP. V.O. � 11x2"x l /2" ANCHOR BOLT DETAIL Scale: NONE N 6 N ILo Lo N C6 COL., SEE SCHEDULE OF COL., & BASE PLATE AISC MIN. TYPICAL (4) AB-1 2" 5" 5" 2" BOLTS, TYP. 1' 2„ q OF COL. & BASE PLATE 3/4" THICK BASE PLATE BP-1 SCALE: NONE DOVETAIL ANCHOR FOR CONDITION WHERE CONC. COL. IS SLOT EMBEDDED IN ERECTED BEFORE CMU BLOCK WALL, CONCRETE PROVIDE DOVETAIL ANCHOR WITH WIRE TIE AT 16" O.C. (BY MASONRY CONTRACTOR) FILL CELL CONCRETE WITH GROUT COLUMN FOR CONDITION WHERE CMU BLOCK WALL IS ERECTED BEFORE POURING CONCRETE COLUMN, EXTEND HORIZONTAL JOINT REINF. MINIMUM 4" INTO CONCRETE COLUMN TYP. WHERE CMU WALL ABUTTS INTO CONC. TYP DOVETAIL ANCHOR DETAIL SCALE: NONE Z a LLJ m � w Q Z:) CD N 0) U ON ,o N N W rry M M (n o 0 F Q d' Z Q 1 Z W Q o 00 p-rn SOU) Q � N ® v CL IAJ -j a Z = }M O Z Q �ErO MO W z LJ tD > CL Mill i J T p .�F. Ld Uj At �_ J 0 o Y 0 o :G'.� LLJ a I__IL 0 W z� UQ VU W Z z� C 4 VJ z ,Z O0\ Q �Y'1 Lid V v m CQ O LL ^LJL IJ rY�U aW W Uo�OIL LLI (1) ~ i— 0, 0 Urn I - c� IL U W D_ Lam. B4 W a I FOUNDATION Z SECTIONS AND DETAILS © FEB '16 THESE Pw,S MD 7HE INFORMATION SHIO HEREIN ME THE RIDPERIT W muno MOM RNSkY NigIRC15. PA w WROWCRONS, 06CLOS m M ME 1H"N MIpIE M N PNR 5 �T PAY HBIIED NIIpUf MSREN PFRIRSSpN. T „id tl 4 IX in , nr rT rs STRUCTURAL COMM. NO: 080215VE3 DATE: 18 APR. 2016 G. M. Hill Engineering, Inc. BY: TMP 9640 Sunbeam Center Drive, Suite 1 CH'KD: JDM Jacksonville Florida, 32257 Phone: 904-2804"# : SHEET NO. Fax: 904-503-4 Certificate of Authorization No.26181 Web: www.gmhillengineering.com [P5 Job #: 10-16-017-20 OF a rC CONT. PERIMETER ANGLE, SEE WORK POINT i PERIMETER EDGE ANGLE, PLAN FOR SIZE, TYP. T/JOIST-BOTTOM OF DECK ot T/PARAPET W SEE PLAN FOR SIZE, TYP. ROOF METAL DECK, SEE PLAN EL. SEE ARCH. DWGS. J a p AND NOTES ON SHEETS S-0.1 Y " ROOF METAL DECK, SEE PLAN AND NOTES AND S-0.2 i I Z Ld ON SHEETS 5-0.1 AND S-0.2 I" CLOSURE PLATE, i m w to TYP. I Q V) N N p 04 T/CONC. BM. I Q O m W M M EL. VARIES, SEE PLAN I I 8" LIGHT GAUGE METAL STUDS m N o ~ Q STEP BOTTOM OF BEAM I I AT PARAPET WALL - DESIGN Z Q 0 - 0 AS REQUIRED 3' DEEP TOP CHORD I BY SPECIALTY ENGINEER Ld o M cp O EXTENSION, TYP. STEEL JOIST, i I F Z Q a u7 U'- STEEL JOIST, SEE PLAN I STEEL STUB COLUMN, Q Q CN a CONCRETE SEE PLAN CONCRETE BEAM, SEE I SEE PLAN w U v BEAM, SEE PLAN AND PLAN AND SCHEDULE FOR REFER TO SECTION ~ Q w SCHEDULE FOR SIZE SIZE & REINF. A3/S-6 i Z = m & REINF. CMU WALL REINF. SEE PLAN O i 0 p w O Z FOR SIZE AND SPACING, TYP. CMU WALL REINF. SEE PLAN CONCRETE BEAM, SEE PLAN L30)j CONT., TYP. i J a � w 2 FOR SIZE AND SPACING, TYP. AND SCHEDULE FOR SIZE � & REINF. I I W ID > d 8" CMU SEE PLAN, WITH HORIZ. NOTE: i JOINT REINF. 0 16"O.C., TYPICAL REFER TO FRAMING PLAN i FOR END REACTION AT CONT. BENT PLATE OIL SOT/CONC. BM. JOIST, TYP. "x4"xO'-4" LONG, TYP. EL. SEE PLAN I ROOF METAL DECK, i SEE PLAN AND NOTES i ROOF METAL DECK, SEE AND NOTES ON SHEETS PLAN S-0.1 [,. LLJ z a N Q ,� I SE%� CTION AT ROOF %� SECTION AT ROOF SSE02 5-0.1 © EXTERIOR WALL SCALE: 3/4"=1'-0" Ca? GRIDLINE �� I �� SCALE: 3/4"=1'-0" ANDON i AND S-0.2 12 a€ ,I Q OIL T/PARAPET 2 �``� '�A. N A. EL. SEE ARCH. CONT . PERIMETER ANGLE, SEE I w DWGS. PLAN FOR SIZE, TYP. WORK POINTUj I c �.` v •' T/JOIST-BOTTOM OF DECK N° 8"x8" BOND BEAM w/(1) ROOF METAL DECK, SEE PLAN AND NOTES ON SHEETS 5-0.1 I �w , _ 6 a #5 CONT., TYP. AND S-0.2 I I } us'• : ° \ a .' ' o w �d'� �: CMU WALL REINF. SEE PLAN 8" CMU SEE PLAN, WITH I l w N �i /' '� .OIL, ��` FOR SIZE AND SPACING, TYP. HORIZ. JOINT REINF. ® T/PARAPET 0* �y�,, 16"O.C., TYPICAL STEEL JOIST, IPIP SEE PLAN I EL. SEE ARCH. r I STEEL JOIST, DWGS. a 1 PERIMETER EDGE ANGLE, r/AND �` L4x4xYa BRACE SEE PLAN 12 x8" BOND BEAM (1 i a 0 SEE PLAN FOR SIZE, TYP. 0- AT EACH JOIST, TYP. w/(2) #5 CONT., TYP. Z STEEL JOIST GIRDER, 0 O g ROOF METAL DECK, SEE PLAN 3" DEEP TOP CHORD PROVIDE L2Yzx %Y4 x 1'-0" 8" SEE PLAN W �- 0 NOTES ON SHEETS S-0.1 EXTENSION, TYP. STEEL JOIST, TOP & BOTTOM SIDES OF STUB ac m AND S-0.2 SEE PLAN COLUMN, TYP. Y4 TYP.CMU WALL REINF. SEE PLAN U REFER TO SECTION FOR SIZE AND SPACING, TYP. - �y•� W SECTION AT ROOF T/GONG. BM. EL. SEE PLAN A3/S-6 D we,• CONCRETE COLUMN, 4 1 CONCRETE BEAM, SEE PLAN AND © GRIDLINE "' 21) SCALE: 3/4"=1'-O" 12" CMU SEE PLAN, WITH HORIZ. JOINT REINF. 0 16"O.C., TYPICAL I I 1 wo o SEE PLAN SCHEDULE FOR SIZE & REINF. LJJ CONCRETE a o BEAM, SEE PLAN AND SCHEDULE FOR SIZE o PERIMETER EDGE ANGLE, & REINF. o 0 0 to STEEL JQ`ISTW ' _ to STEEL JOIST, I SEE PLAN FOR SIZE, TYP. SECTION AT ROOF � ^ a SEE PLAN �� �� L EMBED PLATE J"x7"xO'-7" q © GRIDLINE I SCALE: 3/4"=1'-O" ' g w/(2) )�%5" LG. WELDED STUDS, z CONCRETE COLUMN C5 CONT. - TYP. 8" CMU SEE PLAN, WITH HORIZ. JOINT REINF. ®16"O.C., TYPICAL BEYOND, SEE PLAN HSS 5x2xi I CLIP TO WALL 12"xB" CMU BOND BEAM, g � / n W L304 0'-5" SEE PLAN AND SCHEDULE — ---- - ROOF METAL DECK, SEE PLAN v J .4 CMU WALL REINF. SEE PLAN w/ x w/ (1) 0 AND NOTES ON SHEETS S-0.1 AND S-0.2 m O FOR SIZE AND SPACING, TYP. EXP. BOLTS., TYP. 00 < W Of m -- - T/CONC. BM. Q CONCRETE BEAM, SEE PLAN AND SLOPING STUDS - 6" METAL STUDS 0 16"O.C., Q EL. SEE PLAN SCHEDULE FOR SIZE & REINF. , I TYP., DESIGNED BY SPECIALTY ENGINEERCv p� OIL BOT/CONC. BM. I ILLIII O EL. SEE PLAN CONCRETE U O on - W EMBED PLATE J"x7"xO'-7" "0x5 CONCRETE BEAM, SEE PLAN AND rn r- rn p TMP2) LG. WELDED STUDS, EAM, SEE SCHEDULE FOR SIZE L.L a ILL 8"x8" BOND BEAM w/(1) - 12" CMU WALL I CONT. BENT PLATE "x4"x0' 4" g HEDULE ORNSIZED &REINF. &REINF. STEEL JOIST, F- U Ld 0 SECTION AT ROOF C 1 @ EXTERIOR WALL SCALE: 3/4"=1'-0" #5 CONT., TYP. BEYOND, TYP. _ _ r __1 _ _� �__ SEE PLAN w p C T/PARAPET ROOF METAL DECK, CMU WALL REINF. SEE PLAN 8"x8" BOND BEAM w/(1) CLIP CONNECTION SEE PLAN AND NOTES ON j FOR SIZE AND SPACING TYP. 5 CONT., TYP. EL. SEE ARCH. CMU WALL REINF. SEE PLAN BY LIGHT GAUGE _ SHEETS S-0.1 AND S-0.2 CMU WALL REINF. Ir OIL T/PARAPET DWGS. FOR SIZE AND SPACING, TYP. SPECIALTY ENGINEER, SEE PLAN FOR SIZE 8" CMU SEE PLAN, WITH EL. SEE ARCH. CMU WALL REINF. SEE PLAN TYP. " " , -- -- -- - ----. AND SPACING, TYP. HORIZ. JOINT REINF. 0 16"O.C., DWGS. FOR SIZE AND SPACING, TYP. 8' CMU SEE PLAN, WITH T/JOIST , " " TYPICAL HORIZ. JOINT REINF. ® EL. SEE PLAN 12" CMU SEE PLAN, 8" CMU SEE PLAN, WITH HORIZ. JOINT 16"O.C., TYPICAL 8 STEEL JOIST, I I WITH HORIZ. JOINT BOT /CONC. BM. REINF. ® 16"O.C., TYPICAL � N SEE PLAN REINF. 0 16'O.C., TYPICAL EL. SEE PLAN CONT. PERIMETER ANGLE, SEE a PERIMETER EDGE ANGLE, STEEL BEAM, PLAN FOR SIZE, TYP. g SEE PLAN FOR SIZE, TYP. ', I I SEE PLAN STEEL JOIST, 3'-6" SEE PLAN CONCRETE BEAM, SEE PLAN AND g a ROOF METAL DECK, SEE PLAN AND NOTES SCHEDULE FOR SIZE & REINF. ROOF METAL DECK, ON SHEETS S-0.1 AND S-0.2 a SEE PLAN AND NOTES ON w < 04 - L TYP. SHEETS S-0.1 AND mOIL 2„ S-0.2 00 T/GONG. BM. M _ in H SECTION AT ROOF T/JOIST EL. SEE PLAN CONCRETE BEAM, B4Lj OIL SEE PLAN AND -�--- © EXTERIOR WALL SCALE: 3/4"=1'-O" EL. SEE PLAN SCHEDULE FOR SIZE CONCRETE &REINF. ' a BEAM, SEE PLAN AND SCHEDULE FOR SIZE STEEL JOIST, SEE PLAN JIL8" - CMU WALL, SEE PLAN FOR REINF. & REINF. - -- ROOF. FRAMING Z BOT/CONC. BM. . SECTIONS AND DETAILS - - OILCONCRETE EL. SEE PLAN -- - - © �16 BEAM, SEE PLAN AND SCHEDULE FOR SIZE STEEL JOIST, SEE PLAN CMU WALL REINF. SEE PLAN FOR SIZE AND SPACING, TYP. I �p M THE INFORMATION SHOWN HERON ME THE OF PApNB� YR� WIDE OR & REINF. ( M9RU WORM wm o MONSOON. EMBED PLATE JN5"-7"HILL x0' a T o. w w/(2) Y2"0x5" LG. WELDED STUDS, TYP. 8" CMU SEE PLAN, WITHHORIZ. COMM. NO: 0802I5VB NQIL JOINT REINF. ® 16'O.C., TYPICAL CONCRETE COLUMN, ` I I 11 STRUCTURAL DATE: 18 APR. 2016 GC SHALL PROVIDE 8" CMU WALL REINF. SEE PLAN SEE PLAN E i G. M. Hill F,ngineering, Inc. BY: TNIP WIDE POCKET AT JOIST FOR SIZE AND SPACING, TYP. 9640 Sunbeam Center Drive, Suite 1 CH'KD: JDM BEARING. ,_ � -- ----�1-- Jacksonville Florida, 32257 8" CMU SEE PLAN, WITH HORIZ. JOINT Phone: 904-280-8244 SHEET NO. REINF. 0 16"O.C., TYPICAL Fax:904-503-4627 � itt Certificate of AuthorizationNo.26181Web: SECTION AT ROOF AT ROOF SECTION AT ROOF 91@SECTION www.gmhillengineering.com @ EXTERIOR WALL SCALE:3/4"=1'-0" EXTERIOR WALL SCALE:3/4"=1'-O" © EXTERIOR WALL SCALE:3/4"=1'-O" Job#:10-16-017-20 OF 0 cS z w d" .1 Y /A" TVn A 1 1/2" TYP. I N SPA 2" A ELEVATION SECTION A -A MINIMUM AISC TYPE 2 CONNECTION SCHEDULE MAXIMUM MINIMUM 2L 2L NO. NO. REACTION BM SIZE SIZE LENGTH BOLTS SPA 130 K W36, W33 1_43 1/2x5/16 20 1/2" 7 6 111 K W30, W27 L4x3 1/2x5/16 17 1/2" 6 5 71 K W24, W21 1_43 1/2x5/16 14 1/2" 5 4 40 K W18, Wt6 1_43 1/2x5/16 11 1/2" 4 3 24 K W14, C15, 1_43 1/2x5/16 8 1/2" 3 2 W12, C12 13 K W10, C10, 1_43 1/2x5/16 5 1/2" 2 1 W8, C8 1. BEAM TO BEAM CONNECTION SHOWN. BEAM TO COLUMN CONNECTION SIMILAR. 2. BOLTS SHALL BE 3/4"0 A325-N BEARING TYPE. SINGLE SHEAR ALLOWABLE BOLT CAPACITY = 9.3k. 3. WELDING MAY BE USED IN LIEU OF BOLTING. WELDS SHALL BE CAPABLE OF RESISTING LOAD SHOWN. 4. ALL BEAMS SHALL HAVE HORIZONTAL SLOTTED HOLE CONNECTIONS. 5. MAXIMUM REACTION IS BASED UPON 1 3/4" MAXIMUM FOR TOP FLANGE AND BOTTOM FLANGE COPE. 6. ANY BEAM SIZES OR REACTIONS OR CONNECTIONS NOT MEETING SCHEDULE CRITERIA SHALL BE DESIGNED PER AISC 9TH EDITION BY FABRICATOR'S SPECIALTY ENGINEER. TYP. BEAM -BEAM AND BEAM -COLUMN CONNECTION DETAIL STEEL JOIST GIRDER, SEE PLAN MECH UNIT MOUNTING FRAME VERIFY SIZE WITH EQUIPMENT PURCHASED A/C CURB DETAIL 2" SIDE LAP CE PERIMETER SUPPORT MINIMUM %"0 PUDDLE WELDS AT 6" AT PERIMETER SUPPORT, SEE SHEETS SOA & SO.2 #10 SELF TAPPING SIDELAP - SCREWS BETWEEN SUPPORTS, SEE SHEET SOA & SO.2 L4x4x% AT A/C UNITS TO CONNECT AT PANEL POINT OF JOISTS �gln mz a p n W WU Ym tin CE UM 0 zaQ oW UM STANDARD ASIC CONNECTION, SEE DETAIL D2/S-7 STEEL BEAM, SEE PLAN h T/STL BEAM EL. SEE PLAN — COPE BOTTOM FLANGE OF BEAM (2) Y'4"0x5" LONG EXPANSION BOLTS EACH SIDE OF BEAM, TYP. CMU WALL, SEE PLAN D2 STEEL TO CONC. CONNECTION SCALE: NONE STEEL JOIST, SEE PLAN 5" STEEL JOIST GIRDER, SEE PLAN P e P EMBED L5x5xY2 x 1'-0" WITH (3)X"Ox6" WELDED STUDS AND (2))z" Ox2O" LONG D.B.A. CONCRETE p BEAM/COLUMN, 1 SEE PLAN REFER TO C3/S-7 FOR —� PLATE SIZE C1 STEEL TO CONC. CONN. SCALE: NONE ® JOIST GIRDER METAL ROOF DECK, SEE NOTES AND DIAGRAMS ON SHEET SOA & SO.2 CE INTERMEDIATE SUPPORT MINIMUM %"0 PUDDLE WELDS —� PER 36" COVER WIDTH AT PERIMETER SUPPORT Z INTERMEDIATE SUPPORTS, SEE SHEET MINIMUM %"0 PUDDLE WELDS AT 6" AT PERIMETER SUPPORT, SEE SHEET SOA & SO.2 NOTE: ALL WELDS SHALL BE WITH WELDED WASHERS. EMBED PLATE Ys"x6"xO'-6" WITH (2)J2" Ox4" WELDED STUDS X" CAP PLATE w/(4) J"O BOLTS, TYP. i I I � I WELD AFTER I I DEAD LOAD IS IN PLACE, TYP. C2 JOIST GIRDER/JOIST SCALE: NONE © STEEL COLUMN JLL 1 1./IlY I VI\ VVIY IYLVIIVIY DECK ATTACHMENT DETAIL B1 CONT. PERIMETER ANGLE DETAIL SCALE: NONE SCALE: NONE METAL ROOF DECK, SEE - NOTES AND DIAGRAMS ON SHEET SOA & SO.2 STEEL JOIST, SEE PLAN —, TYP. STEEL JOIST GIRDER, SEE PLAN 3/16 2' �z O N :D STEEL JOIST, SEE PLAN L2x2xl/4 BRACE CAD MIDSPAN AND AS REQUIRED FOR UPLIFT CL GIRDER BY JOIST GIRDER MANUF. JOIST/JOIST TO STEEL GIRDER SCALE: NONE STEEL JOIST, SEE PLAN — BOLTED AT CHORD & INTERSECTIONS, TYP. DIAGONAL—� BRIDGING, SEE PLAN HORIZ. BRIDGING, SEE PLAN L2x3xYi6 W/(2) Y2"0x4" LG. EXPANSION BOLTS, (MINIMUM 8-O.C. GAGE), TYP. TYP. ® CONT. T&B BRIDGING CONCRETE BEAM, SEE PLAN D3 SCALE: NONE TYP. STEEL JOIST GIRDER, SEE PLAN TYP. PLATE 3/a'x6"xO'-6" MIN. EXTENSION, TYP. —STEEL COLUMN, SEE PLAN GIRDER SCALE: NONE ROOF HATCH OR MECH ROOF OPENING L4x4xy4 ANGLE FRAME, (4 SIDES) TYP. 3/16 3" SEE SECT. IF B4 BRACE IS REQ'D. S-7 STEEL JOIST, SEE PLAN JOIST SPACING NOTE FRAME NOT REQ'D. FOR OPNGS.12"SQ. OR LESS -B-2)I ROOF OPENING DETAIL UPLIFT BRIDGING AT CMU WALL, FIRST PANEL POINT OF SEE PLAN EACH JOIST, EACH END L4x4xY4xO'-8" w/(2) ------ V&4" LG. EXPANSION BOLTS, TYP. 0 5"O.C. GAGE Q1ll TYP BRIDGING ANCHOR DETAILS TYP. ® UPLIFT BRIDGING CONCRETE BEAM, SEE PLAN CMU WALL, SEE PLAN PLATE lCx4"xO'-6" MIN. EXTENSION, TYP. METAL ROOF DECK, SEE NOTES AND DIAGRAMS ON SHEET SO.1 & SO.2 STEEL JOIST, SEE PLAN — WELD AFTER DEAD LOAD IS IN PLACE, TYP. STEEL JOIST GIRDER, SEE PLAN (2h"O BOLTS 0 COLUMN — STEEL JOIST, SEE PLAN i Y'4" CAP PLATE w/(4) J"O BOLTS, TYP. STEEL COLUMN, SEE PLAN CL GIRDER C3 JOIST/JOIST TO STEEL GIRDER STEEL COLUMN SCALE: NONE ADDITIONAL L2x2x1/4 WEB MEMBER READ. IF LOAD FALLS AT 6" OR GREATER FROM PNL. POINTS (150# MAX) LOAD W/O BRACE) PIPING HANGERS, EQUIP. ETC. FLOOR OR ROOFta, > 6" JOIST PIPING HANGERS, EQUIP. ETC. JOIST BRACE DETAIL SCALE: NONE B3 @ CONCENTRATED LOAD SCALE: NONE A3 3/16 V 1 1/2 Y a o z w _ m W Q =) (0 to a O V) Q cV y a ro HMS z� I z W o (D O�rn a. z Q a m UM_ ^ U J N 0. = � Q Z H = J Qv rM U 4J �Oz J a wO 0 LO w = w to > a z a tii3� a� - . ...... /ii •. A, /Li 0� am A WN U W : "+ 4- 0% J L N a G�W W a•Q O Cn Li C4 SCALE: NONE B4 ROOF FRAMING SECTIONS AND DETAILS fiM � 4 $i w" Fx " # n STRUCTURAL 9640 Sunbeam Center Drive, Suite I Jacksonville Florida, 32257 Phone:904-280-8244 SHEET NO. Fax: 904-503-4627 Certificate of Authorization No.26181 ," Web: www.gmhillengineering.com Job #: 10-16-017-20 OF n °C z W� Q�'y'� W U Wz zco :1 CO LI Dz V/ CO O� Q W cn n� V0 �U_ LJL W at U U O fyoa N� Urn0 HNIL U w O cy- O� CL LM_ z 0 V1 W C w a 0 0 z © FEB '16 1 PUNS AND 1HE NFORNATON SHOWN HEREIN ARE THE PFAIM Ix EW 6NN614 FNNFT AMEM PA AID PEPRONICII n p5C109 w m 16E HEREOF N DOIE w N P 6 OOZY Pllo- HUM MIII=WWrEN PEOMM. COMM. NO: 080215VB DATE: 18 APR. 2016 BY: TMP CH'KD: JDM GENERAL NOTES 1. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE HEATING, VENTILATION; AND AIR CONDITIONING (HVAC) SYSTEMS.` 2. REFER TO TYPICAL DETAILS FOR ADDITIONAL INFORMATION REGARDING THE INSTALLATION OF DUCTWORK, PIPING, AND EQUIPMENT. 3. THE CONTRACTOR IS EXPECTED TO ORDER MATERIALS 1N SUFFICIENT TIME TO AVOID DELAYING THE COMPLETION OF THE PROJECT. DELAY IN DELIVERIES WILL NOT BE CONSIDERED A JUSTIFIABLE REASON FOR SUBSTITUTION OF MATERIALS. ' 4. THE CONTRACTOR SHALL COMPLY WITH THE 2014 FLORIDA BUILDING CODE AND ALL OTHER APPLICABLE CODES AND STANDARDS. 5. ALL REQUESTS FOR INFORMATION (RFI'S) SUBMITTED BY THE CONTRACTOR SHALL INCLUDE A PROPOSED SOLUTION. 6. INSTALLATION OF EQUIPMENT SHALL COMPLY WITH EQUIPMENT MANUFACTURER'S INSTALLATION AND CLEARANCE REQUIREMENTS. THE CONTRACTOR SHALL VERIFY INSTALLATION CLEARANCES WILL BE MAINTAINED AND DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER PRIOR TO THE ACQUISITION OF EQUIPMENT. 7. THE GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF THE DIFFERENT TRADES SO THAT INTERFERENCE BETWEEN PIPING, EQUIPMENT, STRUCTURAL, AND ELECTRICAL WORK WILL BE AVOIDED. ALL NECESSARY OFFSETS IN DUCTWORK AND FITTINGS REQUIRED TO INSTALL THE WORK PROPERLY SHALL BE PROVIDED COMPLETE IN PLACE AT NO ADDITIONAL COST TO THE OWNER. 8. THE CONTRACTOR IS RESPONSIBLE TO REPAIR, AT HIS COST, ANY DAMAGED ITEMS DUE TO WORK PERFORMED. 9. DUCTWORK, PIPING, AND EQUIPMENT LOCATIONS SHOWN ARE SCHEMATIC. PRIOR TO EXCAVATION, LAYOUT AND CONSTRUCTION OF THE MECHANICAL SYSTEMS; THE CONTRACTOR SHALL SUBMIT LAYOUT AND FABRICATION SHOP DRAWINGS FOR APPROVAL CONTRACTOR SHALL NOT COMMENCE WORK WITHOUT APPROVED SHOP DRAWINGS ON THE CONSTRUCTION SITE. 10. INSULATE ALL SURFACES SUBJECT TO CONDENSATION. 11. ALL DUCTWORK DIMENSIONS SHOWN ON THE DRAWINGS ARE THE INTERNAL CLEAR DIMENSIONS. 12. FLEX DUCTS SHALL BE ONE CONTINUOUS PIECE (NO SPLICES) AND SHALL BE A MAXIMUM LENGTH OF 10 FEET. 13. INSIDE AREAS OF DUCTWORK VISIBLE THROUGH DIFFUSERS, REGISTERS, GRILLES, AND LOUVERS SHALL BE PAINTED FLAT BLACK. 14. INSULATE ALL LOUVER PLENUMS AND BLANK -OFFS TO PREVENT CONDENSATION. 15. ALL RESTROOM MAKE-UP AIR SHALL BE BY WAY OF DOOR UNDERCUTS. 16. ALL NEW CONCEALED SUPPLY AND RETURN DUCTWORK SHALL BE GALVANIZED STEEL, EXTERNALLY INSULATED WITH 2.2 INCH THICK, 3/4 POUND DENSITY FIBERGLASS DUCTWRAP WITH VAPOR BARRIER. INSTALLED R VALUE SHALL BE A MINIMUM OF 6.0. SEAL ALL JOINTS AND SEAMS WITH GLASS FABRIC AND MASTIC MEETING UL 181. 17. THE CONTRACTOR SHALL PROVIDE A COMPLETE CERTIFIED TEST AND BALANCE OF EACH MECHANICAL SYSTEM IN ACCORDANCE WITH A NATIONAL STANDARD. SEE SPECIFICATIONS FOR DETAILS AND PROVIDE THREE (3) WRITTEN COPIES OF THE COMPLETED TEST AND BALANCE REPORT TO THE OWNER FOR REVIEW. 18. THE HVAC SYSTEM UTILIZES A RETURN AIR PLENUM. ALL MATERIALS EXPOSED WITHIN PLENUMS SHALL BE - SAL AVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE NON-COMBUSTIBLE OR SHALL H DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM 84. ALL NON-COMBUSTIBLE MATERIALS SHALL BE IN COMPLIANCE WITH SECTIONS 602.2.1 THROUGH 602.2.1.3 FBCM. 19. REFER TO ARCHITECTURAL AND/OR STRUCTURAL SHEETS FOR LOUVER MOUNTING HEIGHTS. 20. PROVIDE A 4-INCH THICK, REINFORCED CONCRETE EQUIPMENT PAD WITH 6-INCH BORDER ALL AROUNDFOR ALL EXTERIOR GRADE -MOUNTED MECHANICAL EQUIPMENT. 21. PROVIDE A 4-INCH THICK CONCRETE HOUSEKEEPING PAD WITH 4-INCH BORDER AND CHAMFERED EDGE ALL AROUND FOR ALL INTERIOR FLOOR -MOUNTED MECHANICAL EQUIPMENT. 22. PROVIDE COLD GALVANIZED PAINT ON ALL FIELD CUTS/WELDS OF GALVANIZED STEEL SUPPORTS AND THREADED RODS. 23. PROVIDE A SECONDARY DRAIN PAN UNDERNEATH AIR HANDLERS LOCATED ABOVE THE CEILING. PROVIDE FLOAT SWITCH IN THE SECONDARY DRAIN PAN THAT WILL SHUT DOWN THE UNIT. 24. ROUTE CONDENSATE TO HUB DRAIN AND TERMINATE INDIRECTLY. 25. THE REFRIGERANT PIPING SIZING AND ROUTING DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR SHALL TAKE INTO ACCOUNT LENGTH OF RUN, ELEVATION CHANGES, AND FIELD CONDITIONS. PROVIDE ALL ACCESSORIES REQUIRED FOR "LONG -LINE" APPLICATIONS. CONTRACTOR SHALL SUBMIT CALCULATIONS IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 26. ROUTE ALL UNDERGROUND REFRIGERANT PIPING 1N LONG RADIUS SCHEDULE 40 PVC CONDUIT. PVC CONDUIT SHALL BE 4" DIA FOR ONE SET OF LINES; AND 6" DIA FOR UP TO 3 SETS OF LINES. 27. THE BUILDING WILL HAVE A FIRE ALARM SYSTEM. PROVIDE A DUCT -MOUNTED SMOKE DETECTOR IN THE SUPPLY AND RETURN OF EACH AIR HANDLING UNIT. THE UNIT SHALL SHUT DOWN UPON ACTIVATION OF EITHER DEVICE. THE DUCT SMOKE DETECTORS SHALL BE INSTALLED BY THE MECHANICAL CONTRACTOR.' THE DUCT SMOKE DETECTORS SHALL BE PROVIDED, WIRED, AND INTERFACED WITH THE FIRE ALARM SYSTEM BY THE ELECTRICAL CONTRACTOR. 28. ALL TEMPERATURE SENSORS/CONTROLS SHALL BE LOCATED TO ALLOW THE PARALLEL APPROACH BY A PERSON IN A WHEELCHAIR AND MOUNTED 54" AFF. WHERE ONLY FORWARD APPROACH IS POSSIBLE, 1 SENSORS/CONTROLS SHALL BE MOUNTED 48" AFF. 29. ALL CHILLED WATER PIPING SHALL BE PRE -INSULATED AND SHALL UTILIZE SCHEDULE 40 THE CARRIER PIPING AND HDPE MATERIAL FOR THE CASING PIPING. ALL STEEL. P =ADDIIIONAL MANUFACTURED IN THE UNITED STATES. REFER TO SPECIFICATION SECTION 23 21 13.13 INFORMATION. HVAC �' Wiese 1 CS A 1 x12 AIR DEVICE TAG DESIGNATION SIZE 65 CFM AIRFLOW (CFM UC UNDER CUT DOOR 100 AIR FLOW AMOUNT (CFM) O1 REFERENCE NOTE X DETAIL NUMBER X4 SHEET DETAIL APPEARS TYPE OF EQUIPMENT X EQUIPMENT NUMBER X SECTION NUMBER X-X SHEET SECTION APPEARS Q POINT OF DISCONNECTION POINT OF CONNECTION SYMBOL DESCRIPTION HVAC 24x12 RECTANGULAR DUCT, FIRST FIGURE IS DIMENSION OF SIDE SHOWN (IN INCHES) 24x124 FLAT OVAL DUCT, FIRST FIGURE IS DIMENSION OF SIDE SHOWN (IN INCHES) 240 ROUND DUCT, DIAMETER SHOWN (IN INCHES) SUPPLY DUCT RISER RETURN DUCT RISER EXHAUST DUCT RISER F7 SUPPLY DUCT DOWN /,I RETURN DUCT DOWN ,< EXHAUST DUCT DOWN DUCT CONTINUES MVD MANUAL VOLUME DAMPER BDD L BACKDRAFT DAMPER MOTORIZED DAMPER FD FIRE' DAMPER (HORIZONTAL) FID FIRE DAMPER (VERTICAL) SID 10 SMOKE DAMPER (HORIZONTAL) SD SMOKE DAMPER VERTICAL (VERTICAL) F/SD 10 COMBINATION FIRE/SMOKE DAMPER (HORIZONTAL) F/SD 4 COMBINATION FIRE/SMOKE DAMPER (VERTICAL) sD DUCT -MOUNTED SMOKE DETECTOR ® DUCT ACCESS DOOR - TOP DUCT ACCESS DOOR - BOTTOM DUCT ACCESS DOOR - SIDE of �� DUCT RISE OR DROP IN DIRECTION OF FLOW' SQUARE TO ROUND DUCT TRANSITION TERMINAL UNIT CROSS HATCHED AREA 36 INCH MINIMUM CLEARANCE FOR HEATER ACCESS. MAINTAIN CLEARANCE. FAN POWERED TERMINAL UNIT SINGLE LINE DUCTWORK BELL MOUTH TAP W/MVD MVD HAS REMOTE CONTROL IN RIGID CEILING FLEXIBLE DUCT SUPPLY OUTLET (SEE AIR DEVICE SCHEDULE) zRETURN INLET (SEE AIR DEVICE SCHEDULE) ® EXHAUST INLET (SEE AIR DEVICE SCHEDULE) C LINEAR DIFFUSER ELBOW W/TURNING VANES ROTATING BEACON LIGHT CO CARBON MONOXIDE SENSOR CO CARBON DIOXIDE SENSOR N0 NITROGEN OXIDE SENSOR SMOKE DETECTOR A/V ANNUNCIATOR HUMIDISTAT ® REFRIGERANT SENSOR so DUCT SMOKE DETECTOR 0 THERMOSTAT Ts TEMPERATURE SENSOR .EC,BND SYMBOL I DESCRIPTION PIPING PIPE CONTINUATION PIPE ELBOW DOWN PIPE ELBOW UP -� BLIND FLANGE 3 CAPPED LINE 11 HOSE END CONNECTION ► DIRECTION OF FLOW PIPE PIPE TEE DOWN PIPE TEE UP UNION BALL VALVE BUTTERFLY VALVE (MANUAL) -� BUTTERFLY VALVE (MOTORIZED) GATE VALVE OS&Y GATE VALVE GLOBE VALVE TRIPLE DUTY VALVE ��I--- PLUG VALVE M 2-WAY DDC CONTROL VALVE M 3-WAY DDC CONTROL VALVE 3-WAY PNEUMATIC CONTROL VALVE ®H- BALANCING VALVE -®� BALANCING VALVE WITH PRESSURE TAPS PRESSURE REDUCING VALVE PRESSURE RELIEF VALVE 1` FLOW BALANCING VALVE MANUAL AIR RELIEF VENT II T AUTOMATIC AIR RELIEF VENT FLEXIBLE CONNECTION -� CHECK VALVE Y-STRAINER T PRESSURE/TEMPERATURE TEST PORT PRESSURE GAUGE THERMOMETER FLOW METER FM DDC FLOW METER FM DDC TEMPERATURE SENSOR PUMP u BASKET STRAINER W/ CLAMPED COVER Imo- SUCTION DIFFUSER I I NOTES: 1. TH S IS A GENERAL COMPILATION OF SYMBOLS AND NOT ALL SYMBOLS SHOWN MAY BE USED ON THE CONTRACT DRAWINGS. 2. SC EENED SYMBOLS OR TEXT (EXAMPLE: AHU) INDICATE EXISTING EQUIPMENT OR CONDITIONS. 3. SC EENED AND DASHED AND LINES INDICATE LINES HIDDEN IN VIEW. HVAC; ABBREVIATIONS FABBREVIATIONT DE SCRIPTION ABBREVIATION DESCRIPTION AC ALI ERNATING CURRENT, AIR COMPRESSOR ID INNER DIAMETER AF AIR OIL IN INCHES AFF ABOVE FINISHED FLOOR IN.W.G. INCHES OF WATER - GAUGE AFMS AIRFLOW MONITORING STATION IPS IRON PIPE SIZE AH AIR HANDLER KEF KITCHEN EXHAUST FAN AHU AIR', HANDLING UNIT KH KITCHEN HOOD AMP AMPERE KSF KITCHEN SUPPLY FAN ANSI AMERICAN NATIONAL STANDARDS INSTITUTE KW KILOWATT AS AIR, SEPARATOR L LENGTH ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING LAT LEAVING AIR TEMPERATURE AN' AIR CONDITIONING ENGINEERS LBS POUNDS ASME AM RICAN SOCIETY OF MECHANICAL ENGINEERS LF LINEAR FEET A/V AU IBLE/VISUAL LV LOUVER AWG AM RICAN WIRE GAUGE LVG LEAVING B BOILER LWT LEAVING WATER TEMPERATURE BDD BA KDRAFT DAMPER MAX MAXIMUM BHP BRI,KEHORSEPOWER MBH THOUSAND BTU PER HOUR BLDG BUILDING MCA MINIMUM CIRCUIT AMPACITY BMS BUILDING MANAGEMENT SYSTEM MIN MINIMUM BTU BRIIISH THERMAL UNITS MOCP' MAXIMUM OVERCURRENT PROTECTION CAC C014PUTER ROOM AIR CONDITIONER MSS MANUFACTURERS STANDARDIZATION SOCIETY CENT CENTRIFUGAL MVD MANUAL VOLUME DAMPER CFM CUBIC FEET PER MINUTE N NORTH CH CHILLER N/A NOT APPLICABLE/NONE ASSOCIATED/NONE AVAILABLE CHWR CHILLED WATER RETURN NC NOISE CRITERIA OR NORMALLY CLOSED CHINS CHILLED WATER SUPPLY NFPA NATIONAL FIRE PROTECTION ASSOCIATION CO CLEAN OUT NIC NOT IN CONTRACT CT COOLING TOWER OR COMPRESSION TANK NO NUMBER OR NORMALLY OPEN CU CONDENSING UNIT NTS NOT TO SCALE D DEPTH OA OUTSIDE AIR DB DRY BULB OAI OUTSIDE AIR INTAKE DC DRY COOLER, DIRECT CURRENT OD OUTSIDE DIAMETER DDC DIRECT DIGITAL CONTROLS OZ OUNCE DEG F DEGREES FAHRENHEIT P PUMP DG DO R GRILLE PH PHASE DH DU T HEATER PPH POUNDS PER HOUR DIA DI METER PPM PARTS PER MILLION DWV DRAIN, WASTE, VENT PROP PROPELLER E EXI STING PRV PRESSURE' REDUCING VALVE, PRESSURE REGULATING EA EXHAUST AIR OR EACH VALVE, OR POWER ROOF VENTILATOR EAT ENTERING AIR TEMPERATURE PSI POUNDS PER SQUARE INCH - ABSOLUTE EFF EF 1CIENCY PSIG POUNDS PER SQUARE INCH - GAUGE EWT ENTERING WATER TEMPERATURE PVC POLYVINYL CHLORIDE EDH ELECTRIC DUCT HEATER QTY QUANTITY EER EN RGY EFFICIENCY RATIO RA RETURN AIR EF EX AUST FAN RF RETURN FAN ENT EN ERING RH RELATIVE HUMIDITY ERU ENERGY RECOVERY UNIT RLA RUNNING LOAD AMPS ESP EXTERNAL STATIC PRESSURE RM ROOM ETC ET CETERA RPM REVOLUTIONS PER MINUTE EXT EXTERNAL RPZ REDUCED PRESSURE ZONE BACKFLOW PREVENTER FA FIRE ALARM RTU ROOFTOP UNIT FBC FLORIDA BUILDING CODE SA SUPPLY AIR FCO FLOOR CLEAN OUT SD SMOKE DAMPER, SMOKE DETECTOR FCU FA COIL UNIT SEER SEASONAL ENERGY EFFICIENCY RATIO FD FIR DAMPER, FLOOR DRAIN SF SQUARE FEET OR SUPPLY FAN FLA FULL LOAD AMPS SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS FPB FAN POWERED BOX NATIONAL ASSOCIATION FPM FEET PER MINUTE SP STATIC PRESSURE FPS FE�T PER SECOND SO SQUARE FT FIET STD STANDARD FT-H20 FE T OF WATER T TANK OR THERMOSTAT GA GA E OR GAUGE TMAU TEMPERED MAKE-UP AIR UNIT GAL GA LONS TYP TYPICAL GPD GA LIONS PER DAY UH UNIT HEATER GPH GA LONS PER HOUR UL UNDERWRITERS LABORATORIES GPM GALLONS PER MINUTE UNO UNLESS OTHERWISE NOTED H HEIGHT, HEATER, OR HUMIDIFIER V VOLTAGE HB HOE BIBB VA VOLT AMPERE HD HU DRAIN VAV VARIABLE AIR VOLUME HOA HA {JD-OFF-AUTOMATIC VFD VARIABLE FREQUENCY DRIVE HP HO��2ISEPOWER OR HEAT PUMP W WATT OR WIDTH HR HO R WB WET BULB HVAC HE TING, VENTILATING, AND AIR CONDITIONING WWF WELDED WIRE FABRIC HX HE T EXCHANGER YR YEAR HZ HE TZ W J Y a p - Z ° w m w Lz� a vl rn o 0 0 N N m U) U) OR o o ~ Q Z Z a 0 W o o On a �^ N p J a.. Z = U >_m LLj Ja O:f0o p Lnw= W tL ,dlllllll�e�,elllllll�n. .n�lllll���l�l���llllllo�. �' �iIIIIIIII�iIIIi�IIIIIIDi1 3. C��, 1W-11 1-IIII IIII IIII II �l O� 0 Um� JwL LLL 0 U (� W !�- w 0 LIJ (L Ii ' zLI L'' o I z 1--4 z z I w 0 0 U s w o o 1 w LL Z 0 LIJ I o � LU LLI w 00)Lo LU o ® o hw z IAY" 116 THESE PIhNS MD THE INFORIMTION SHDWN HEREIN PRE THE PRUPFRIT OF EDIAD DHRTW'AS DNNIET NIOHREOR, PA AND REPROWOT . OIS=SURE5 OR USE THEREOF IN WHOIE OR N pw IS ETP+RF.SSEY PRD- HINTED WRHOUT WHITEN PERMISSION. COMM. NO: 080215V5 DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLc Engineering, Inc. CH'KD: Kdc 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 Abb EET NO. Ij (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. NO.6106 16 ft 0 GARY A. WILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 O JEFF A. KIRKMAN, P.E. 65629 0 ADAM S. LEVINE, P.E. 77010 1 0 SAMUEL R. ALEXANDER, P.E. 55422 I OF REFERENCE NOTES 1 12x12 EXHAUST AIR RISER TO EXHAUST AIR DISCHARGE HOO D EAD-1 O ON ROOF. PROVIDE DUCT FITTING FROM RISER TO FULL SIZE OF HOOD INLET OPENING. BALANCING MOTORIZED 60 MIN RADE DAMPER DAMPER 2 PROVIDE 12 INCH DEEP INSULATED GALVANIZED STEEL BACKPAN FULL AIRFLOW MONITORING STATION. 0 PROVIDE DUCT TRANSITION AND SIZE OF LOUVER AND CONNECT 6 INCH EXHAUST DUCT TO BACKPAN. 12"4 CA DUCT CONTINUES FITTINGS AS NEEDED TO MEET _ SEAL AIRTIGHT. ---- PREIN'SULATED MANUFACTURERS MINIMUM VELOCITY � — ❑ I- =III=III � 3 10 FOOT KITCHEN HOOD WITH GREASE EXHAUST DUCT AND TEMPERED III - UNDERGROUND CHW - - I- O 8x8 CA DUCT REQUIREMENTS {TYP EACH AFMS IN —L — - I I— MAKE-UP AIR DUCTWORK RISERS UP TO ROOF MOUNTED KITCHEN AL ROOM 1- PIPE (TYP) _ EXHAUST FAN AND TEMPERED MAKE-UP AIR UNIT. PROVIDE DUCT TO AHU-2 EACH MECHANIC ) =L 12 12 12 111 - MINIMUM, MINIMUM MINIMUM I - FITTINGS AS NEEDED AT ROOF PENETRATIONS/FAN CONNECTIONS TO F III_CONNECT M =I❑I - SUPPRESSION LAND KITCHEN NCONTR LOCABINET THIISIEND. DE IRE 26"xl6 RA DUCT 30"x14" -= -I SA DUCT ❑ - 4 MOUNT AIR HANDLING UNIT AHU-4 BELOW ACOUSTICAL 11LE CEILING -I L = O AND HOLD TOP OF AIR HANDLING UNIT AHU-4 WITHIN 6 INCHES OF = II _ I = j I ❑ 1— CEILING FAN '' _III STACKED- _ - II NG MATERIAL BEDDI GROUND ,,SECTION - _:,;- _ aI".. _ 5 4 INCH CHILLED WATER SUPPLY AND RETURN PIPING IN UNDER INCH DEEP GALVANIZED I 18 E E STEEL OUTSIDE AIR PLENUM BOX TRENCH (REFER TO DETAIL THIS SHEET) INTO 1NE BUILDING: PROVID_—____ - _IN -GROUND ISOLA110N VALVES IN AN UNDERGROUND VALVE BOX FULL SIZE OF UNIT OPENING. a a ,'a t (�u� \✓� \✓ - ' SHEET . PROVIDE ISOLAl10N VALVES IN THE �f:(REFER. TO DETAIL THIS )�r- �- �- a- '� �r 'a- CHES ABOVE THE FLOOR: VIBRATION ISOLATION - \✓� \✓�' \✓� \✓�( I ❑ VERTICAL RISE INSIDE THE BUILDING AT 54 IN¢¢f;L_ G SHALL BE PRE -INSULATED PADS TYP 6 r � � PROVIDE PIPE CAPS ON ALL ENDS. PIPING 'I Ktl i:-Bl:;i:-tti,i:-sil: CHILLED WATER PIPING. PROVIDE IDENTIFICATION TAG CHW" ON —:t"cl:'�.'I-,:JEfl:�41,-`F<:>'G.. _F t7Q=Q=7Q=�(=$_ '� \✓ \✓ \✓� - EXTERIOR VALVE BOX TOP, PAINTED BLUE: \✓ \✓ \✓ S \✓ S \✓ s \✓ \✓_ \✓ \✓� \✓ \✓ \✓ \✓ \✓ \✓ \✓ \✓ \✓ \✓ _ $ _ $"$I "@I:.�ftl, "cl: -'Pcl:.''Ycl: L I�"�I,�I:�"dl,�"Ycl :f''$I� ❑ I— —ILL I�,!_`£il.��'Ycl:�'"i'cl�-'Ycl,�'h't,�"�.:� AHU - - - - - - - - - - - - - - - - - - - - - - ❑ I RN AIR NECK TO ASSIST WITH I— - - - - - - - - 6 PROVIDE BALANCING DAMPER IN RETURN CONCRETE 3 - - - _ _ _ _ _ = _ = =III=III—III-III—III— LOCAL RETURN AIR BALANCING. '. ❑ '.. —❑❑❑❑( ❑❑ �❑ I I I❑ I I! I L. I I I ❑. I I I❑ I I I❑ HOUSEKEEPING PAD II III LIB III III III I� Q7 PROVIDE Y2 x )' x 12 GA WELDED WIRE MESH AT RETURN AIR DUCT OPENING AND COVER ENTIRE RETURN AIR DUCT OPENING. 5 ENLARGED MECHANICAL ROOM 102 ELEVATION 7 ERGROUND CHILLED WATER PIPING TRENCH " 1'_0 UND ® 8X8 OUTSIDE AIR DUCT TO AHU-2 PROVIDE FIRE DAMPER AT EACH M-1 1/4 M-1 NOT TO SCALE FIRE WALL PENETRATION AND PROVIDE BALANCING DAMPER AND BMS 1 MOTORIZED DAMPER IN OUTSIDE AIR DUCT AT UNIT CONNECTION. CONNECT OUTSIDE AIR DUCT TO RETURN AIR DUCT AFTER SMOKE PANEL / \ j DETECTOR. AHU-3 FAN-VFD �❑ ❑ ❑ ❑ O9 FIELD ROUTE REFRIGERANT PIPING FROM UNIT TO EXTERIOR WALL THEN r DOWN AND OUT UNDERGROUND IN CONDUIT TO GRADE MOUNTED 8x8 CA DUCT �_ CONDENSING UNIT. HOLD PIPING AS HIGH AND AS TIGHT TO THE TO AHU-2 _TUB DRAIN PICS- 1 CS -A 1 CS -A STRUCTURE AS POSSIBLE. f. CS 12xl� CA DUCT DOWN TS 155 CF 125 CF 10 (TYP 4) --- - ASSOCIATED WITH AHU-2 10 AVERAGING TEMPERATURE SENSOR O I I, 1 15 T.. I�lNT",,F',:�GE ',^\' TEh�AN7 1;',4GE THERMOSTAT. 1 125 CF 11 FIELD ROUTE CONDENSATE FROM AHU-4 TO MECHANICAL ROOM AND FD TYPEY14 .1 TERMINATE INDIRECTLY AT THE ROOM HUB DRAIN. NUB DRAIN CR-A DISCHARGES TO SANITARY. K€EP PIPING AS HIGH IN THE SPACE AS „„ 30 x14 SA DUCT 1TYPICAL ALL RETURN ' ` POSSIBLE. PROVIDE CONDENSATE PUMP AT AHU-4 TO PUMP A CSCS=A 1 f 125 CF 8"4 60 CFM CS=A AlR DEVICES THIS AREA) CONDENSATE TO MECHANICAL ROOM FLOOR DRAIN. TO—C \ CS -A DAMPER f 1 12 12x12 OUTSIDE AIR RISER FROM OUTSIDE :AIR INTAKE HOOD OAI-1 ON MOTORIZED — BALANCING DAMPER ----- -- 1 6 60 CFM ROOF. PROVIDE DUCT FITTING FROM RISER TO FULL SIZE OF HOOD ---- SD SD --= CS -A INLET OPENING 25 CFM 890 7 TS 1 EF „0 ❑ 26"x16" RA DUCT AHU CS-A AHU 3 CS -A 125 CF 8 60 CFM D = ENLARGED MECHANICAL ROOM 102 2F 4 _ - M-1 1 /4" = 1'-0"' Ox14 6' 0 SUSPENDED AHU 1 x 2 TS - CDC 6"0 SA AND RA DUCT D x Url TYLER/UNION TWO PIECE CAST TO/FROM ELECT: ROOM AS C A 0� 1 IRON VALVE BOX, 6850 SERIES HIGH IN ROOM AS POSSIBLE 10"x12" TY C 30"x14" OR EQUIVALENT. PROVIDE CS --A ) SPECIAL ORDER CAP LABELED 270 FM R -A 8"0FD "CHW" TO DESIGNATE CHILLED 265 CFM 8 - A (TYP � ) 9 _ WATER APPLICATION. FD 3 COORDINATE OVERALL LENGTH o WITH FIELD CONDITION. r R 26%16" VALVE COLLAR FINISHED GRADE IN UNPAVED AREAS 9 L k.i f<cr`,�n 12x12 r 7 4 „ b ❑_❑_ 30 04 5A DUCT - - 1 - 12 M I❑ I —III —I . f I I II I IILII I II 26%16" RA DUCT R DUCT HEATER DH-3 CU _ AHU 30xl4 v JL J CR A o 2 " 675 CFM I ❑ 1 p' ❑ 80 - CU i o R 16xl4 MA KH (TYP. 3) 0 -1L' _ RISER STACKED FAN f 14'0 CA DUCT 3 f i i -� - 2 r ti ti M SECTION I of CS -A 6 4 ` ` -1 BUTTERFLY -LI R ❑ _- ® _ VALVE f - 460 CFM - ❑ I I ❑ IT 18 INCH DEEP GALVANIZED _ - R 8x12 120 r � �_ -_--- 12"4 (TYP 5) VIBRATION r STEEL OUTSIDE AIR PLENUM BOX - R -- -- --- CR-A ISOLAl10N PADS FULL SIZE OF UNIT OPENING. C; ❑ / CR-A AHU j12 EA RISER TRASSFER°I I I (TYP 6) n CU r-- 4(TYP. 2) - CD (TYP. 2 R ' 4 ( ) _ C 9 50 CFM,_a0e' c B GI`& — ❑ I ° R ° 125 CFM = o III CONCRETE -❑ 16xi2 EA RISER CD - I CU �/ - 11 ° =III ° ° ❑I= HOUSEKEEPING PAD q IORIEN SO AIRFLOA o iS AWAY FIR CU-1. 18x12 - y 3 ENLARGED MECHANICAL ROOM 101 ELEVATION o �.It�:,�n � � II—III_I I-111—III—III_III—III ILL_ -III .ILL � „ , „ M-1 1 /4 = 1'-0" CS -A 16x14 MA UNDISTURBED 450 CFM RISER t c r ,\r EARTH BEDDING ROCK (� TYP 5 CR-A Eiti�ANIT 5F4, Z C TENdaNT 1E C U- ( ) „ „ C 755 CFM NOTES: 48x20 INLET' R 30 x14 AHU (TYP. 3) 1. PVC EXTENSIONS SHALL NOT BE USED ON VALVE INSTALLATION. f 2. ALL CHILLED WATER SHUT-OFF VALVES SHALL BE BUTTERFLYI 1 „ „ 9 26"x16" VALVES. ONLY BUTTERFLY VALVES WILL BE ALLOWED 6 x16 A DUCT 2 R 2 UNDERGROUND. O SD =--= SD ---- DUCT ---- „„ M-1 3. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO 30 x14 SA DUCT HEATER DH-1 T COME UP TO 4 FT DEPTH BELOW FINISHED GRADE.I 12 x12 9 5 4. ALL CHILLED WATER VALVES SHALL BE INSULATED AND WRAPPED - / R AHU WITH A VAPOR BARRIER. UC 1 T — L , EF 50 CS —A LV 6 TYPICAL BURIED VALVE ,. CONCRETE - :500,�FM 225 CFM (TYP. 2) 2 /` f M-1 NOT TO SCALE HOUSEKEEPING PADI ❑ 1 3 "0 ' SS-A/8x8 TO HUB DRAIN L I f IN ROOM - --- M- 50 CFM AHU-1 FAN VFD LV BALA ING DAMPER _. I f, Sims Wilkerson Cartier BIAS PANEL 2 MOTORI D DAMPER Aga Engineering,Inc. cy 5 1991 A 121244 High Tech venue -Suit 00 X X Orlando, Florida 32817 2 ENLARGED MECHANICAL ROOM 101 LrILIA u w FL. CERT. OF AUTH. N0. 6106 9 - N ims W�trl►kemn Carde y I 0 GARY A. WILKERSON, P.E. 43167 . y EpMl� �n"m*. �. Q .� P.E. 53269 0 JEFF A. N KYLE J. CARTIER, N, P.E. 65629. �❑ FLOOR PLAN — MECHANICAL o MADAM S. LEVINE, P.E. 77010 M-1 1/8" = 1'-0" �tirda .r OSAMUELR_ALEXANDER,P.E.55422 I w Y a z_ a w m N H 0 w O co a Na,O in U N N Q O 2 wMr+) m N o I— Q za 00 z-I U 0�0) w CDwpm F z a a w� N N =� U 0-LLJ 0 N J Qv Z = Qw C) 0 m LLj J ¢ =Oz Enw= w co > IL H W a 70 LdInz U o 2rn C� Q o �,tt�lliM►t �f� / G s 6 STA� !?�_ 81/1 1111 M\\� II IZIIII II Z z Z ❑ Om via w o ,- ❑ �/ O Q U00 LL F- U L,J � 0 d 0 z z w s 0 0 tv LY w a O r o O a W n W LY C of I � W o 0 Z © MAY. '16 TMME PUNS MD THE INFORMATION SHOWN HEREIN ARE TIE PROPEAtt OF a&ORD OMENRA4 BYMEY MiCNAEQS. PA MO REPRODUO S. DMLOSURES OR ME 1HEREGF W WHOLE OR IN PART 6 D(PRESSLY PRO- HWED r W WwHEN PE MON. COMM. NO: OW215V6 DATE: 24 MAY, 2016 BY: TLC CH'KD: KJC �99ET, NO. I I aII I OF - REFERENCE NOTES O1 ROUTE CONDENSATE PIPING FULL SIZE OF UNIT CONNECTION TO ROOF J DRAIN AND TERMINATE INDIRECTLY. PROVIDE MIRO INDUSTRIES MODEL Y Q 1.5 PIPE SUPPORTS WITH ALUMINUM PIPE STRAPS FOR CONDENSATE Z ° w FLEX CONNECTION PIPING EVERY 5 FEET. ROOFTOP UNIT, MAKE-UP AIR m Lai vi ~ O O MAINTAIN A MINIMUM OF 10 FEET OF SEPARATION BETWEEN ANY 0 0 7 N SUPPLY DUCT EXHAUST DISCHARGE AND ANY OUTSIDE AIR INTAKE. #12x4" SELF TAPPING SCREW U N Li 1'0 CONDENSATE DRAIN THROUGH BASE RAIL AND TOP OF MOUNT AND SECURE CONDENSING UNIT ASSOCIATED WITH TMAU UNIT m V) o Q PIPED TO DRY WELL CURB 0 EACH CORNER AND 18" O.C. ON ROOF -STAND PER DETAIL THIS SHEET. N O Z p 1 BETWEEN CORNERS. TYP. ALL FOUR Z a o p— 0) '_1 / SIDES. ® FIELD ROUTE REFRIGERANT PIPING BETWEEN COIL SECTION OF AIR LJ o a D_ Of p tD HANDLING UNIT AND CONDENSING UNIT ACROSS THE ROOF AND 1— a g 0 LO RAISED CANT STRIP AND COUNTER SUPPORT PIPING WITH MIRO INDUSTRIES MODEL 1.0 OR 1.5 PIPE a J 04 REFER TO STRUCTURAL DRAWINGS STANDS. INSULATE ALL PIPING AND PROVIDE ALUMINUM JACKET ON N Q FOR CONNECTION OF CURB TO FLASHING (BY OTHERS) ALL REFRIGERANT PIPING. SUPPORT PIPING IN THE VERTICAL WITH PIPE v d U v STRUCTURE IN ORDER TO MEET THE n � -1 Q CLAMP TO LEG OF EQUIPMENT STAND. _ FBC WIND LOAD REQUIREMENTS ; Z EE < m INSULATION L) J a �LLI 0Z EXISTING METAL DECK (CUT ONLY 0 > a_a_ LOw2 LJ cD AT DUCT DROPS) L R-30 BATT INSULATION A. ROOFTOP UNIT INSTALLATION M-3 NOT TO SCALE I'p.n.-41 1 p 1; - Rill viI111111eX�.aIIII11i�X .tnalllllllllllllllltn,. �oIIIIIIII�iIIlillllllll�il f Ohl, 1 .'A ST F , W II II'II i {� WEATHER BAFFLE INSIDE RELIEF/INTAKE' HOOD o HOOD SUPPORT ANGLE m U �l (TYPICAL) BIRD SCREEN.. -_-< ----- - w ' w WELDED DUCT fli BASE SECURE HOOD TO ROOF CURB _ TO MIN 18 VENTED CUR W T GREASE ABOVE ROOF D B STAINLESS STEEL SCREWS' cn / _ ROOF CURB, FLASH AND SEAL � o TRAP DECK ---,-..EXTENSION 8' O.C. _ INTO ROOFING SYSTEM o i ll-1--� r 8" MIN o a o _ o _... 2 EAD 0 0 1 4v METAL DECK O .CONNECT DUCTWORK FULL SIZE AIR FLOW C°O '� � In OF THROAT OPENING WHERE llq m -,p\°--- -- SHOWN ON SHEET METAL PROVIDE CLEARANCE TO nz fl^plI Y * LL DRAWINGS: PROVIDE MOTORIZED COMBUSTIBLES AS REQUIRED r 0 C) OR BACKDRAFT DAMPER AS RECOMMENDED BY LOCAL CODES - OAI U SCHEDULED. 2 Q IK ROOF OPENING p' w 0 TMAU Q' 5 DUCT TERMINATION - ROOF MOUNTED INTAKE/EXHAUST HOOD 4 FAN - UPBLAST ROOF !MOUNTED GREASE EXHAUST lul � LL M 3 NOT TO SCALE M-3 NOT TO SCALE Q Ui w 4 R ® r ,' 0 o KEF ---- d � 2 2 NEOPRENE PAD AT ALL CONTACT POINTS. A/C HOUSING 22ga (0.031") 1"x22ga CONTINUOUS (TYP.) MIN STEEL STAINLESS STEEL STRAP SHALL PASS OVER UNIT TO O U 1-BEAM ON OPPOSITE SIDE, 1 KEF 2 ® 3 MIN 2 PER UNIT. STRAPS O SHALL BE SECURELY CD TIGHTENED SNUG AGAINST CD 4 O ISOLATOR PADS BEYOND. UNIT. O MIN. 4-PER UNIT 1 (l CONDENSING UNIT EQUIPMENT STAND EQUIVALENT TO I -BEAM �(2) #14 SMS AT EACH CD PRECISION ALUMINUM PRODUCTS, STRAP END TO 5TMAU MODEL ALUMA STAND COASTAL UNDERSIDE OFI-BEAM VERSION, MINIMUM 24 INCHES HIGH AS MEASURED FROM THE CONTRACTOR'S CHOICE FOR _OR_ z FINISHED ROOF DECK TO ATTACHMENT' O o BOTTOM OF CONDENSING UNIT. 24' MIN i N -y > MANUFACTURERS INSTRUCTIONS. .L- INSTALL IN .ACCORDANCE WITH - — ROOF DECK A/C HOUSING (4) #14 TEKS TO 22go (0.031") MIN STEEL HOUSING PER ANGLE 7 O I t< a r 4"x1-1/2"x14ga (0.078") o 6063-T6 ALUM. CLIP W/ (3) #14 -- z S.S. TEK SCREWS TO I -BEAM. \ MIN (4) ANGLES PER UNIT, (1) / J / \ © MAY. 16 THESE PUNS AND ISOLATOR PADS BEYOND. C PER GARNER. L O THE INlORM AD SHDWN HEREIN ARE THE MIN. 4 PER UNIT O PAANOr DREPROINRRnRDR45erkURES OR a w.: 1H AND RE HOIE OR INS. PART s UPRES LY USE ii TIDiEOF IN N}pIE OR IN PNif 5 IXPNfSSLY PRO ­ REFER•� NIRp1ED WRHdif WRRRIEN PEAISSION. R TO STRUCTURAL SHEET I -BEAM FOR ATTACHMENT DETAIL OF STAND TO ROOF. COMM. NO: oao215v5 DATE: 24 MAY, 20I6 e�2vR 1 Sims Wilkerson Carder BY: TLC 1991 Engineering, Inc. CH'KD: Kir- 1. 12124 High Tech Avenue - Suite 200 IN IMI" ROOF PLAN - MECHANICAL 0r7)380-Florida OFAX(2817 ROOFTOP CONDENSER SUPPOR STAND 1 FL.0 CERT. AUTH. NO.6-5900 T M-3 NOT TO SCALE FL:CERT.oFAUTfi.No.61o6 160 9 M-3 1 �8' = 1'-0' 7. Slms Wilkerson Cartle O GARY A. WILKERSON, P.E. 43167 - Engineermg b- ■ KYLE J. CARTIER, P.E. 53269 C3 JEFF A. KIRKMAN, P.E. 65629 0 ADAM S. LEVINE, P.E. 77010 G SAMUEL R. ALEXANDER, P.E. 55422 OF 0 V RETAINING ANGLES: MINIMUM 1-1/2"x 1-1/2"x 0.054 (16 GA) RETAINING ANGLES MUST OVERLAP STRUCTURE OPENING 1" MINIMUM AND COVER CORNERS OF OPENINGS. I I O2 CLEARANCE BETWEEN WALL OPENING AND SLEEVE PER MANUFACTURER'S INSTALLATION RECOMMENDATIONS. 0 STEEL SLEEVE: TYPE OF CONNECTION DUCT DUCT DIMENSION SLEEVE GAUGE �) ® BREAKAWAY ROUND OR 12"DOWN 26 I RECTANGULAR 13"-30" 24 ` b UL LISTED FIRE/SMOKE DAMPER WALL 5 SECURE RETAINING ANGLES TO SLEEVE ONLY ON 8 CENTERS WI 120 VOLT DAMPER 0 O1 1. 1/2 LONG WELDS; OR (POWERED OPEN) 9 2. 1/4" BOLTS AND NUTS, OR ACTUATOR 3. NO.10 STEEL SCREWS, OR 4. MINIMUM 3/16" STEEL RIVETS Q6 SECURE DAMPER FRAME TO SLEEVE ON 8" CENTERS WITH: 1. 1/2" LONG WELDS, OR 2 1/4" BOLTS AND NUTS OR DUCT WIDTH DOOR SIZE 5" THRU 18" 6" x 12" 19" THRU 36" 12" x 18" 37" AND ABOVE 18" x 18" 3. NO.10 STEEL SCREWS, OR 4. MINIMUM 3/16" STEEL RIVETS Q7 BREAKAWAY DUCT CONNECTION. ® ACCESS DOOR ON SIDE OR BOTTOM (COORDINATE WITH AVAILABLE ACCESS) Q9 SEAL OPENING BETWEEN WALL AND SLEEVE WITH APPROVED PACKING AND CAULKING. 1Q' FIRE/SMOKE DAMPER ASSEMBLY M-4 NOT TO SCALE 1 4"5 STAINLESS STEEL CLEAR VINYL -COATED AIRCRAFT CABLE PROVIDE 2%2"x1/2" NEOPRENE PAD AT EACH CONTACT POINT 3/8 INCH EYE & EYE STAINLESS STEEL TURNBUCKLE WITH MINIMUM 6 INCH TAKE UP FOR DISCONNECTION/ RECONNECTION OF STRAP FOR SERVICE 1/4"0 HEX WASHER HEAD (PROVIDE TWO STRAPS PER UNIT) CONCRETE ANCHORS REFRIGERANT PIPES ALL -THREAD SUPPORTS CONTINUED TO PIPE HANGER CONDENSING UNIT ATTACHED TO STRUCTURE (SEE SPECS) ABOVE (TYPICAL) PIPE SADDLE HAS FLEXIBLE CONNECTOR FLARED EDGES NOTCHED FILTER ACCESS TO FIT PIPE HANGER FLEXIBLE CONNECTOR CORNERS ARE INSULATED SUPPLY00eINSULATED OUTDOOR CLIPPED FLARED EDGES AIR DUCT AIR DUCT DUCT SMOKE DETECTOR AIR AIR FLOW FLOW 1/4" THICK NEOPRENE INSULATED CONDENSATE PAD BETWEEN AHU DRAIN, FULL SIZE OF AND SUPPORTS EQUIPMENT OUTLET FLARED END (TYPICAL) FLOAT SWITCH INTERLOCKED ALL INSULATION WITH UNIT LENGTH = TWICE PASSES THRU 1-1/2" DEEP, 24 GAUGE INSULATION O.D. .GALVANIZED STEEL CEILING C-STRUT TRAPEZE HANGER HANGER UNBROKEN AUXILIARY DRAIN `PAN (TYPICAL OF 4) PIPE SUPPORT - INSULATED HANGER NOTES: M-4 NOT TO SCALE 1. DO NOT BLOCK UNIT ACCESS PANELS WITH LOCATION OF ALL -THREAD: 2. SIZE AUXILIARY DRAIN PAN 2" LARGER THAN EQUIPMENT IN ALL DIRECTIONS. 1/4" ALL THREAD HANGER SUPPORT ROD 7 EQUIPMENT DX - ABOVE CEILING AIR HANDLER DISCHARGE DUCT To STRUCTURE (4 REQUIRED) M-4 NOT TO SCALE /` INTERNALLY LINED FAN HOUSING WHEN STANDARD SEALANT BETWEEN CONTINUOUS --- FORMED ALUMINUM CHANNEL AIR FLOW \ CONCRETE AND WALL TYP SUPPORT ANGLE . '.. , (TYP) FAN i GALVANIZED STEEL ` CEILING TILE INSULATED PLENUM CONTINUOUS FORMED ALUMINUM UNIVERSAL INSTALLATION DUCTWORK CHANNELS, (4 REQ'D) INSTALLED FLEXIBLE DUCT CONNECTION AROUND PERIMETER OF OPENING FAN OUTLET WITH INTEGRAL SEAL WEATHER -TIGHT BAC DRAFT DAMPER (TYPICAL) _ LOUVER CENTRIFUGAL FAN WHEEL GRILLE SUPPORT SCREWS WITH DIRECT DRIVE LOW RPM MOTOR (TYPICAL) INLET GRILLE SUPPLIED WITH FAN PLENUM ACCESS DOOR -/ NOTES 53� FAN CEILING MOUNTED CABINET EXHAUST FAN 1/4" NEOPRENE PAD (TYP) 1. PROVIDE AMCA 540 AND AMCA 550 RATED LOUVER. M-4 NOT TO SCALE 1/2"0 STAINLESS STEEL SLOPE PLENUM 15 DEG TO c�5 2. INSTALL LOUVER PER MANUFACTURER'S INSTRUCTIONS. EYEBOLT EMBEDDED INTO EXISTING CONCRETE EQUIPMENT DRAIN MOISTURE OUT LOUVER 3. PROVIDE RECESSED MOUNTING FRAME FOR FLUSH CONCRETE (TYP OF 4) PAD IN NEW 4" TALL O INSTALLATION IN WALL. INSULATE ENTIRE LENGTH CONTINUOUS FORMED ALUMINUM 3. PROVIDE WITH ALUMINUM BIRDSCREEN. IN 'SUCTION LINE REINFORCED CONCRETE SUCTION LINE, LIQUID LINE, HOUSEKEEPING PAD ATTACHMENT ANGLE FACTORY . 4. PROVIDE FACTORY FINISH/COLOR AS SELECTED BY AND CONTROL WIRE NOTE 1. DEMONSTRATE REMOVAL/REINSTALLATION OF STRAP FOR SERVICING TO OWNER PRIOR TO PROJECT COMPLETION. EQUIPMENT SUPPORT - CONDENSING UNIT/HEAT PUMP ON SLAB M-4 NOT TO SCALE OPEN WEB METAL OPEN WEB METAI JOIST (TYPICAL) C CLAMP WITH JOIST (TYPICAL, #100/4" SELF TAPPING CADMI PLATED SHEET METAL SCREWS EXTERNAL INSULATION CHANGER STRAPS , DUCT NTH STRAP HANGERS RETAINING CLIP -\ A #10x3/4" SELF TAPPING CADMIUM PLATED SHEET METAL SCREWS TO BE TIGHT AGAINST DUCT AND SUPPORT MEMBERS \\`\ (TYPICAL)_ \ R SIZES FOR RECT; MAXIMUM SIDE HANGER HORIZONTAL SUPPORT MEMBER MAXIMUM SPACING 30" 1" x 18 GAGE STRAP'- NONE REQUIRED 10'-0" 36" 1/4" ALL -THREAD ROD 1-1/2" x 1 1/2" x 1/8" 8'-0" 48" 1/4" ALL -THREAD ROD 2" x 2' x 1/8" 8'-0" 60" 5 16". ALL -THREAD ROD 2" x 2" x 1/8", 8'-0" 84" 3/8" ALL -THREAD ROD 2" x 2" x 1/8"'I 8'-0" NO POP RIVETS ALLOWED. DUCTS SHALL BE INSULATED AS REQUIRED BY THE SPECIFICATIONS. DUCT SUPPORTS - METAL DUCT HUNG FROM JOISTS NOT TO SCALE WELDED TO PERIMETER CHANNEL A A THE ARCHITECT. AND ATTACHED TO LOUVER 5. REFER TO ARCHITECTURAL AND STRUCTURAL PROVIDE ALUMINUM JACKET ON ALL AW INSIDE CONDENSING DR INGS FOR LOUVER MOUNTING HEIGHT. OUTSIDE PACK WITH ROCK WOOL UNIT HEAT EXTERIOR EXPOSED INSULATION (REFER 6. PROVIDE INSULATED METAL PANEL TO BLANK -OFF ALL PUMP PAD TO SPECIFICATIONS) UNUSED PORTIONS OF LOUVER. FINISHED GRADE SEAL OPEN END WITH NON TOXIC 6" MIN n n // 0 EXPANDABLE FOAM AND CAULK LOUVER - DUCT CONNECTION DETAIL a ii 11 SLAB , FOOTER '' /° WEATHER -TIGHT. EXTEND PVC 4" ABOVE PVC CONDUIT WITH _ - n u - - ,' _ PAD NOT TO SCALE SOLVENT WELDED JOINTS = ° ° - - I -I I=I I III= I I ,%; a - "" I I 1=1 11=1 I I=1 I I=1 I I III-III=T y -I 1=II[ 1T1---1Tf III=ll=L1J=1Tf=1 ;' a -I I (-III-I 1" MI (5) TYPE B DAMPER DUCT 0A 6" MAX EACH SIDE A .. •< NOTES: Q1 TYPICAL DRYWALL CONSTRUCTION O5 BREAKAWAY CONNECTION MAY CONNECT TO DUCT OR SLEEVE. 0 MINIMUM 1-1/2" x 1-1/2", 16 GAUGE STEEL RETAINING O6 ANNULAR SPACE BETWEEN DAMPER AND WALL OPENING SLEEVE ONLY; ON 8" CENTERS WITH: SHALL BE 1/8" PER FOOT OF WIDTH OF DAMPER, UNLESS OTHERWISERECOMMENDED BY DAMPER MANUFACTURER. 1. PREFERRED: No. 10 SHEET METAL SCREWS OR Q7 TYPICAL MASONRY CONSTRUCTION 2. 1/4" BOLTS AND NUTS 3. MINIMUM 3/16" STEEL RIVETS ® ACCESS DOOR SIZED TO ACCESS AND REPLACE FUSIBLE LINK 4. 1/2 LONG WELDS Q3 NO CAULKING IS REQUIRED ON FIRE DAMPERS OR FIRE DAMPER RETAINING ANGLES. ® UL LISTED FIRE DAMPER, SECURE DAMPER TO SLEEVE ON 8" CENTERS WITH: 1. PREFERRED: No. 10 SHEET METAL SCREWS OR DUCT WIDTH DOOR SIZE 6" THRU 18" 6" x 12" 19" THRU 36" 12" x 18" 37" AND ABOVE 18" x 18" 2. 1/4" BOLTS AND NUTS 3. MINIMUM 3/16" STEEL RIVETS 4. 1/2" LONG WELDS HORIZONTAL FIRE DAMPER ASSEMBLY NOT TO SCALE A A A A A A A A A A A A A I - LONG SWEEP 90 DEG ELBOW OR (2) 45 DEG BENDS 45 DEG BEND ROUTE CONDUIT UNDER SLAB FOOTER AND COMPACTED FILL. COMPACTED FILL SHALL BE AT 4" LIFTS TO GRADE. NOTES: 1. PVC CONDUIT SHALL BE 4"0 FOR ONE SET OF LINES, AND 6"0 FOR UP TO 3 SETS OF LINES. 2 PIPE PENETRATION - UNDERGROUND REFRIGERANT LINE_ S TO INTERIOR -1 M-4 NOT TO SCALE V CLEANOUT WITH REMOVABLE CAP L -� CLEANOUT WITH z REMOVABLE CAP COIL SECTION COIL SECTION V -H = FAN INLET NEGATIVE H = 1/2 IN (MIN) PRESSURE (IN.W.C.) + 1 IN L J _FAN OUTLET PRESSURE � J = 1/2 H (IN.W.C.) + 1/2 IN (MIN) ��nn VJ TERMINATE INDIRECTLY AT TERMINATE INDIRECTLY AT HUB DRAIN L = H + J + PIPE DIAMETER TYPICAL DRAW-THRUUNIT NOTE: I. FILL TRAP MANUALLY ON INITIAL START-UP. CONDENSATE - DRAIN DETAIL NOT TO SCALE • u • • 20 u to 0 • Ac • ' • • • .■ • LLI ■ • ■ • IIp,N....,,�I .d11111111n_n011111111. I I111; 0,",,,q ��aulllllllllllllllim�� = 'i0111111D�`"`'ollllllllly �h�,...Enl�l�le■...■nl� uurrrrr i I ,I l I� 11) I� I 1 1'11�1® MONOMER HUB DRAIN © MAY. iro SN THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE THE tU PROPERTY OF MND ORRDIM BNW WHITER. L = H + J + PIPE DIAMETER PA AND REPROWOR IN P DISC OBORES OR USE P THEREOF IN PRAM DR IN PDT 5 SURES O PRO- /-� HIBRE N1110Mf Wr11EM PEFA115510N. TYPICAL BLOW-THRU UNIT ( COMM. NO: 080215V5 DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLC 199Engineering, Inc. CH'KD: KJC 12124 High Tech Avenue - Suite 200 Orlando, Florida 17 )3 SHEET NO. (407)380.0400 FAX{407)380-5900 FL. CERT. OF AU TH: NO.6106 Sims 11'71kersoa C■rde 0 GARY A. WILKERSON, P.E. 43167 Engineering ■ KYLE J. CARTIER, P.E. 53269 0 JEFF A. KTRKMANy P.E. 65629 Yf O SAMUEL R. ALEXANDER, P.E. 55422 - U 9 FIRE SYSTEM INFORMATION MARK MODEL LOCATION KH-1 ANSUL, KH-2 ANSUL ANSUL R-102 CABINET - RIGHT END OF WETCHEMICAL KH-1, LEFT END OF KH-2 FIRE SYSTEM OPTIONS AND ACCESSORIES FULL INSTALLATION (INCLUDES PRE -PIPED HOOD(S) WITH DETECTION AND FACTORY C( CHROME SLEEVES FOR FACTORY PROVIDED APPLIANCES DROPS - INCLUDED METAL BLOW -OFF CAPS - INCLUDED GAS VALVE - INCLUDED - MECHANICAL SHUTOFF VALVE, 2 IN, (ANSUL) - PART# 55610 HOOD SUPPRESSION AGENT - INCLUDED -3 GAL. - [(1) 3 TANK(S)] REMOTE PULL STATION - STANDARD - INSTALLATION AT SINGLE POINT OF EGRESS FLOW POINTS SL HOODS PCU I 9 UTILIZED CONI 11 AVAILABLE IORDINATED INSTALL) LOCATE PANEL ON HOOD RIGHT SIDE FOR KH-1. 'PLY DETECTION MARK(S) PROTECTED BY FIRE SYSTEM NE; INUOUS FUSIBLE LINK KH-1 SECTION 1, KH-2 SECTION 1 TI 55 m Cn CIO 3 D CONTROL PANEL NOTE: 2 SYSTEMS TOTAL NEEDED, ONE FOR KH-1, ONE FOR KH-2. U^^M IIJDnD\IATInKI HOOD NO. MARK MODEL HOOD DIMENSIONS (IN. I HOOD HOOD TEMP RATING EXHAUST PPLY TOTAL WEIGHT LBS. SECTION LOCATION LENGTH WIDTH HEIGHTCONSTR. TOTAL COLLAR(S) TMAU I CFM AC CFM CFM WIDTH ILENGTHI DIA. I CFM S.P. * KH-1, KH-2 GHEW-120S 120 54 24 43055 WHERE EXPOSED 600 DEG F 2250 12 16 2250 0.475 1800 380 SINGLE HOr) l INFORMATION HOOD NO. MARK LIGHTING DETAILS GREASE FILTRATION DETAILS UTILITY CABINET(S) FIXTURE TYPE BULB /LAMP INFO CITY FOOT CAN LES TYPE / MODEL MATERIAL CITY SIZE (IN.) L H LOCATION FIRE SYSTEM CONTROLS TYPE SIZE MODEL INTERFACE * KH-1, KH-2 INCANDESCENT(GLOBE) 10OW A19 (BULBS NOT INCL.) 3 41 35 BAFFLE STAINLESS STEEL 0 16 20 LEFT ANSULR102 3 KF SWITCHES 6 20 01 IODI V DI CAII IRA INCn0"ATInKI HOOD NO. MARK POS. TYPE SIZE (IN.) INS LATED DAMPER(S) LED LIGHT(S) SUPPLIED CITY TOTAL CFMITYPE1 COLLARS L W H MOUNTING I CITYW I L DIA. CFM I S.P. VEL. * I KH-1, KH-2 IFRONTI ASP 1 132 1141 10 1 YES I N 1800 IMUAI FACTORY 1 2 1101241 1 900 1 0.12 540 REAR INTEGRAL AIR SPACE Z v C') ; N c B8 .O �2 T_ 12.0 40 IN. OC T. C) n AFIELD TEMPEROT RE SEN SORESS QUIRE o I o 10.0 10.0 o 7.0 L�-_� I L� i< 0 2 .0 2 .0 33.0 66.0 33.0 60.0 60.0 12.0 120.0 ;znn. SECTION 1 PLAN VIEW 2W 2 FP 1 FP 245 245 2 FP 2 FP 24" Shelf 2 FP 6.0 15.0 m m 0) '� A =- C m r C. r A x O- m x. - 0x 0 N 3NOD N N W A <N m�X 0. CCp x �D 0 =x �Orn =Orn �rn CD CD CDm2 �2 SECTION 1 ELEVATION VIEW NOTE: * KH-1 AND KH-2 ARE IDENTICAL - INFORMATION APPLIES TO BOTH HOODS. THERE ARE TWO (2) HOODS FOR THE PROJECT. 12" 1 TEMPERATURE ; SENSORS 18.0 4.0 0 10.0 24.0 PERFORATED 7 It AIR CURTAIN ' UL LISTED LIGHT FIXTURE CHROME APPLIANCE DROPS 80.0 - UL LISTED ABOVE STANDARD BAFFLE FILTER FINISHED FLOOR . REMOVABLE GREASE CU W/ CONCEALED GREASE TROUGH INTEGRAL AIISPACE HUOU UF' I IUNS (f KOV IUL) UL 710 LISTED W/ OUT EXHAUST FIRE DAMPER - UL #MH11726 BACK INTEGRAL AIR SPACE -31N WIDE 18 IN HIGH CEILING ENCLOSURES - FRONT LEFT RIGHT - FIELD INSTALLED FACTORY MOUNTED EXHAUST COLLAR(S) PERFORMANCE ENHANCING LIP (PEL) TECHNOLOGY STANDING SEAM CONSTRUCTION FOR SUPERIOR STRENGTH VARIABLE FLOW FOR ENERGY CONSERVATION • m• • e e u • LLI• • • • • ■ LLI ■. • ■ • ■ • LLI • • > ■ 'I�,....•°�� ,nllllllin■�,allllllue III'■■..•nl� �II�IIIIIIIIII�IIIllIIuIII . AR IlIIIII�I�II�llillll�l��ld .,....., 1 Y • F i �� a •- J I� cI 1 � I � • I 1 I 1 , ■ • Ilion ®®.®®®® U © MAY. '16 THESE PLMS AND THE INFORMATION SHOWN HEREIN ME THE PROPERTY OF IDWID MM" BINNIEY MW M. PA AND REPROdIC110NS, DISCLOSURES OR USE EDF IN {MITE OR IS EIiPIESAY F WIRED WWREI PERNbSW. MARK: KH-1 SECTION VIEW COMM. NO: w215V5 DATE: 24 MAY, 2016 ENCLOSURE PANEL INSTALLATION DETAIL FASTEN TO WALL HARDWARE BY OTHERS 5/16" BOLTS PROVIDED BY MANUFAC CLAMP HOOD TOP PROVIDED BY MANUFACTURER HOOD HANGING HEIGHT FOR FIRE SYSTEMS VERIFICATION OF HOOD HANGING HEIGHT ABOVE FINISHED FLOOR (A.F.F.) IS REQUIRED FOR CORRECT PLACEMENT OF FIRE SYSTEM NOZZLES. RECOMMENDED HANGING HEIGHT = 80" FROM FINISHED FLOOR TO LOWER FRONT EDGE OF HOOD. SUPPLY PLENUM HANGER BRACKET DETAIL TYPICAL HANGER BRACKET o ° �3.6 3.6 SUPPLY PLENUM LENGTH HOOD HANGER BRACKET DETAIL NOT TO SCALE O Tf{RE DED ° ° ROD (/2") TYPICAL HANGER BRACKET WASH R ON HOODS OVER 12O" HANGER b REFERENCE SCALED DRAWING FOR BRACKET �. ACTUAL LOCATIONS 1/2" UT p YPICA�L HOOD NGING METHOD H 3.6 3.6 ' HOOD LENGTH Slm5 Wilkerson Camel BY: Engineering, inc. CH'KD: 12124 High Tech Avenue- Suite 200 Orlando, Florida 32817 OV EEl FL. ERT. OF AUT . NO 6106 380-0400 FAX 0 1601.9 0 GARY A. WILKERSON, P.E. 43167 ■ KYLE J. CARTIER, P.E. 53269 y 0 JEFF A. KIRKMAN, P.E. 65629 0 ADAM S. LEVINE, P.E. 77010 0 SAMUEL R. ALEXANDER, P.E. 55422 OF - CONTROL INFURMA I IUN ELECTRICAL CONTROL PACKAGE USER INTERFACE FANS CONTROLLED MARK MODEL LOCATION TYPE LOCATION MARK TYPE VOLT PHASE HP KFCC CABINET - RIGHT END OF KH-1, LEFT END OF KH-2 ITCHES CABINET - RIGHT END OF KH=1, LEFT END OF KH-2 KEF-1 FOR KH-1/TMAU-1 FOR KH-1 EXHAUST 208 3 1 KH-1 CONTROLS, KH-2 CONTROLS KEF-2 FOR KH-2/TMAU-2 FOR KH-2 SUPPLY 208 3 1 I RA,f,.I Far, Mark I HP I Volt IPHI FLA I Wire I Breaker I T Oty. Fan Switches (0-3) X Exhaust in Fire T Qty. Light Switches (0-3) X MUA Interface 0 Qty. Temp. Switches (0-1) X Lights Out in Fire One Switch for L & F X Fire Relay (#1) X Digitial Temperature Interlock Extra Fire Relay (#2) 1 Mounted Sensors - Factory Extra Fire Relay (#3) O Mounted. Sensors -Field DPDT Relay w/SF Heat Switch�Tempering SW DPDT Relay w/EF Cool Switch/' Off Delay Relay AD Switch SF Failure Light X Hood Switches EF Failure Light Audible Alarm Fan Failure Light (Appl.) Gas ResetOGas Off w/Fans Aux. Supply Contact Power for Gas Solenoid Tie in W WCP X Power for Shunt Trip Spare Fire Switch Contact (dry contacts for building alarm) INjN 2 RDIRD Ansul / Amerex RD/RD NC BweK INFS2 BR BK 02BKIYIN Spare Relay Contacts (activated by FS1) (can be used for shunt trip, alarms, etc.) C3 RD C4 RD N036R1 R2 A N046R2 NC3 BK 11 B NC4 BK 1 14 2 A open w/power at H1/N1 & fire system armed closed on fire or no power B'C closed w/power at H1/N1 & fire system armed open on fire or no power TORQUE: TERMINAL BLOCKS =8 LB.IN FIELD WIRING: USE MINIMUM GROUNDING BLOCKS = 8 LB.IN 60° Copper Wire LABEL DESCRIPTION EF Exhaust Fan FACTORY WIRING SF Supply Fan FIELD WIRING ST OL Starter ALL WIRING 90°C 14 GA. OverLOad C Contactor UNLESS SPECIFIED G Ground S LT Switch Light WIRE COLOR FS FireSwitch BK - black R. Relay Flow Switch BL-blue AF SV Air Gas Solenoid BR - brown OR - orange STB Shunt Trip Breaker PR -purple D Damper RD - rep RD PB PushButton YW _yellow EC EvapCooler c WH-whiie DRAWING SHOWN DE -ENERGIZED AT L1 (TERM. #H1), W/ FIRE SYSTEM ARMED. (NON -FIRE MODE). (NORMAL OPERATION, R1 & R2 ARE ENERGIZED) IF WALL MOUNTED PREWIRE, OR FIELD INSTALLED FIRE SYSTEM, THE FIRE SYSTEM MICROSWITCHES MUST BE FIELD WIRED. UL LISTED UNDER SUBJECT 891 FILE #E200616 Wiring Diagram # 110-23BLM-311 I, CONTROL FEATURES >_ w J I p CONTROL PANEL EN LOSURE - 16 GA 300 SERIES STAINLESS STEEL ENCLOSURE (NEMA-1) - DIMENSIONS 12 X 20 X 6 STARTERS PROVIDE, IN CONTROL PANEL - QTY 1 Y a a 1. 2 POSITION LIGHT SWITCH - QTY 1 Z w 2 POSITION FAN SWITCH - QTY 1 M w 5(D INTEGRATED EXHAU T TEMPERATURE INTERLOCK SYSTEM (. a N N o -FACTORY MOUNTEDEXHAUST TEMPERATURE SENSORS - QTY 1 m o oEn L a -COMPLIES WITH INTERNATIONAL MECHANICAL CODE 2006 SECTION 507.2.1.1 Z 1< 0 S O TURN ON EXHAUST I III FIRE z g IL o V) LIGHTS OUT IN FIRE X a a _ •14 TMAU INTERFACE V' CL POWER FOR SHUNT RIP (~j w J Q THERMAL OVERLOADS IN CABINET Z = m CONTROL PANEL FACTORY WIRED TO FIRE SYSTEM J Q a r Z 0 O w towM w, W>OL � w Electrical - - • U®rr.4,GREENHEC (� Tcerda •- I FIRE SYSTEM MICROSWITCSWITCH SWITCH(ES)FACTORY WIRED TO J-BOX ON TOP OF HOOD FAN SWITCH �O— HOOD UTILITY CABINET MOUNTED LIGHT SWITCH -O/ HOOD UTILITY CABINET MOUNTED NOTE: 2 SYSTEMS TOTAL NEEDED, ONE FOR KH-1, ONE FOR KH-2. SENSOR '., HOOD MARK Dry LOCATION - KH-0 SecBon 1 1 1 CAPTURE TANK POWER WIRING FOR KFCC CONTROL SYSTEM c Panel Mark: kH-1 Controls INPUT our UT Location: Left Cabinet on KH-1 3 CONTROL SHUNrTRFCOIL sTM SHUNT TRIP BREAKER IN BUILDING NONSHUNTED lzov OUPUl DURING sue, PANEL (PROVIDED BY OTHERS) FIR wood uo'Hrs1 pRCMLIONT WIRE TO ALL HOOD LIGHTS To 3 HOOD LIGHTS 1 awrtcH+ 12OV OUTPIUTTO OPERATE WITH LIGHT CIRCUIT n900W °eeeeS T• ��, INPUT POWER LIGHTS MAX,LI tR�n"b• y!~\ mqy 9T1 OLt TPMALHOCO .� \S' V IX� MARK: KH-1 Exhaust 1 HP r y ttt���yyy���rrr�L�QQQ��JJJ MARK: KH-1 MUA I HP OR FIRE SYSTEM MICROSWITCH FAN SWITCH 1 LIGHT SWITCH 1 t CO.AION NO.I.PEN SPARE DRY CONTACTS ON/OFF WITH FIRE No YOPEN SPARE, DRY CONTACTS ONIOFF WITH FIRE INPUT O TPUT .1 .. sHiEwsowiHs Ia a cOrnN°xan,� MUA UNIT MWA o a suwY CONTROL MARK: KH-1 MUA CONTROLWIRING CENTER HOOD TEMPERATURE NOTE: ENSURE THAT THE JUMPER BETWEEN R AND G IS SENSORI REMOVED FROM MUA TERMINALS WHEN THE WIRING IS CONNECTED . DRY CONTACTS ARE RATED UP TO 250VAC AND 8 AMPS FACTORY WIRING — FIELD WIRING Note(s): 1. All wiring to be done by certified and qualified persons and 4. Power wiring is the responsibility of the electrician. Control wiring must be wired to all local & national codes. is the responsibility of controls Contractor. If there is no controls 2. Exhaust and supply fan(s) shown as typical for contractor, both power and Control Wiring is the responsibility of the representation of the fan. For exhaust or supply fan detail electrician. we fan submittals. 5. All ground wiring not shown on above diagram for clarity. 3. Exhaust and/or supply fans may be shown more than once 6. For further instructions please see the KFCC Installation and for purpose of separating power versus Control wiring. Operations Manual that was shipped with panel, or contact NOTE: ALL SENSORS TO GREENHECK's Kitchen Ventilation team at 1.800-371-6858 BE WIRED INDEPENDENTLY '�/IJd1ll11•- II�III Q OlL i� LL I— F4 u- � FI WU w a0 a Vl I a V) O Z O N it O W w' H a W O Z U© MAY. 16 THESE PUNS AND THE INFORMATION SHOWN HEREIN ARE TIE PROPERN OF DXIIND MOM SHUY NKMMM P.A AND REPRODtxToNS, DISCLOSURES OR USE nfl S IN WNOIE OR IN Pan IS DOR55LY PRO - NOTED N1 M WRmEI PERMISSON. COIMM. NO: OW21r V5 DATE: 24 MAY,.2016 Sims Wilkerson Cartier BY TLC Engineering, Inc. I CH'KD: _ KJc 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 E N 0. (407)380-0400 FAX (407)350-5900Fit FL. CERT. OF AUTH. NO. 6106 G GORY A. ERSON, P.E. 43167 l J ■ KYLE J. CARTiARTIER, P.E. 53269 r / G JEFF A. KIRKMAN, P.E. 65629 O ADAM S. LEVINE, P.E. 77010 G SAMUEL R. ALEXANDER, P.E. 55422 OF - HANDLING SCHEDULE ICE SCHEDULE SPLIT SYSTEM AIR HAN NG SCH LOUVER SCHEDULE AIR DEVICE a SLOTS FACE NECK FINISH MATERIAL MAX NC MAX PRESS ACCESSORIES NOTES MARK AHU-1 AHU-2 AHU-3 Y a VELOCITY MAX PRESSURE ACCESSORIES NOTES MANUFACTURER & MARK. MANUFACNRER M+)DEL TYPE BORDER AIR / / LOCA ION MECH. ROOM SUSPENDED MECH: ROOM Z w MARK MATERIAL LOUVER SIZE DESIGN FREE AREA VE MODEL NUMBER PATTERN SIZE (IN) LEVEL DROP (IN.W,G.) - to F- p W(IN)xH(IN)xD(IN) CFM (SF) (FPM) DROP (IN.W.G.) MANUFACTURER TRANE 1 T TRANE m w � (D LV-1 ALUMINUM 18x12x5 50 0,3 100 0.1 1,3,4 1,2,3,4 POTTORFF ECD-545-MD %PPLYARDEVICEB ' LV 2 ALUMINUM 36x18x5 500 1.4 357 0.1 2:3,4 1,2;3,4 'POTTORFF ECD-545-MD CS -A TITUS TM5-AA CS -CEILING SUPPLY LAY -IN 4-WAY 3/1 24x24/SEE TABLE 1 WHITE ALUMINUM 25 0.08 1-3 1,2,3 MODE PCC-06 TA 7B C6 PCC-06 ¢ N o ACCESSORIES (PROVIDE THE FOLLOWING) TITUS 7WALL SUPPLY SURFACE 2-WAY N/A 25 0.08 2,3 ,2 22FL - SS '- SIDESEE DWGS WHITE ALUMINUM 1to N FAN AIRFLOW (CFM 2750 180 2475 CoLn o ~ Q d' 1. BIRD SCREEN IN REMOVABLE' ALUMINUM FRAME RE�'�DEVICES 2. INSECT SCREEN CR-A TITUS 3S5FL CR CEILING RETURN LAY -IN 1-WAY N/A 24x24/SEE TABLE 1 WHITE ALUMINUM 25 0.08 1-3 1,2,3 OUTSIDE AIR FLOW (CFM) 500 0 450 to Z I 5000 FINISH; COLOR: TO BE SELECTED BY ARCHITECT S 35OFL SR - SIDEWALL RETURN SURFACE 1-WAY N/A SEE DOSS WHITE ALUMINUM 25 0.08 1,2 1,2 EXTE NAL STATIC PRESSURE IN. W.G. 0.8 0. 0.8 LJ o a a 3. LOUVER SHALL BE FACTORY FINISHED WITH 70% KYNAR 500/HYLAR SR -A TITU DRIVE/SPEED SPEED BELT/1970 DIR H BELT/1790 F z a O to 4. FRAME FOR FLUSH MOUNTING WITH THE WALL A (PROVDETHE OWNCO HP 3:0 1.0 3.0 Q a iJi N NOTES 1. INSULATED DUCT BO T FOR CONNECTION TO ROUND DUCTWORK 1 LOUVER IS AN AMCA 540: AND AMCA 550 LISTED LOUVER. 2. OPPOSED BLADE DAMPER ADJUSTABLE FROM FACE OF AIR DEVICE EVAPORATOR to <=1` 2: COORDINATEIOUVER ELEVATIONS AND OPENINGS WITH ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. 3. ALUMINUM SURFACE OUNT ADAPTER FRAME FOR LAY -IN AIR DEVICES LOCATED IN HARD CEILINGS OR WALLS LENS BLE CAPACITY MBH 64.3 41. 59.9 0 F J L) 3. COVER THE INTERIOR OF ALL UNUSED PORTIONS OF THE LOUVER WITH MANUFACTURER'S 2" INSULATED BLANK -OFF PANELS. NOTES TOTA CAPACITY MBH 80.0 58.1 76.0 4. PROVIDE COLOR SAMPLES TO THE ARCHITECT FOR COLOR SELECTION BEFORE PROCURING LOUVER. 1. USE NECK SIZES LISTED IN TABLE 1 BELOW IF THE SIZE iS NOT INDICATED ON THE PLANS ENTERING AIR TEMP DB WB 78.6/65.8 77:2/64.8 78.6/65.8 Q w Z � >_ DO 2. PAINT DUCTWORK THAT IS VISIBLE THROUGH FRONT OF AIR DEVICE MATTE BLACK LEAVING AIR TEMP DB WB 57.3/56.4 55.7/53.7 56.6/55.9 Z 0:: � p Z 3. PANEL MOUNTED LAY IN AIR DEVICES ARE NOT ACCEPTABLE - BLADES SHALL COVER ENTIRE FACE OF AIR DEVICE COIL AREA ROWS 6.11 4 6 6.11 4 Q = O Lo TABLE 1 LEGEND NOTE 3 HEATING COIL � ((0 > d AIR DEVICE TAG EXAMPLES ACTU L CAPACITY KW ® 208V SEE 10.8 SEE OUTDOOR AIR CALCULATIONS QfM RANGE N 6CKDIAZE CONTROL STEPS DUCT HEATER 1 DUCT HEATER MARK AREA PEOPLE Ra Rp Vbz Ez Vot SCHEDULED 0-110 PANEL MOUNTED LAY -IN AIR DEVICES ARE NOT ACCEPTABLE VOLT PHASE/HZ SCHEDULE 208/3 SCHEDULE Voz=Vbz/Ez=Vot CA CFM 111-220 8" DIA MARK - TYPE OR (INAN) CS -A OR SS 12x6 BLADES SHALL COVER AL N v AHU-1 990 6 0.12 - 7.5 163.8 0.8 204.8< 500 221-420 10" DIAw 421-550 12" D A AIRFLOW (CFM) 100 CFM 100 CFM ENTIRE FACE OF AIR DEVICE 01NM CIRCUIT AMPACITY (® 208 3 19 46:0 19 AHU-2 1580 9 0.0E 5 I39:8 0.8 174.8 200 M FUSE SIZE C�9 208 3 30 50 30 1-0 AHU-3 1023 7 0.12 7.5 182.5 0.8 228.1 450 551-750 14" D A N NQ NOTES REA (SF 2 IN. MERV 13/6.94 (1)22x2Ox1 2 IN. MERV 13/6.04 0 1. THE REQUIRED OUTSIDE AIR FOR EACH SYSTEM WAS CALCULATED USING THE GUIDELINES SET FORTH IN PLEATED THROWAWAY PLEATED Q CODE. AP PROPRIATE PEOPLE OUTDO OR AIR RATE R AND THE AREA UNITFE XMEMENT3 ODE (p) THE FLORIDA BUILDING ij OUTDOOR AIR RATES (Ra) WERE SELECTED BASED ON THE OCCUPANCY CATEGORY FOR EACH SPACE. THE BREATHING ZONE OUTSIDE AIRFLOW (Vbz) WAS CALCULATED FOR EACH SPACE USING THESE OPERATING WEIGHT (LBS) 1500 - 25 , 1 4 NUMBERS AND THE SPACE OCCUPANCY AND SQUARE FOOTAGE. THE SUM OF ALL OF THE SPACE AND FAN SCHEDULE ACCESSORIES 4 1,2,3,5 4 BREATHING ZONE OUTSIDEAIRFLOWSWAS TOTALED AND CORRECTED USING THE APPROPRIATE SYSTEM NOTES 2,4 1,3 2,4 ti \\11441A VENTILATION EFFICIENCY (Ez). MARK MANUFACTURER MODEL LOCATION AIR FLOW STATIC DRIVE/TYPE HP FAN VOLTS/ OPERATING MAX ACCESSORIES NOTES (CFM) PRESSURE OR RPM PHASE/ WEIGHT SONES A (PROVIDE THE FOLLOWNICU •'y�''ri' (IN.WiG.) WATTS HZ (LBS) 1. INGLE POINT POWER CONNECTION WITH FACTORY -INSTALLED PULL -TYPE DISCONNECT - SP-B110 JANITOR 50 0.5 DIRECT CENT 8OW 710 115/1 60 20 1.5 1-5,6 4 2• EQUENCE-CONTROLLED, RUST -RESISTANT NICKEL CHROMIUM HEATING ELEMENTS 3 9 EF 1 GREENHECK / 3. SECONDARY DRAIN PAN WITH SECONDARY CONDENSATE OVERFLOW SAFETY SWITCH MOUNTED IN AUXILIARY m EF-2 GREENHECK SP-8110 MEN'S RR 50 0.5 DIRECT/CENT 80W 710 115 1/60 20 1.5 1-5,6 3 CONDENSATE DRAIN CONNECTION ON AIR HANDLER WHICH WILL SHUTDOWN THE AIR HANDLER IF THE PRIMARY �� t - 1=�"41� ROOF MOUNTED HOODS DIRECT CENT SOW 710 115/1 60 20 1.5 1 5,6 3 CONDENSATE DRAIN LINE CLOGS. DESIGN BASIS: LITTLE GIANT PUMP COMPANY ACS-5 STAT EF-3 GREENHECK SP-B110 WOMEN'S RR 50 0. MARK MATERIAL THROAT DIMENSIONS MAX. PRESSURE MAX. THROAT ACCESSORIES NOTES MANUFACTURER KEF-1 GREENHECK CUBE-180HP-10 ROOF 2250 0.975 BELT/CENT 1.0 HP 1125 208/3 60 300 13.0 1,7-16 1,2 4. VARIABLE FREQUENCY DRIVE WITH INVERTER DUTY RATED FAN MOTOR. W IN xH IN DROP IN. W.G. VELOCITY MODEL NUMBER 75 BELT CENT 1.0 HP 1125 208/3/60 300 13.0 1,7-16 1,2 5. PROVIDE CONDENSATE PUMP: EAD-1 ALUMINUM 12 X 12 0.002 100 2,3 1 GREENHECK - 'FABRA HOOD FGR ACCESSORIES (EPE�NHVEDCKETHE CUBE 1_SOOH�Pn10 ROOF 2250 0.9 NOTES ,ff A HOOD FGI - 1. UNIT SHALL BE AHRI CERTIFIED; ETL LISTED. OAI-1 ALUMINUM 14 X 14 0.045 514 1,3 1 GREENHECK FABR 1. ENERGY EFFICIENT MOTOR (MEETS REQUIREMENTS OF NEMA TABLE 12,11) ACCESSORIES (PROVIDE THE FOLLOW" 2. FAN SPEED CONTROLLER 2. UNIT CONSISTS OF A MIXED BOX SECTION WITH TRAQ DAMPERS, CUSTOM LENGTH SECTION, COIL SECTION, AND 3. BACKDRAFT DAMPER STACKED FAN SECTION. 1. GALVANIZED BIRDSCREEN - 0.5 IN MESH TYPE 4. FLEXIBLE DUCT CONNECTIONS 3. NTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH UNIT FAN TO OPEN WHEN UNIT FAN STARTS AND CLOSE 2. - ALUMINUM MESH INSECT SCREEN OVER THE THROAT CURB PRIMED AND PAINTED TO MATCH ROOF COLOR 5. VIBRATION ISOLATORS HEN UNIT FAN STOPS. 3. MANUFACTURER'S ROOF UR 6. WHITE PLASTIC GRILLE 4.NTERLOCK FAN MOTOR VFD WITH ASSOCIATED MAKE-UP AIR FAN MOTOR VFD TO ALLOW REDUCED EXHAUST NOTES 7. FAN SHALL BE ILL 762 LISTED KITCHEN HOOD GREASE FAN AIR/MAKE-UP AIR FOR ENERGY CONSERVATION. T TO MEET REROOFING HEIGHT REQUIREMENTS OF THE FLORIDA BUILDING CODE. 8. ALUMINUM BIRDSCREEN 1. PROVIDE CURB HEIGHT � 9. INSULATED ROOF CURB WITH HINGED BASE: COORDINATE ROOF CURB HEIGHT WITH FINAL ROOF CONSTRUCTION TO ENSURE FAN DISCHARGE IS ABOVE FBCM I HEIGHT ABOVE THE ROOF REQUIREMENTS. 10. FLORIDA PRODUCT APPROVED AND MIAMI DADE NOTICE OF ACCEPTANCE (NOA) n. TIE -DOWN Powrs - BUILDING PRESSURIZATION CALCULATIONS'` 12. NON-STICK COATED WHEEL (TEFLON) _ 13. PERMATECTUR COATING ON ALL ACCESSORIES MARK AIRFLOW CONTROL EFFECT ON INTERMITTENT TEMPERED MADE-UP UNIT SCHEDULE 14. BEARINGS WITH GREASE FITTINGS AND EXTENDED LUBE LINES. (CFM) BLDG > BLDG MARK ' TMAU -1 TMAU-2 15. GREASE TRAP AND DRAIN CONNECTION PRESSURE EXHAUST LOCATION ROOF ROOF 16. HEAT BAFFLE AND CLEAN OUT PORT {CFM) TRANE EF-1 50 ROOM LIGHTING CIRCUIT INTERMITTENT 50 MANUF ACTURER TRANE _ 50 NOTES MODEL AHU CONDENSING UNIT PCC-04/TTA090 PCC-04/TTA090 1. REFER TO CONTROL DRAWINGS AND SEQUENCES OF OPERATION FOR FAN CONTROL AND MONITORING REQUIREMENTS. EF 2 50 ROOM LIGHTING CIRCUIT INTERMITTENT (/ ) AIR HANDLER SECTION 2. INTERLOCK KEF-1 WITH TMAU-1 AND KEF-2 WITH TMAU-2 AND CONNECT TO AND CONTROL FROM KITCHEN HOOD CONTROL PANELS KFCC-1 AND KFCC-2, EF-3 50 ROOM LIGHTING CIRCUIT INTERMITTENT 50 z TOTAL AIR FLOW (CFM) 1800 1800 RESPECTIVELY. KEF-1 - HOOD SWITCH/COOKING EQUIPMENT INTERLOCK INTERMITTENT 2250 EXTERNAL STATIC PRESSURE IN WG 0.5 0.5 3. CONNECT AND CONTROL FAN FROM ROOM LIGHTING CIRCUIT. KEF-2 HOOD SWITCH/COOKING EQUIPMENT INTERLOCK INTERMITTENT 2250 T i� f� V y V y 10.5 1 .5 4. CONTROL FAN FROM WALL SWITCH FAN SPEED (RPM) A FAN MOTOR HP' 2.0 67 TOTAL INTERMITTENT EXHAUST - 4,650 CFM A ,n TOTAL BLDG OUTSIDE AIR INTAKE AHU-1,2,3 + 1,150 TOTAL COOLING CAPACITY (MBH) 100.0 100.0 TOTAL BLDG OUTSIDE AIR INTAKE (TMAU'-1,2 2 ® 1800 CFM EA)+ 3,600 m SENSIBLE COOLING CAPACITY MBH) 57.9 57.9 T1 �+�+ �+ T �+TC C �+ �± IT �+CHEDULE BLDG PRESSURIZATION W ALL INTERMITTENT EXHAUST ON + 100 CFM : O COOLING COIL ROWS/FPI/FACE AREA 4/8/4.51 4/8/4.51 DUC I LESS SP 1 I SYS I EM AIR-COOLED CONDENSING UNIT 1 �7 �r w H COOLING COIL ENTERING DB WB 95/78 95/78 INDOOR UNR iMARK CU-1 CU-2 CU-3 J COOLING COIL LEAVING DB/WB 65.8/63.6 65.8/63.6 MARK AHU-4 LOCATION GRADE GRADE GRADE T II II I) QLU HEATING CAPACITY (KW) 20.4 20.4 LOCATION DRY STORAGE HVAC DESIGN DATA DUC 1 HEATER �* � � O (L MANUFACTURER TRANE TRANE TRANE N - II \\ U1 SCR MARK DH 1 DH-3 � m SCR FT. PIERCE FL CD LOCATION , HEATER CONTROLS MANUFACTURER LG MODEL NUMBER TTA 073 4TTA3060 TTA 073 U m p VOLTS PHASE 208/3 208/3 MODEL LSN090HSV4 OUTDOOR AIR DESIGN SUMMER WINTER LOCATION AHU-1 SA DUCT AHU-3 SA DUCT �- � a WEIGHT LBS 3000 3000 TOTAL AIR FLOW (CFM) 350 NOMINAL TONS 6.0 5.0 41 CONDITIONS DB WB DB MANUFACTURER INDEECO INDEECO HEAT PIPE COIL TOTAL COOLING CAPACITY (B U/HR) 12,625 REFRIGERANT R-410A R-410A R-410A MODEL QUA QUA ~ MANUFACTURER HEAT PIPE TECHNOLOGYHEAT PIPE TECHNOLOGY SENSIBLE COOLING CAPACITY (BTU/HR 9,300 COMPRESSER (DEG F) (DEG F) (DEG F) U MODEL NUMBER DU-AMS-10112A DU-AMS-10112A OUTDOOR DESIGN TEMPE, ATURE DEG F 95 95 95 95 78 35 TYPE DUCT HEATER DUCT HEATER 0 PRE -COOLING ENT. AIR DB/WB 95/78 95/78 HEATING CAPACITY (BTU HR 17,060 NUMBER OF STAGES 1 1 1 INDOOR AIR DESIGN SUMMER WINTER DUCT SIZE 30x14 30x14 VOLTS PHASE 208/1 CONDITIONS DB RELATIVE DB H�� 0- O PRE -COOLING LVG. AIR (DB WB) 90.3/76.8 90.3/76.8 WEIGHT (LBS) 30 N�UMBERR FAOOMPRESSERS 1 1 1 - (DEG F) HUMIDITY (DEG F) CAPACITY KW 18 18 PRE -COOLING COIL PRESSURE DROP (IN WG 0.11 0.1I OUTDOOR UNIT STAGES SCR SCR REHEAT ENT. AIR (DB/WB) 65.8/63.6 65.8/63.6 MARK CU-4 NUMBER OF FANS 1 1 15 112 ALL UNITS 75 50% 70 VOLTS PH 208/3 208/3 70.E 65.2 70.6/65.2 MOTOR HP 1/2 / / GENERAL REHEAT LVG. AIR (DB WBj / LOCATION GRADE FLOOR U VALUE (BTU/HRzFT 2xDEG F) 0.2140 REHEAT COIL PRESSURE DROP (IN WG) 0.11 0.11 ACCESSORIES 1-5 1-5 ( 1 MANUFACTURER LG VOELEC� PHASE HZ 208/3 208/3 208/3 WALL U VALUE (BTU/HRzFT 2xDEG F) 0.0800 NOTES 1,2 1,2 v z ROWS/FINS PER INCH 1/12 1/12 MODEL LSU090HSV4 ROOF U VALUE (BTU/HRxFT2xDEG F) 0.0468 - a ' COMPRESSOR RLA EACH 21.9 15.E 21.9 ACCESSORIES (PROVIDE THE FOLLOWBJCU FACE AREA (SO FT) 4.34 4.34 VOLTS PHASE/HZ 208/1 WINDOW U VALUE (BTU HRxFT^2xDEG F 0.4 to REFRIGERANT R-410A R-410A MINIMUM CIRCUIT AMPACITY 30.5 21 30.5 1. MAGNETIC CONTACTOR z CONDENSER FAN MOTOR, FLA EACH 208 1 3.1 0.93 3.1 MCA 10 WINDOW SHADING COEFFICIENT 0.4 2. SCR CONTROLLER AND INPUT W CONDENSER SECTION MOCP 15 COMPRESSOR TYPE/QUANTITY SCROLL/1 SCROLL/1 WEIGHT LBS 100 MAXIMUM FUSE SIZE 50 35 50 3. AUTOMATIC THERMAL CUT-OUT EER 12.4 12.4 SEER 21 g UNIT REOUIREMIENTS 4. DISCONNECT SWITCH AND AIRFLOW SWITCH. o 5. CONTROL CIRCUIT TRANSFORMER. 0 GENERAL GENERAL EER (SEER) 12.5 (13.0 12.5 NOTES U UNIT WEIGHT LBS 350 300 350 1. COORDINATE RIGHT HAND LEFT HAND CONTROL BOX Qf ACCESSORIES 1-8 1-8 ACCESSORIES 1,2 ( / w NOTES 1,2,3,4,5,E 1,2,3,4,5,E NOTES 1,2,3,4,5,6,7 ACCESSORIES 1-8 1-8 1-8 ORIENTATION WITH FIELD CONDITIONS. n ACCESSORIES (PROVIDE THE FOLLOWING) ACCESSORIES (PROVIDE E'FOLLOWING) NOTES 1-5 1-5 1-5 2.THE RESERSPECTIVE SHALL BE MONITORED AND CONTROLLED BY WEATHERHOOD T WI WALL CRADLE. ACCESSORIES (PROVIDE THIS FOLLOW" THE RESPECTIVE AIR HANDLING UNIT CONTROLLER. C 1. ALUMINUM MESH 1. REMOTE THERMOSTA 2. HI -PRO -POLY COATING, CONCRETE GRAY 2. INSULATED LINE SETS 1. LOUVERED COIL GUARD i z z 3. DOUBLE WALL INSULATION NOTES 2. ANCHOR BRACKET KIT WITH BRACKETS AND CABLES MEETING THE REQUIREMENTS OF THE 2014 FLORIDA IL O t� 4. HINGED ACCESS 1INDOOR UNITS RECEIVES POWER FROM OUTDOOR UNIT THROUGH BUILDING CODE UNIT INTEGRITY REQUIREMENTS FOR HURRICANE -TYPE WINDS !� w w . 5. 'CONTROL CENTER 3. ANTI -SHORT CYCLE KIT - 6. `DIRTY FILTER SWITCH FIELD -SUPPLIED INTERC NNECT WIRING. 4. FREEZE PROTECTION KIT 7. INSULATED ROOF CURB, MINIMUM 24 INCHES TALL, RESULTING IN MINIMUM EQUIPMENT 2. UNITS SHALL HAVE AUTOMATIC RESTART IN THE EVENT OF 5. HIGH AND LOW PRESSURE SWITCHES HEIGHT ABOVE THE ROOF OF 8 INCHES. POWER FAILURE. T 6. REFRIGERANT CHARGING VALVES w 8. VARIABLE FREQUENCY DRIVE AND INVERTER DUTY RATED MOTOR 3. PROVIDE ADDITIONAL RE RIGERANT AS NEEDED FOR LONG LINE 7, LONG LINE SET APPLICATION ACCESSORIES: HARD -START KIT, THERMOSTATIC EXPANSION VALVE (TXV), LIQUID LO NOTES LENGTH. LINE SOLENOID AT THE OUTDOOR UNIT, AND AN INVERTED REFRIGERANT TRAP AT THE INDOOR UNIT. 4. 'REFRIGERANT SHALL BE R-410A. 1: INTERLOCK TMAU-1 WITH KEF-1 AND TMAU-2 WITH KEF-2 AND CONNECT AND, CONTROL 5. UNIT IS A HEAT PUMP. Z 8. PROVIDE BUILDING MANAGEMENT SYSTEM CONTROLLER AND CONNECT UNIT TO SYSTEM FOR COMPLETE � FANS FROM RESPECTIVE KITCHEN HOOD CONTROL PANELS. 6. PROVIDE TEMPERATURE ENSOR IN DRY STORAGE CONNECTED MONITORING AND CONTROL. REFER TO CONTROLS POINTS LIST, CONTROLS SCHEMATIC AND SEQUENCES OFLIJ 2. UNIT CONSISTS OF A MIXING BOX SECTION, 12 INCH ACCESS SECTION WITH HEAT PIPE TO THE BUILDING MANA EMENT SYSTEM FOR MONITORING AND OPERATION. PRECOOLING COIL, 12 INCH ACCESS SECTION, COOLING COIL SECTION, 12 INCH ACCESS ALARM. NOTES ©h'IAY.,96 THESE PLANS AND ATION HEREIN SECTION, 12 INCH ACCESS SECTION WITH HEAT PIPE REHEAT COIL, ACCESS SECTION, 7. PROVIDE CONDENSATE PUMP THE mroF SLUND seowN PINM ARE THE HEATING COIL SECTION, ACCESS SECTION, FAN SECTION, AND CONTROLS SECTION, 1. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE EQUIPMENT MANUFACTURER FOR THE PROPER IRoamnoWHO[fwRnamrrn urrxcyE 3: UNIT COOLING COIL SECTION IS A C COIL CONNECTED TO A REMOTE CONDENSING UNIT REFRIGERANT PIPE SIZING FOR THE APPLICATION. T \ PA AND REOT WRITIEN P 05CLDWRES OR USE v niE M iN xPRD: DR w Parz rs WRES O ago- LOCATED ADJACENT TO THE UNIT ON THE ROOF. CONDENSING UNIT SHALL BE A TRANE 2. ADJUST REFRIGERANT CHARGE FOR LONG LINE APPLICATIONS. NimEo xmom wRmEN PD NissoN. MODEL TTA090GA3 WITH MCA OF 34.4, MFS OF 45.0, MAXIMUM BREAKER SIZE -0F 45 3. UNIT SHALL BE AHRI CERTIFIED; ETL LISTED. V! AND VOLTAGE OF 208/3. 4. MOUNT UNIT ON 4 INCH THICK CONCRETE HOUSEKEEPING PAD WITH 6 INCH BORDER ALL AROUND. COMM. NO: 0W215v5 4. AIR HANDLING UNIT SECTIONS SHALL BE RATED FOR OUTDOOR USE AND SHALL BE 5. PROVIDE NEOPRENE ISOLATORS AT EACH UNIT CORNER AND TIE DOWN UNITS PER DETAIL ON SHEET M-4. LOCATED ON THE BUILDING ROOF ON MANUFACTURER'S ROOF CURB. DATE: 24 MAY, 201E t { Sims Wilkrson Cartier BY: TLC 5. INTERLOCK OUTSIDE AIR MOTORIZED DAMPER WITH UNIT FAN TO OPEN WHEN UNIT FAN �Fc 12124HighTechAvenue-Suite200 STARTS AND CLOSE WHEN UNIT FAN STOPS. �u `° e, Engineering,hTehInc. cH'(D: ic�c ]991MAI 6. CONTROL UNIT FAN MOTOR VFD TO FOLLOW THE REQUIRED AIRFLOW/FAN MOTOR SPEED OF THE ASSOCIATEDKITCHENHOOD FAN TO ALLOW REDUCED EXHAUST/MAKE-UP AIR �' FL.CEOrlanCERT. da32NO. ET fir - �, (407)380-0400 FAX (407)380-5900 FL. CERT. OF AUTH. N0. 610E 1 F)O � 9 4 FOR ENERGY CONSERVATION. yv ims R'06ers1 1 Cartier 2}" 0 GARY A. WILKERSON, P.E. 43167 Engineerilg ' Y ■KYLE J. CARTIER, P.E. 53269 _ i momrceOA 0 JEFF A. KIRKMAN, P.E. 65629 '9pgYettd0,llaOd 1 O ADAM S. LEVINE, P.E. 77010 0 SAMUEL R. ALEXANDER, P.E. 55422 OF ONE TCERDA SUNSHINE KITCHEN LUMINAIRE SCHEDULE TYPE DESCRIPTION DESIGN SELECTION VOLTS LAMPDESCRIPTION LUMENS NOMINAL NG QUIRE NOTES: OUTAJr INPUT WATTS REQUIREMENTS EN 2' X 4' DIRECTANDIRECr LED LUMINAIRE WITH A SOFT OPAL DIFFUSER, MATTE WHITE PHILIPS DAY-BRRE# 2EVG43L835-4-D-DIM UNV LED 4,300 41 RECESSED POLYESTER FINISH AND DIMMABLE DRIVER 2' X 4' DIRECT/INDIRECT LED LUMINAIRE WITH Al SOFT OPAL DIFFUSER, MATTE WHITE PHILIPS DAY -BRIE# 2EVG74LB35.4-D-OIM UNV LED 7,400 83 RECESSED POLYESTER FINISH AND DIMMABLE DRIVER 2' X 4' DIRECTANDIRECT LED LUMINAIRE WITH C FROSTED ACRYLIC DIFFUSER, MATTE WHITE HEWLLIAMS#HES-24-L76/835-A-DIM-UNV UNV LED 7,600 87 RECESSED FINISH AND DIMMABLE DRIVER 2' X 4' DIRECT/INDIRECT LED LUMINAIRE WITH COORDINATE LUMINAIRE TRIM TYPE WITH CEILING TYPE WHERE LUMINAIRE IS To Cl FROSTED ACRYLIC DIFFUSER, MATTE WHITE HE WILLIAMS # HES-24-1_60/835-A-0IM-UNV UNV LED 6,000 65 RECESSED BE INSTALL® FINISH AND DIMMABLE DRIVER 2' X 4' DRECT7ANDIRECT LED LUMINAIRE WrrH RECESSED / SUSPEND AT 12 FEET ABOVE FINISHED FLOOR TO BOTTOM UNLESS INDICATED C2 FROSTED ACRYLIC DIFFUSER MATTEWH HEWILLIAMS#HES-24-L50/835-A-DM-UNV UNV LED 5,000 52 SUSPENDED OTHERWISE FINISH AND DIMMABLE DRIVER G 4' LINEAR WALL MOUNTED FLUORESCENT PHILIPS DAY-BRRE#LS-4-R 232-UNV-EB10R UNV (2) 32WT8 5,600 68 WALL MOUNT MOUNT AT4"ABOVEVANITI'MIRROR LENS LUMINAIRE FLUORESCENT 6" ROUND LED OOWNLIGHT WITH CLEAR HE WILLIAMS # 1_60-1_20/840-CS-ACJCAL-DM 120 LED 2,000 27 RECESSED PROVIDE WET LOCATION LISTING J ACRYLIC LENS AND CLEAR SEMFSPECULAR 120 REFLECTOR WITH DIMMABLE DRIVER J1 6-3/4"SQUARE BY 1-1/8"DEEP ANODIZED NIP LIGHTING #L134-10-W41S-60-120-MA 120 LED 396 12 SURFACE PROVIDE WET LOCATION LISTING ALUMINUM LED LUMINAIRE 8" 1DIA CONICAL SHAPED WALL- LUMINIS#AR35W-38W-L1W30r1-R4-120-BZT- MOUNTAT I2'- TABOVE FINISHED GRADE TO CENTER. PROVIDE WET LOCA1 ION K MOUNTED LUMINAIRE WITH TYPE IV K5 120 LED 4,493 36 WALL MOUNT LISTING DISTRIBUTION 1 S L - L_UMINIS#AR35W-76W-L2W30r1-R3-120-BZT- MOUNT AT ISABOVE FINISHED GRADE TOBOTTOM PROVIDE WET LOCATICIN K1 MOUNTED LUMINAIRE WITH TYPE III K6 120 LED 8,697 76 ..WALL MOUNT LISTING DISTRIBUTION 8" WKDE X 4" DEEP X 4" HIGH ROUNDED MOUNT AT 9 ABOVE FINISHED GRADE TO BOTTOM, PROVIDE WET LOCATION L PHILIPS STONOO # LPJV7-8BZ UNV LED 1,154 14 WALL MOUNT LISTING RECTANGULAR LED WALL SCONCE 4' STANDARD FLUORESCENT STRIP LUMINA (2) 32Wr8 SUSPEND AT 10 FEET ABOVE FINISHED FLOOR TO BOTTOM UNLESS NOTED H WITH WIRE GUARD DIPS DAY-BRITE#T232-UNV-EB1-2 UM/ FLUORESCENT FLUORESCE 5,600 68 SUSPENDED OTHERWISE 4' STANDARD LED STRIP LUMINAIRE WITH RE HE WILLIAMS # 76-4-L53/835-DRV-UNV-WIG LED 5.300 48 SUSPENDED SUSPEND AT 10 FEET ABOVE FINISHED FLOOR TO BOTTOM UNLESS NOTED H1 GUARD 7611 M/ U OTHERWISE SINGLE FACED SELLF POWERED LED EXIT` SIGN X1 WITH RED LETTERS ON HIGH IMPACT INJECTION BEGHELLI # PX-R-SA 120 LED 2 2 UNIVERSAL PROVIDE CHEV RONS AS INDICATED ON PLANS MOLDED WHITE THERMOPLASTIC HOUSING DOULBLE FACED SELLF POWERED LED EX SIGN WITH RED LETTERS ON HIGH IMPACT BEGHELLI#PX-R-SA 120 LED 2 2 UNIVERSAL PROVIDE CHEVRONS AS INDICATED ON PLA NS INJECTION MOLDED WHITE THERMOPLASTIC HOUSING SINGLE HEAD POLE MOUNED LED SITE SIDEARM MOUNT ON 18 REFERENCE THE LIGHTING PLAN IN THE CIVIL DRAWINGS FOR ADDITIONAL LIGHTING LUMINAIRE WRH TYPE IV KIM LIGHTING#WARP9-L-4-120L-5K-120 120 LED 16,000 175 FT ALUMINUM POLE LIGHTING SPECIFICATIONS ANDPOLE MOUNTING REQUIREMENTS DISTRIBUTION DOUBLE HEAD POLE MOUNTED LED SITE SIDEARM MOUNT ON I8 REFERENCE THE LIGHTING PLAN IN THE CIVIL DRAWINGS FOR ADDITIONALLIGHTING FSL2 LUMINAIRE WITH TYPE N KIM LIGHTING # WARP9-L-4-120L-5K-120 120 LED 32,000 350 Fr ALUMINUM POLE LIGHTING SPECIFICATIONS AND POLE MOUNTING REQUIREMENTS DISTRIBUTION GENERAL NOTE 1. PROVIDE LAMPS WITH 3,500 KELVIN CORRELATEDOOLOR TEMPERATURE UNLESS INDICATED OTHERWISE BY MODEL NUMBER. COMMUNICATION AND DATA TELEPHONE WALL OUTLET BOX, FLUSH 14OUNTED WITH BLANK PLATE. PROVIDE MINIMUM 3/4"C TO CEILING SPACE, U.O.N. a TELEPHONE WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM �W 3/4"C TO CEILING SPACE, U.O.N. b PAY TELEPHONE WALL OUTLET BOX; FLUSH MOUNTED WITH BLANK PLATE. PROVIDE �P MINIMUM 3/4"C TO NEAREST TTB OR T C, U.O.N. b V DATA WALL OUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. PROVIDE MINIMUM 1"C TO a CEILING SPACE, U.O.N. COMBINATION TELEPHONE/DATA WALL CUTLET BOX, FLUSH MOUNTED WITH BLANK PLATE. V PROVIDE 2 MINIMUM 1' C TO CEILING O PACE , U.O.N. a COMMUNICATION FURNITURE BASE FEED WITH 2-GANG JUNCTION 'BOX. PROVIDE (2) 1" © EMPTY CONDUIT TO ABOVE ACCESSIBLE CEILING SPACE. FLEX CONNECT TO FURNITURE a SYSTEM WIREWAY. FIELD VERIFY EXACT CONNECTION POINT WITH FURNITURE VENDOR. T SYSTEM RACEWAY, 3/4' M1141MUM CONCEALED, TO LOCAL TTB OR TTC \TELEPHONE (UNLESS OTHERWISE NOTED) D DATA SYSTEM ,RACEWAY, 1" MINIMUM CONCEALED TELEPHONE TERMINATION BOARD(ORS STEMS TERMINAL BOARD AS NOTED). FIRE RETARDANT TREATED PLYWOOD, 3/4" THICK'x 8'-0" HEIGHT x WIDTH AS SHOWN ON PLANS. PAINT TO MATCH WALL WITH O COATS OF FIRE RETARDANT PAINT. T W TELEVISION OUTLET, FLUSH MOUNT, STLB INTO CEILING SPACE WITH 3/4"C. OR TO a NEAREST NTC NTC TELEVISION TERMINAL CABINET n TVEC TELEVISION EQUIPMENT CABINET n �TV� TELEVISION RACEWAY, 3/4" MINIMUM. Qs LOUDSPEAKER/TRANSFORMER/BAFFLE/ NCLOSURE, FLUSH IN CEILING 4 LOUDSPEAKER/TRANSFORMER/BAFFLE/ NCLOSURE, FLUSH IN WALL ` QM MICROPHONE OUTLET, FLOOR MOUNTED Q MICROPHONE OUTLET, WALL MOUNTED SSA SOUND SYSTEM AMPLIFIER n SSE SOUND SYSTEM EQUIPMENT RACK S SOUND SYSTEM RACEWAY,' 3/4' MINIMILM, AND CABLE. DOOR BELL/CHIME WITH LOW VOLTAGE TRANSFORMER. DOOR BELL PUSH BUTTON. b Li GENERAL ELECTRICAL NOTES Y a 1. ALL 120V, 20A CIRCUITS SHALL BE #10 CU MINIMUM UNLESS NOTED OTHERWISE. #12 CU Z LEJ CONDUCTORS ARE ONLY. ACCEPTABLE WHERE SPECIFICALLY CALLED OUT ON THE PLANS. m U) -0 INCREASE HOMERUN CONDUCTOR SIZE AS NOTED BELOW FOR VOLTAGE DROP. NOTE THAT a � 0) THE CORRESPONDING EQUIPMENT GROUNDING CONDUCTOR SIZE WILL BE THE SAME AS THE -N o 04 PHASE CONDUCTOR SIZE TO SATISFY 240.23 NEC. Q 0 L<i M In In o I_ Q 2. ALL 120V, 20A CIRCUIT HOMERUNS SHALL BE #10 CU MINIMUM, UNLESS NOTED Z Q o Z p OTHERWISE. W 0 O F rn 3. ALL 120V, 20A CIRCUIT HOMERUNS OVER 10OFT, BUT LESS THAN 240FT SHALL BE #8 ~ o a a <12^ a0Ln CU MINIMUM, UNLESS NOTED OTHERWISE. d' - a _J N N U 4. ALL 120V, 20A CIRCUIT HOMERUNS OVER 240FT SHALL BE #6 CU MINIMUM, UNLESS U U NOTED OTHERWISE. p �_ _J Q _ Q LLJ Do 5. ALL 120V 20A BRANCH CIRCUITS NOT SPECIFICALLY CALLED OUT BY NOTE OR p Li EQUIPMENT SCHEDULE DO COMPLY WITH C405.7,3.2 FBC, 2014, ENERGY CONSERVATION. J a m O Z BRANCH CIRCUIT CONDUCTORS AS NOTED ON THE PLANS AND AS NOTED IN THE GENERAL w O NOTES ARE SIZED FOR A MAXIMUM VOLTAGE DROP OF 3% AT DESIGN LOAD. FEEDERS LLI Ln LID > D- INCLUDING SERVICE ENTRANCE FEEDERS COMPLY WITH C405.7.3.1 FBC, 2014, ENERGY CONSERVATION. FEEDERS ARE SIZED FOR A MAX VOLTAGE DROP OF 2% AT DESIGN LOAD. 6. PROVIDE PULL STRINGS IN ALL EMPTY CONDUIT AND RACEWAYS AT EACH END. 7. COMPLY WITH ARTICLE 210.4 OF THE NEC. PROVIDE A DEDICATED NEUTRAL FOR ALL U a 120V AND 277V CIRCUITS OR PROVIDE CIRCUIT BREAKER HANDLE TIES TO CONNECT POLES o SERVING MULTI -WIRE CIRCUITS = 01 a U 8. VERIFY EXACT LOCATION OF ALL MECHANICAL EQUIPMENT WITH MECHANICAL INSTALLER Q PRIOR TO ROUGH -IN." 9. COORDINATE THE REQUIRED SIZE OF ALL CIRCUIT BREAKERS FEEDING EQUIPMENT, (I.E. MOTORS, HVAC, KITCHEN EQUIPMENT, SPECIAL PURPOSE OUTLETS, ELEVATORS, OWNER FURNISHED EQUIPMENT ETC. )WITH APPROVED EQUIPMENT SHOP DRAWINGS AND OWNER REPRESENTATIVES PRIOR TO ORDERING PANELBOARDS. BREAKERS SHALL BE SIZED IN t NO, tt� ACCORDANCE WITH THE NEC, THE EQUIPMENT NAME PLATE AND MANUFACTURERS 'F f 2 j �a RECOMMENDATIONS. 0 T �F� 10. THE USE OF ANY PROCESS INVOLVING ASBESTOS OR PCB, AND THE INSTALLATION OF ANY ASBESTOS 'YOmDk"'xk-��� kr PRODUCT, INSULATION, COMPOUND OF MATERIAL CONTAINING OR INCORPORATING r/ONq� OR PCB, IS PROHIBITED." THE REQUIREMENTS OF THIS SPECIFICATION FOR A COMPLETE w�/I` NAL E� AND PROPERLY OPERATING ELECTRICAL SYSTEM SHALL BE MET WITHOUT THE USE OF N �(/ WO ASBESTOS OR PCB. 11. VISIT THE SITE AND CAREFULLY EXAMINE THE AREAS AFFECTED BY THIS WORK BEFORE SUBMITTING PROPOSALS, SO AS TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT EXECUTION OF THE WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH EXAMINATION HAS BEEN MADE AND LATER Q CLAIMS FOR LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WILL NOT BE RECOGNIZED. U L U 12. CONTRACTOR SHALL INCLUDE IN HIS BID THE TRANSPORT AND DISPOSAL OR RECYCLING OF ALL WASTE MATERIALS GENERATED BY THIS PROJECT IN ACCORDANCE WITH ALL RULES, REGULATIONS AND GUIDELINES APPLICABLE. - U m 13. CONTRACTOR SHALL COMPLY FULLY WITH FLORIDA STATUTE 403.7186 REGARDING THE MANAGEMENT OF MERCURY CONTAINING DEVICES AND LAMPS. W U 14. LAMPS, BALLASTS AND OTHER MATERIALS SHALL BE TRANSPORTED AND DISPOSED OF IN W ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE L ENVIRONMENTAL PROTECTION AGENCY GUIDELINES. 15. THE CONTRACTOR SHALL PROVIDE WRITTEN CERTIFICATION THAT ALL MATERIALS WHERE RECYCLED OR DISPOSED OF PROPERLY PER THE GUIDE LINE NOTED ABOVE. c ---- -- T LWORK ETC 16. EXISTING CONDITIONS AND UTILITIES INDICATED ARE TAKEN FROM EXISTING CONSTRUCTION DOCUMENTS, VARIOUS SURVEYS AND FIELD INVESTIGATIONS. IT IS TO BE UNDERSTOOD THAT UNFORESEEN CONDITIONS PROBABLY EXIST AND NEW WORK MAY NOT BE FIELD LOCATED EXACTLY AS SHOWN ON THE DRAWINGS. COOPERATION WITH OTHER TRADES IN ROUTING AND/OR BURIAL DEPTHS AS DETERMINED DURING CONSTRUCTION' AND AS C/� W �- O (n W U � o SYMBOL LEGEND NOTES:DIRECTED BY THE ARCHITECT/ENGINEER MAY BE NECESSARY AND IT IS INTENDED THAT ¢� 0) 1. THE COLOR OF ALL DEVICES SHALL BE SELECTED BY THE ARCHITECT. COVER PLATES SUCH DEVIATIONS SHALL BE CONSIDERED A PART OF THIS CONTRACT. IT IS ALSO Z a SHALL BE #302 SMOOTH STAINLESS STEEL , UNLESS OTHERWISE NOTED. UNDERSTOOD THAT THE PLANS ARE NOT COMPLETELY TO SCALE. THIS CONTRACTOR IS U Y M 2. SCREENED ELECTRICAL ITEM DENOTES EXISTING. TO FIELD VERIFY DIMENSIONS OF ALL SITE UTILITIES, ETC., PRIOR TO BID AND INCLUDE (D 3. "R" BY DEVICE DENOTES EXISTING TO BE REMOVED COMPLETELY. ANY DEVIATIONS IN THE CONTRACT: 4. "H" BY DEVICE DENOTES DEVICE TO BE MOUNTED HORIZONTALLY. _ LU 5. ALL DIMENSIONS INDICATED ARE TO THE BOTTOM OF FIXTURE, OUTLET, OR EQUIPMENT 17. LOCATE ALL EXISTING UTILITIES AND PROTECT THEM FROM DAMAGE. Q AND SHALL BE THE DIMENSIONS USED UNLESS INDICATED OTHERWISE ON THE W U oN DRAWINGS. DIMENSIONS INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS ARE 18. REMOVE EXISTING POWER, LIGHTING, SYSTEMS MATERIALS AND EQUIPMENT WHICH ARE w U a TO THE BOTTOM OF THE FIXTURE, OUTLET, OR EQUIPMENT UNLESS INDICATED MADE OBSOLETE OR WHICH INTERFERE WITH THE CONSTRUCTION OF THE PROJECT. U rn oc OTHERWISE. ALL MOUNTING HEIGHTS SHALL COMPLY WITH ADA REQUIREMENTS. VERIFY REINSTALL ANY SUCH POWER, LIGHTING, SYSTEMS, MATERIALS AND EQUIPMENT WHICH ARE I--- CAI o AND COORDINATE THE EXACT HEIGHT AND LOCATION OF ALL FIXTURES, OUTLETS, AND REQUIRED TO REMAIN ACTIVE FOR THE FACILITY TO BE FULLY FUNCTIONAL.z W EQUIPMENT WITH ALL DOCUMENTS AND DISCIPLINES (I.E., ARCHITECTURAL, STRUCTURAL, OI PRIOR TO 19 CONDUITS ARE TO BE CONCEALED WHERE PRACTICABLE. ( ) W HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT , MIL ) ROUGH -IN; ADJUST TO MEET ALL REQUIREMENTS. 6. ALL SYMBOLS INDICATED IN THIS LEGEND MAY NOT BE USED ON THE PLANS. 7. ALL WIRING DEVICES SHALL BE PROVIDED WITH A GROUNDING TERMINAL SCREW. 20. PROVIDE A UL LISTED FIRE RATED BARRIER APPLIED TO J-BOXES LOCATED ON A FIRE RATED WALL. FOR EXAMPLE: 3M-TYPE-45+ AND USE WITH 4-11/16" BOX. 0 wi D_ 0 LL 8. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 9. U.O.N. = UNLESS OTHERWISE NOTED. 10. A.H.J. = AUTHORITY HAVING JURISDICTION. 11. A.F.F. = ABOVE FINISHED FLOOR 21. ELECTRIC WIRING FOR LIGHT, POWER, HEAT AND SIGNAL OR CONTROL CIRCUITS AND FOR Z ELECTRICALLY OPERATED TOOLS, PORTABLE APPLIANCES, AND DEVICES SHALL BE IN Q ACCORDANCE WITH THE PROVISIONS OF NFPA 70: 12. ELECTRICAL CONTRACTOR TO PROVIDE PULL STRINGS IN ALL CONDUIT(S). i W W REMARNS a. MOUNTED 16" ABOVE FINISHED FLOOR TO THE BOTTOM. b. MOUNTED 44" ABOVE FINISHED FLOOR TO THE BOTTOM. c. MOUNTED 50" ABOVE FINISHED FLOOR TO THE BOTTOM. d. OUTLET BOX SHALL BE SIZED PER SYSTEM INSTALLERS REQUIREMENTS. e. SUPPORT OUTLET BOX FROM STRUCTURE WITH (1) 3/8" ALL THREADS MINIMUM. BOXES LARGER THAN 25" SQUARE INCHES SHALL BE SUPPORTED WITH (2) 3/8" ALL 1 lJ THREADS MINIMUM. f. JUNCTION/OUTLET BOX SHALL BE SIZED AS REQUIRED FOR CONDUCTOR/DEVICES FILL PER N.E.C. rn z o g. THREADED CONDUIT HUBS SHALL BE SIZED AND CONFIGURED AS REQUIRED FOR APPLICATION. h. PROVIDE KINDORF MOUNTING RACK FOR FREE STANDING APPLICATIONS. KINDORF SHALL N BE PAINTED FOR EXTERIOR APPLICATIONS. i. WHEN SURFACE JUNCTION BOX SYMBOL IS COMBINED WITH DEVICE SYMBOL, PROVIDE APPROPRIATE SURFACE PLATE FOR OUTLET APPLICATION. j. MAINTAIN WORKING CLEARANCES IN STRICT ACCORDANCE WITH N.E.C. COORDINATE EXACT LOCATION OF EQUIPMENT WITH ALL DISCIPLINES (I.E., ARCHITECTURAL, STRUCTURAL, HVAC, PLUMBING, FIRE PROTECTION, KITCHEN EQUIPMENT, MILLWORK, X LL m F_ z ETC.) PRIOR TO ROUGH -IN TO MAINTAIN CLEARANCES. FOR 24 HOUR AHEAD OF ALL SWITCHES "N " INDICATES FIXTURE CONNECTEDc k. L NIGHTLIGHT OPERATION. _ I. MOUNTED 80" ABOVE FINISHED FLOOR TO BOTTOM. m. ALL STROBES SHALL BE ADJUSTABLE INTENSITY TYPE SET AT 75cd UNLESS OTHERWISE NOTED V D 0 T P r\ `J O THE PAOPFRfY PA THERW HISM MAY: '16 816E HEREIN RXI¢EY DSCIA5B6 W IS MIASSION. PUNS ARE IACHRECIS. UPRESS`r AND THE OR USE PRo- INFO OF AND RPPRO IN WIIHDUT EUND EDUIO NOT WRR SHOWN DPoIEN815 DNS. OR IN o. MOUNTED 60 ABOVE FINISH D FL OR 0 THE T P UNLES NO D OTHER SE. COMM. NO:080215VB DATE: 24 MAY;.. 2016 Sims Wilkerson Cartier BYs TLC " Engineering, Inc. a KD: SRA 1991 12124 High Tech Avenue- Suite 200 Orlando, Florida 32817 S�EET N0. F/)380-0400 FAX CER7 OF AUTH0 . NO. 6106 L.1601 Qb- has Wilkerson Cantle 0 GARY A. WILKERSON, P.E. 43167 '6 Engineering * r 0 KYLE J. CARTIER, P.F.. 53269 ,4 Inc .....HA. �`� 0 JEFF A. KIRKMAN, P.E. 65629 " JnJo, F1°r §H 0 ADAM S. LEVINE, P.E. 77010 ■ SAMUEL R. ALEXANDER, P.E. 55422 O fl GENERAL NOTES >. 1. REFER TO SYMBOL LEGEND ON DRAWING E-0. Ld p Y Q " 2. REFER TO GENERAL NOTES AND LUMINAIRE SCHEDULE ON DRAWING E-0.1. Z LLJ m 3. REFER TO SPECIFICATIONS. LLJ 7)cD Q (n O) p 4. CIRCUIT NUMBERS AT SITE LIGHTING LUMINAIRES ARE FROM Q M M PANEL 1B1. SEE PANEL SCHEDULES AND EQUIPMENT BRANCH m N o '-ate CIRCUIT SCHEDULE ON SHEET E-5 FOR CIRCUIT INFORMATION. to 0 z HOMERUN EACH SITE LIGHTING CIRCUIT VIA LIGHTING PANEL Z Ld a U p — rn CONTROL LCP1. F- Z a a ILO � J 5. SWITCH LEGS AT SITE LIGHTING LUMINAIRES REPRESENTS Q a _ 04 SCHEDULESWITCH LEG RLIGHTINGOM ONSHEET E5 FOR THE CORR SPONDING RE RELAY 1 v IL _ NUMBER. ui a" Z = Qw Uj - - --- -- - - ---- REFERENCE NOTES J cr 0 o O1 POLE MOUNTED LED SITE LIGHTING LUMINAIRE CONTROLLED BY 0 U-) w 2 / LIGHTING CONTROL PANEL LCP1. TYPICAL OF (6) SUCH Ld (D > IL LUMINAIRES. I POWER EQUIPMENT CONNECTION TO SINGLE UNIT, PEDESTAL -MOUNTED ELECTRIC VEHICLE CHARGING STATION V) w r (EVST). DESIGN SELECTION: SCHNEIDER ELECTRIC # EV230PSR U g r - OR APPROVED EQUAL. SEE SCHEDULES ON SHEETS E-5 AND LLJ 0 o E-7 FOR CIRCUITRY REQUIREMENTS AND SEE DETAIL 1 E-7 — N s I - 2 FOR PRODUCT DESCRIPTION. a z 1� Q a - ---� - — -- `� � %C EIVS , y% �% No °`: 5 2 ,� rar 1r( J o c j SL1 10,aa SL1 1 yl<A 0 P.•' �� Ni j//ANAL E�O ; I r SL1 0 ILLJ 0 id a < \� �\L__ LEI\ - SL2 _. -- — m g l Dili .._. .. -. ,. �I I O Ij 1� - --- - Q EVST1 o- ._L_. �i —._ -- - — U� 2 j U 1`VST2 L� IILij ; : I I - i c cn QLo III s aSUNSHINE KT �§E I� 0 4 Ld SL2I SFI w F in a �j) it I � 10,aa - -1 - L`' - SL, o CIL ! — - - - - —1 /I ! JI Q ry W in z 0 � N > I I W z W Q 0 z 1 — I.HL �/ E-0.2 1 „,-0„ COMM. NO: 080215VB DATE: 24 MAY, 2016 ,I Sims Wilkerson Cartier BY: TLC i99i Engineering, Inc. CH'KD: SRA 12124 High Tech Avenue - Suite 200 I V Orlando, Florida32817 SHEET NO. (407)380.0400 FAX.(407)380-5900 FL. CERT. OF AUTH. NO, 6106 16019 s WUl mon Curlier ? 0 GARY A. WILKERSON, P.E. 43167 in Engineering O KYLE J. CARTIER, P.E. 53269 .: <, Ivdaryi yce. 2 �1 0 JEFF A. KIRKMAN, P.E. 65629 ado, it .K ' ' p ARAM S. LEVINE, P.E. 77010 ■ SAMUEL R. ALEXANDER, P.E. 55422 0 - GENERAL NOTES 1. REFER TO SYMBOL LEGEND ON DRAWING E-0. Ld -j Q 0 Y = 2. REFER TO GENERAL NOTES ON DRAWING E-0.1. Z:d W 3. REFER TO SPECIFICATIONS. m w tz 0 4. CIRCUIT NUMBERS AT RECEPTACLES ARE FROM PANEL lAl tz V) a to N O UNLESS INDICATED OTHERWISE. SEE PANEL SCHEDULES ON Q 0 LNi r� M SHEET E-5. SEE EQUIPMENT BRANCH CIRCUIT SCHEDULE m 1n o ~ Q ON SHEET E-5 FOR BRANCH CIRCUIT SIZES. Z a 0 Z p I o. - 3 — 0) I- Z a. �: OJ u7 ry a J CV U � U W -ia� Z = a L`' U >-m Of 0 W J a 1r0Z irn w Z: LIJ cb > CL ....milli WeIIIIIIIIn�enIIIIIl1e .�nnlllllllllllllllili��. II �III�III��II�I�!'���III�II� I1 /✓/ : �/ '., a -\/LQ mTn 17 20 19 19 21 21 161-13 iBi-13 , 7 20 * ; 11 119 112 - * Qa1 T 1 17 c;ifi .r 1, 21 c OF , 20 l H.. F_ 17 23 20 19 15 18 23 d 24 24 ' ! I 18 15 ti 5 114 24` ogEl D 18 24 18 / C W c eE-108 120 1B1-13 lBl-13 b / 116 p; � - U W /Fj1 e .Ii. — 2 102 1B1-13 181-14 lBl-14 iB1-13 ° LLJ a En o r - ,.M Y 7 CU-3 I (%� 0 0 elf a CU 1 r CU-2 i ° 0 rn b o LJJ r i cu-4 I 1B1-15 U E-4.7 ° I- W /II o WPG 28 v , O DS/CU-4 -14 w 0 WPG 0ELDS/CU-3 DS/CU-2 I CNN DS/CU-1 i e I z ,Lchen T.T. "AIN1 SI=t .f 104 2 12 I LLJ IL f \ N 'SERVICE. 0 103 101 1 00 z I DS/EUH-1 f lBl-14 1B1-14 w ° F ° z/ L O o ° WPG ° lBl-15 � Q _ I n— i Z OMAY. '16 © THESE PIANS MID / THE INFDRNATON S. HERON ARE THE - MEF WHM aR IN W Is ear Y a m PA AND REPROIXIC110NS, DiSCI.OSDRES ORI$ _ _.. WINTED WRNOW MOM PERIOSSION. FLOOR PLAN - POWER AND SYSTEMS COMM. NO: 080215VB DATE: 24 MAY, 2016 "Iul Sims Wilkerson Cartier BY: TLC ¢ 1991 ,, Engineering, Inc. CH'KD: SRA 12124 High Tech Avenue - Suite 200 Orlando, 400 Florida 32817 FL.0 RT.OFAUTH.AX O.6106, SHEET N0. FL. CERT. OF AUTA. NO: 6106 16011,19 Ifs Wilkerson Garde O GARY A. WE,KERSON, P.E. 43167 ' +Y1 Eng►neering 0 KYLE J. CARTIER, P.E. 53269. ryvaled 0 XFF A. KMKMAN, P.E. 65629 a . O ARAM S. LEVIlVE, P.E. 77010 ■ SAMUEL R. ALEXANDER, P.E. 55422 OF I i I!I - - _ GENERAL NOTES } 1. REFER TO SYMBOL LEGEND ON DRAWING E-0. LJ Q � 2. REFER TO GENERAL NOTES AND LUMINAIRE SCHEDULE ON Y " Z CL DRAWING E-0,1. w _ _ m w 0co 0 3. REFER TO SPECIFICATIONS. a to 0) o 4 CONNECT ALL EXIT SIGNS AND EMERGENCY LUMINAIRES AHEAD OF U "rr) 04 O ALL LOCAL SWITCHING. m N o F- Q 1n o Z 0 5. LUMINAIRES ARE CIRCUITED TO PANEL 1A1 UNLESS INDICATED Z a O — rn OTHERWISE. W 0 a n' O LO F— Q REFERENCE NOTES ❑1 SUSPEND THE TYPE C2 LUMINAIRES IN THIS CORRIDOR AT 10 L� c) Q I-_ -I a FEET ABOVE FINISHED FLOOR TO BOTTOM. __ Q W >m•• A INDICATED TO c� O w 2 CONNECT OCCUPANCY SENSOR TOGETHER S � ❑ 0 CONTROL ALL THE LUMINAIRES IN THIS ROOM, .SPACE, OR J i O SHEET E-4.1. G= 0 CORRIDOR. -SEE DETAIL 1 ON Q Lr1 w = W w > EL I U i a 1A o F- li 0 N = Q C)Q _ 181-8 J1 181-8 J1 1B1-8pJ1 1B1_ 8pJ1 \ � p � � p ❑ ❑ � _ _ ❑ >> /, ❑ ❑ r L / / E o / <✓ "` ' STATE OF A A A 2 A 1B1-7 1B1-7 iBI-7 1B1-7 ❑ .�` C IH -I IH IH OS 1 OS m fr".IY` ❑ 4 j� b 1 _- -� � i llliili411 =A F=A I 1 VS MA VS 1 O FFir-Ag �A1 � 5 OS L ❑A 1 1 1 �r'r'"cam 1 1 G.1 !1:r,n 1B1-7 iBi-7 iBi-7 61- h . . -� 4 =A I=A OS H H H VS ❑ '0 1 VS 1 1 A ❑A A' L TYP.) 2 161-12 ° TYP. 2 1 1-1 ( o - ° airs,.: ( ) ° iBt-12 - iBi 12 161-12 161-12 16112 lB1-12 O1 1B1 12 or cql OS 161-8 Cil� II S s.o T Cl C1 C� OS Oj �C2 �C2 OS ❑C2 ,B178 / IUI I i (�') 2 5 OS a ® Kl C1 H1� ®12 °o J L.... _ 1B1 6 iBi B 161 O .— O J 3 6 iB1-12 lB1-1 lB1-12 iBi-12 TYP.Q ( 2) H//,H H �C \. C C u- C o �m kit;ch�:n S ❑ � , a\ C ° IL ❑ ° C 3 3 ❑ ❑ 4~� C C �UJ O� 1B 6 I1B1 6 iBi 6 LU m Um H H N— II L I- ry LL (TYP.) 2 F- C2 3 3 C2 Q2 w U -I > 3❑ OS❑J3 DOS C 0 I o 3�C2 C caesd"cry atcraec 0- I1B1- 1B1-5 iB1-5 161-5 H IH C C 4 C C 11 1 trh�ri S OS OS C C fB1-5 C iBi-5 J1131-5 iBi-5 ❑H H H jany V _mT1 I L"iI W OS 5 5 5 ❑ ❑ �1 C1 C2 C2 4 OS C2 H1 H1 H1 H1 I_ V o Z a z L 0 O U K L a. F- LU � N V Ld W > W A ( 00 00 W F Q i#— L O Z 1'nr/ Y1- i�F COMM. NO:080215VIB DATE: 24 MAY, 2016 -0gt1RA1j Sims Wilkerson Cartier BY: TLC :a¢ ° Engineering, Inc. CH'KD: SRA 1991 12124 High Tech Avenue - Suite 200 OrlandFlorida32817 SHEET NO. l (407)380.0400A400 FAX (407)380.5900 16019 FL. CERT. OF AUTH. NO. 6106 51 s Wnkerson Garde O GARY A. WILKERSON, P.E. 43167 aingineering O KYLE J. CARTIER, P.E. 53269 — �.. ,�Jamlo, Flo O ADAM S. LEVINE, P.E. 7709 10 ,. ■ SAMUEL R. ALEXANDER, P.E. 55422 O F' GENERAL NOTES r 1. REFER TO SYMBOL LEGEND ON DRAWING E-0. W J .. Q 0 2. REFER TO GENERAL NOTES ON DRAWING E-0.1. Y - " Z M 3. REFER TO SPECIFICATION vi XO m W c�0 lAl-13 1A1-16 �4 J It EF-3 4. REFER TO KITCHEN EQUIPMENT SCHEDULE AND PANEL SCHEDULES V) a v1 N O +40 P P1A1-16 I ON SHEET E 5. 4 o ro w M M -, 1A1-14 ❑ 1Ai-22 5. CIRCUIT NUMBER ADJACENT TO EQUIPMENT AND DEVICES ARE Z a c z o 1A1-13 R ❑° FROM PANEL 1K1 UNLESS INDICATED OTHERWISE. u O — 1 lAl-13 1A1 1 DS/AHU-2 lAl-16 }' EW 1A1-22 GI � P �® P AHU❑f 2 O � 1A1-14 1A1-16 5 M +40° PM P 1A1-1 1A1-13� AHU/CP-2 FAAP F 0 23 F ■ S 102 ~I VFD I BMS 1A1-22 `\ VFD/AHU-3 P P P P F G' 48 1 +16" z a ILL Ou) Q a L` ^ J U C4 a-_�. LIJ Z U >_ 00 O W a z ��O 0 Ld EL W to > ,alllllllli,_,allllllllit �'llill I�lilIIIIII!!luIIII . IOIIIIIDI,�I,IIIIIiIUd 2 (G 22 16 ,s 14 14_ S REFERENCE NOTES lAl-23 16 G R �� Q .. ,E ,✓' I " 1 CEILING MOUNTED JUNCTION BOX FOR RETRACTABLE HANGING \G Np .Qi - 0 ELECTRICAL OUTLET. PROVIDE CIRCUIT AS INDICATED. - --. AHU 3 No. c ' NFD1S __ .. 5 224 G LANKED OFF Q PROVIDE A CONDUIT STUB TO AN ENCLOSED, B ❑ M�J L.J ❑ JUNCTION BOX FROM ADJACENT GAS WATER HEATER - ST 1 ! / DISCONNECT SWITCH, GWH-L JUNCTION BOX TO BE FOR Qa ., • r I` FUTURE GAS WATER HEATER CONTROLS POWER.. P, I100c J/K 30 TENANT MAIN DISCONNECTING MEANS MOUNTED ON WALL WITH N�//s/ANAL' E�\ ASSOCIATED EUTILITY METER REQUIREMENTS. SEE POWER RISER DIAGRAM 1C 22ON SHEET ( 16„ ❑ 1 16" ®OWNER HOUSE PANEL MOUNTED ON WALL ABOVE UTILITY 22 METER. ENSURE THAT TOP OF PANEL IS NO MORE THAN 6'-7" G 1 J c P 45 I J ABOVE FINISHED FLOOR TO TOP. 1 J c - +401 ❑5 CONNECT TO THE LOAD SIDE OF ROOM OCCUPANCY SENSOR. J/K ❑ 8Jc 6Jc 6 Jc W ❑ J/K I J/K J K © CONNECT TO THE LOAD SIDE OF ROOM SWITCH. ❑ �— 1 / 70 PROVIDE FIRE SMOKE DAMPER ADDRESSABLE CONTROL MODULE ❑ Q 15 P +16" AND RELAY FOR SMOKE DAMPER CONTROL. --- PROVIDE 120V POWER FOR AHU CONTROLLER AS INDICATED IN ❑ — — — EQUIPMENT BRANCH CIRCUIT SCHEDULE. ALSO PROVIDE 3 4" C. — _ BACK TO ELECTRICAL ROOM FOR DATA CABLING TO CONTROLLER. P P D E A B I 17 17 3 4 48" 28 + 0 +16" G +48" G +48" G + 8'' G J 31 +48" U) 24 _ ❑ W d 1 2 3 4 5 6 7❑ \� DS AHU 4 t _ 18i-16 24 G / M ,,1C C1 ��� y �i<)I ��., ❑ �� PANEL ® ❑ 26 WPG 24 '1K1' LO b AHU-4 AHU/CP-4 +16" 26 0 8 9 10 11 12 13 14 24 +16„ ■ 6G I g G +16 G +48 G +48 1+40" 2 +48"7 I D E B A I I - P P I I 1 1 23 G �1 P 1 J c : -1 J/K 1 J/K 1 7 J c 7 J c +40" J K J K 9Jc / +16" G 26 1 -- 23 G „Jc 9Jc J P +16" J/K J/K 1 YOUR PRO KITCHEN (y.p.k.) EQUIPMENT PACKAGE FOR TCERDA TYPE EXAMPLE POWER SIZE A CONVECTION OVEN BAKERS PRIDE BCO-G OR SIMILAR 2 115V 60 1, PHASE, 7.5 AMPS 39" W X 41-7 8" D X 64" H ; B RANGE IMPERIAL IR-6-G24 00 SIMILAR GAS ONLY 60" W X 29" D X 56-1/2" H C MIXER HOBART 20 QT. (H1_20) TO! 30 QT. (HL-300) OR SIMILAR 120V, 1/2 TO 3/4 HP," 9.5 AMPS 26" W X 24" D X 49" H D REACH IN REFRIGERATOR KELVINATOR KCBM23R R SIMILAR 115V 8 AMPS OR LESS 29 " W X 4" D 3 X 82" H E REACH IN FREEZER-` KELVINATOR KCBM23F R SIMILAR _ 115V, 10.5 AMPS 54" W X 34" D X 82" H F 3 COMPARTMENT SINK SORTEC S18-32 OR SI ILAR! N/A 90" W X 23.75" D X -43.5" H G HAND SINK SORTEC HS17BC OR'SIMILAR:; N/A 17" W X 15" D H MOP SINK"- SORTEC FMS-252110 N/A 25" W X 21" D X 10" H I STORAGE TARGET ROOM ESSENTIALS 5 TIER SHELVING _ N/A 35.8" W X 18" D X 72" H J STAINLESS STEEL WORK TABLES ADVANCE TABCO`ELAG 3041 OR SIMILAR N/A 48" W X 30" D X 34" H K RETRACTABLE HANGING ELECTRICAL OUTLET 115V/60/1 PHASE, 20 AMPS N/A L TANKLESS INSTANT HOT WATER HEATER M PAPER TOWEL HOLDERS SAMAR LARGE CAPACITY ULTRAFOLD BLACK PEARL N SOAP DISPENSERS BOBRICK B-2111 0 WATER FOUNTAIN ELKAY EZTL8LC OR SI ILAR ' 11 V 60 4 MP 5 AMPS 36 .75 W X 1 9" D X 25.9 " H P OUTLETS FOR CLIENT COLD STORAGE 20 MPS ALTERNATING 16" AND 40" FROM FLOOR Q PREP SINK ` V / L1J Y 0 L1L I ❑ o w ��a /n V / U, w rn V z OY 1L O Q LLI O �I i ` 26 G -- �M er /I +,6" r z JVG ---- CONDUITS FROM hz PSITE. SEE �o 21❑ Q G M DETAIL 3/E-6 in1 - > ❑❑NCG �4 3 3 WIREWAY BELOW +16" G " 5 R ' jX,, ` .E El III o w M lz_ 1 DS/lC1 D8/1D1 a VFD/AHU-1 DH-1 LLI o TTB _ 1 Al-27 `V1 z AHU-1 1B1-32,34 < (DI MAY. '16 THESE Peas AND THE' INFORIAATION SHOWN HEREIN ARE THE PROPFXIY OF E I) ORRENBIS BINUEY WHREM 2 < PANEL PA AN00D PANEL REAt00 ONS, 06CLOSURES OR USE , 25 lAl-27BM lAl-30 TGB DP _lA1 lBl-16 Z —29 THEIRW N WHOIE OR N PART IS EMPRMSLY PRO- . I I HHNED MOM MIiI11EN PFTtlAI5510N. ❑ -_ DS GWH-1 L] EI 11 O W COMM. N0:080215V6 1B1-16 WPG DS/GWH-2 DS/HWRP 1 PANEL PANEL 1M1 DATE: 24 MAY, 2016 AQUASTAT LCP1 Sims Wilkerson Cartier BY: TLC Engineering, Inc. CH'KD: SRA 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 SHEET N0. (407)380-0400 FAX (407)380-"00 i - FL. CERT. OF AUTH. NO. 6106 16019 1 ENLARGED PLAN - POWER AND SYSTEMS , A `E gi�eer Co o KYLE) AR�R °E 32693167 10, M*vTxval d, 0 JEFF A. KIRKMAN, P.E. 65629 Yu7 E-2 1 /4 = 1'-0" FloT p ADAM S. LEVINE, P.E. 77010 �!Nr3iig'Cl'�'Nb ' ■ SAMUEL R. ALEXANDER, P.E. 55422 0F - ;C- I GENERAL NOTES 1. REFER TO SYMBOL LEGEND ON DRAWING E-0. Y Q � 2. REFER TO GENERAL NOTES ON DRAWING E-0.1. a z_ LJ 3. REFER TO SPECIFICATIONS. CO w 00 4. REFER TO EQUIPMENT BRANCH CIRCUIT SCHEDULE AND PANEL (n a U)N O SCHEDULES ON SHEET E-5. Q L) w r,0 M 5. AIR TERMINALS SHOWN ARE PARAPET MOUNTED UNLESS NOTED to 000 o 17-- z 0 OTHERWISE. z a O 0) 6. PROVIDE A UL MASTER LABEL LIGHTNING PROTECTION SYSTEM IN w p a Q SON ACCORDANCE WITH UL 96 AND NFPA 780. IX a - ^ J N _ 7. FOR AIR TERMINALS LOCATED AT CORNERS OF PARAPET, LOCATE U WITHIN 2 FEET FROM THE EDGE OF THE CORNER. Li J Q 8. SEE LIGHTNING PROTECTION DETAILS ON SHEET E-4. = 0 Qw >O m w z REFERENCE NOTES ° a LO w oz w cD > w 10 ROOF MOUNTED AIR TERMINAL. 1 ROOF PLAN - E E-3 1 /8" = 1'-0" Q DOWN CONDUCTORS IN 1° PVC CONDUIT WITHIN WALLS OF STRUCTURE TO GROUND TERMINAL (GROUND RODS). O3 FOR EQUIPMENT DISCONNECT SWITCH INDICATED, MAKE CONNECTION TO ASSOCIATED EQUIPMENT ON LOAD SIDE, AND MAKE CONNECTION TO SOURCE PANEL WITH BRANCH CIRCUIT SIZES AS INDICATED IN EQUIPMENT BRANCH, CIRCUIT SCHEDULE. ® PROVIDE 120V POWER FOR CONTROLS AS INDICATED IN I,". ... W,1II 1p",W.,•al1 ,aIIII1111k,"111lllllll�s '�0111111I��"'�IllliilDil EQUIPMENT BRANCH CIRCUIT SCHEDULE. ALSO PROVIDE 3/4 CONDUIT BACK TO ELECTRICAL ROOM FOR DATA CABLING. 4 %cE fi 50 EQUIPMENT MOUNTED AIR TERMINAL. �\��J 4 NSF t No m 0-, STq OF A(4 �i BONA L ECG \\�� I W WO tiII �m LP LP W Z Q -z LP o Cn W J 2 TYP. LP M C%) o a O 2 D <r I 0 rn W M LP L L� 0 w / =w CD I_� � U w 0 'Q 0w ��� C� O W m 00 0o w o LP o= O <L LL- O Q i U L_l._ U O O O O WLID W En o z 0 0 2 En TYP. O s W I X o LP�—� LP Z \ W Q J a 0 L1_ 6 z ©...MAY. '16 THESE PLANS AND. O TIE INPORIWATION SHOWN HEREIN ARE THE PROPIXIY OR E DFREN844 9NUEY WHIRM O PA AND REPRODLCRONS, AS SORES OR USE TkAEOF N WHOIE OR INPNN IS EMRPRO MLY - . "M WNNDIR ffi I PERMISSM. ALA I COMM. NO: 080215VB DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLC SRA 1 91 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 SHEET N0. (407)380-0400 FAX (407)380.5900 FL. CERT. OF AUTH. NO. 6106 16019 ims wilkenon Ca ,' 0 GARY A. WILKERSON, P.E. 43167 Engineering 0 KYLE J. CARTIER, P.E. 53269 0 JEFF A. KIRKMAN, P.E. 65629 0 ADAM S. LEVINE, HE. 77010 0 SAMUEL R. ALEXANDER, P.E. 55422 i-' a o z w inIJJ vi o a NO'0 I " N - V) PARAPET Q O L M cV rn Z a c Za�j` - o O� W CD a COL N N I r Q C) CL I AIR TERMINAL WITH PO NT EXTENDING A MINIMUM OF 254mm�, PARALLEL COMBINATION z Q w ( ) CABLE SPLICER U > m w 10" ABOVE TOP OF ARAI�ET [Cpz kl ROOF O Lw= ' W w > IZ AIR TERMINAL BASE. SECURE 1N PLACE WITH APPROPRIATE FASTENERS �. (8)" RADIUS 203mm (8") RADIUS MIN: LESS THAN 203mm ,r, + ' )I _ r 90.0• ,eliilllle,�,alllllllll�, IUII,��rP.....rer�,1111I �nolllllllllllllllm��� yll 90' MIN: Y / Ii' / LIGHTNING PROTECTION CABLE \�1��0 �tCElys .yip ACCEPTABLE NOT ACCEPTABLE Y1' ' \ y' N0 Q� - P srA op 203mm (8) RADIUS OR � r 1 J �' N ��/j� ANAL LESS THAN 90 NOT ACCEPTABLE 0 W i U Q 4 TYP. CABLE BEND REQUIREMENTS ; 2 PAR APET MOU NTED AIR TERMINAL -4 NOT To SCALE . - E-4 NOT TO SCALE ( 1 ! Z hi (/) <L, o� QM Y n 25.4mm(1") PVC CONDUIT DOWN CONDUCTOR IN CONDUIT. CONCEALED IWpI = w CONCEALED WITHIN COLUMN WITHIN COLUMN AND/OR WALL A CONSTRUCTION. SEE DETAIL X FOR EXACT , Q 0 w R WALL CONSTRUCTION.SE L o - 2 1 2"x5" HANDHOLE AND/0ROUTING. W O � / ENDS OF CONDUIT PERMANENTLY ' � � � WITH DOOR WATER TIGHT WITH DUCT SEAL '4 U O U 0, 20' 0' AIR TERMINAL r `i L F- C,4 ow EXCAVATE AND REPLACE EXISTING CONCRETE OR ASPHALT AROUND NEW POLE AS NECESSARY FOR n " I! I� O CC 18 INSTALLATION OF NEW POLE ,' LIGHTNING PROTECTION CABLE - '\ ¢ O - - i = _ = -i - TERMINAL BONDING LUG. Co ` _ -- -- - - - '-I--__If-1-III-III- ,, .III_-IIII III III III III ' - _ - - - -. I— - -' - - <�, I SECURE WITH 6mm 1 4 x - - _ = _ _ _ _ -11 _ i!-III=III=1 ';' 11-111-IIIIlI II_-ILI-111 III. III I � I III III III II. I, ,I _ -,,,. „ =- - - - - - - - -iu 19mm 3 4 STAINLESS STEEL I- I I _III-III-I11-1 l I-1 I I I I L_l I I� I I-{ II IJ I I-! I I_ I I[ (/ - - _ _ I_ MACHINE SCREW AND 6mm _II —_— 1..__ < ... ' - - --111-III II -III II -III 24 _III III � - - - - , � r � , :: , ® 1 4 STAINLESS STEEL NUT. „ <) .III IiI _ ! _ ADHESIVE AIR TERMINAL BASE. SECURE .;:,. (/ ) - I ONDUIT AS INDICATED IN PLACE WITH AN APPLICATION OF. �1°.- �� ii \, PARALLEL COMBINATION CABLE SPLICER i i ON PLANS COMPATIBLE AD �ESIVE COMPOUND' �, /�^ ^> �A .r�'� � 11 CONDUIT ACCESS HOLES ADHESIVE TYPE CABLE HOLDER. SECURE IN , 5'-0' .PLACE WITH AN APPLICATION OF COMPATIBLE ADHESIVE COMPOUND. FASTEN CABLE 900mm w �� ADHESIVE TYP. CABLE HOLDER.SECURE IN ���,� (3'-0" O.C. MAX. PLACE WITH AN APPLICATION OF COMPATIBLE 5/8"x10'/� �' .i ) ADHESIVE COMPOUND. FASTEN CABLE 900mm GROUND RO&� I— /1 SECONDARY BONDIN CABLE (3'-0") O.C. MAX ? �r> LIGHTNING COURSE �. LIG PROTECTION CABLE. �, CLASS II CU. LIGHTNING CONDUCTOR UP TO, POLE TOP LUMINAIRE. BOND TO LUMINAIRE AND 1 �� CABLE TO THE NEAREST MAIN CONDUCTOR EQUIPMENT GROUNDINGz CONDUCTOR . i w ; I I w 5 LUMINAIRE SL1 POLE DETAIL ROOF MOUNTED AIR TERMINAL CONC ALED DOWN CONDUCTOR TO GROUND TERMINALSo 3 E-4 NOT TO SCALE E-4 NOT TO SCALE E-4 NOT TO SCALE 0 J Z QQ MAY. '16 TEse auNs AND I THE INFORNAMM SHOWN HEREIN ARE THE IF-- PROPFRIY OF EgURD OPoIOW MOB PRCMRE= PA. MD REPRODUCRONS, DE OSURES OR USE THEREOF N W OR N PM 6 IXHt y PRO- HWRED WTHOU! WNNTEN P060MON. COMM. NO:080215VB DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLC Engineering, Inc. CH'KD: SRA 12124 High Tech Avenue - Suite 200 Orlando, Florida 2817 SHEET NO. . FL. C RT. OF FAX . NO. 6106 0 FL. CERT. OF AUTH. N0. 6106 16019 I Lars Wilkerson Certle O GARY A. WILYERSON, P.E. 43167 E[I'gIneenng. O.KYLE J. CARTIER, P.E. 53269 C ADAM S. LKl EV NE RE, 77010 ■ SAMI TEL R. ALEXANDER. P.E. 55422 �. OF - w DS/TMAUCU-2 DS/TMAU-2 6" SQUARE CONCRETE POLE (TYP.) STAINLESS STEEL 1-1/2"x1-1/2, METAL CHANNEL SUPPORT BOLTED TO CONCRETE POLE AS REQUIRED FOR EQUIPMENT AND CONDUIT SUPPORT (TYP.) DS/KEF-2 ROOF TOP EQUIPMENT DISCONNECT SWITCH (TYP.) PLYWOOD BACKBOARD I 1/4"x2"x18" LONG COPPER BUS RIGID GALVANIZED STAND OFF DRILL AND TAP FOR #10 LUG STEEL CHANNEL (TYP.) WITH INSULATOR MIN. OR ®1" OC EACH WAY. AND 5/16" BOLT O , JL CONDUIT O 1 CONDUIT DUPLEX RECEPTACLE WITH (TYP.) INTEGRAL GROUND FAULT O O CIRCUIT INTERRUPTER AND O DUPLEX RECEPTACLE WITH WIDTH AS REQUIRED ROOF TOP EQUIPMENT DISCONNECT SWITCH (TYP.) DS/KEF-1 DS/TMAU-1 FDS/-nAAUCU—fl ----------------- ------ 1-5/8" (0.40mm) 1-5/8" (0.40mm) RIGID GALVANIZED STEEL CHANNEL— WEATHER PROOF COVER INTEGRAL GROUND FAULT O „ RIGID GALVANIZED CIRCUIT INTERRUPTER AND RIGID GALVANIZED WEATHER PROOF COVER STEEL CHANNEL CONDUIT CONDUIT � DRILL AND TAP FOR #4 LUG. (TYP.) J Y Q o Z EL- w m w Q p (D In 0) O Q O N wMM m !n N DO o o HQRt Zp Z a 0 a p-0) �QLO a a mow^ J N CL 0 Z H = JQv a v' U >_ CO l;j J Q 1r0Z 0 w� U-) LJ co > o III,,...Wa11' IIII....Wa11 .nIIIII11111,_,nlllllllll� ��InnIIIIIIIIIIIIIuo�l� IIIIIIIh�I�Pi�llllll11il ROOF CURB ROOF PENETRATION ROOF DECK #3/0 CU GROUND CONDUCTOR �\QJ V\CENS I19yiiJ EXTEND TO MDP GROUND BAR. * No.. , FASTENERS OF ; ROOF tROOFWITH SILICONELIGHTNING PROTEC11ON CABLE yFSFOR DP PENETRATION (TYP.) TRAl10N SEALANT (TYP.) N t� N i AL E FRONT VIEW SIDE VIEW 4 DISCONNE T SWITCH RACK MOUNTED DETAIL 3 GROUND BUS DETAIL U U E-4.1 NOT TO SCALE E-4.1 NOT TO SCALE U U i I m CONDENSCING UNIT DI! SWITCH (TYP.) DS/CU-1 DS/CU-2 JL DUPLEX RECEPTACLE WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER AND WEATHER PROOF COVER � 'n DS/CU-3 DS/CU-4 SIZE OF RACK TO BE AS REQUIRED FOR EQUIPMENT SIZES. MINIMUM 12" SPACING - BETWEEN DISCONNECT. - SWITCHES 60" U) V`) oL0 0 0, LOCAL M OFF L SWITCH p Y NEUTRAL WHT RED A 0 o POWER D PACK U = HOT BILK RED W O Q w w_ C�onw Uw0� �" Of m m CONTROL OUTPUTc w COMMON ANY 24VDC O NOTES: MAXIMUM NUMBER OF SENSORS PER POWER PACK DEPENDS ON THE MODEL OF SENSOR. SEE THE PRODUCT DATA SHEET TO DETERMINE THE SPECIFIC CURRENT CONSUMPTION OF EACH SENSOR. PROVIDE HUBBELL "ATD" SERIES SENSORS WITH CU300A CONTROL UNIT. PROVIDE ATD 2000C IN PEN OFFICE AREAS AND ATD 1000C�IN SMALL OFFICES. LOCATE PER MANUFACTURER INSTRUCTIONS. CEILING/WALL +24VDC SENSOR O tZ w CONTROL OUTPUT 40 COMMON ANY 24VDC CEILING/WALL +24VDC SENSOR CONTROL OUTPUT ANY 24VDC COMMON CEILING/WALL +24VDC SENSOR U W V) MULTIPLE OCCUPANCY SENSORS N USING ONE POWER PACK DETAIL W W E-4.1 NOT TO SCALE w dZ6 Q© MAY. '16 THESE PLANS AND 1 THE INNRNAMENN SHOWN HEREIN ARE hE II— PROPEAh OP EdIRU IXIDENflAS 9NDEY ARCHDECIS. PA AND REPRODUCNONS, DISCLOSURES OR USE W OEREOF IN WHOIE OR N PART IS MRESSLY PRO HISIM WRIHIIR WR PERMISSION. COMM. NO:080215VB DATE:.: 24 MAY, 2016 Q, Sims Wilkerson Cartier BY: TLC Engineering, Inc. CH'KD: SRA L991 12124 High Tech Avenue - Suite 200 Orlando, Fl0FAX(40da 17 80-5900 SHEET NO. FL. CERT.400 OF AUTH.. 03 6106 16019 ims WOkemn cars ,I 0 GARY A. WILKERSON, P.E. 431 Engineering 0 KYLE J. CARTIER, P E. 53269 0 JEFF A. KIl2KMAN, P.E. 65629 0 ADAM S. LEVINE, P.E. 77010 jLk, 6 ■ SAMUEL I- ALEXANDER, P.E. 54OP POWER GENERAL NOTES POWER REFERENCE NOTES _j 1. REFER TO SYMBOL. LEGEND ON DRAWING E-0. 01 METAL CABINET FOR POWER UTILITY CURRENT TRANSFORMERS Y a o (CTs). PROVIDE SIZE AN OTHER REQUIREMENTS WITH THE Z D_ w I 2.. REFER TO GENERAL NOTES ON DRAWING E-0.1. UTILITY COMPANY. 3. REFER TO SPECIFICATIONS. OP GROUNDING ELECTRODE TAP CONDUCTOR. PROVIDE #3/0 AWG m w Q (.0 0 0) O COPPER. C) Q m (V w M M 4. REFER TO THE EQUIPMENT BRANCH CIRCUIT SCHEDULE, THE O PANEL FEEDER SCHEDULES, AND THE ELECTRICAL PANEL 3 O SIZE 3 0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR / m N o o Z Q � 1 SCHEDULES 0 N SHEET'' E-5' .FROM MAN GROUND BUS (MGB) TO (3) 3/4"X 10' COPPER a Z o U -0 O - rn 0O KITCHEN MECHANICAL ROOM 101 _ _ _ i _ TE ELECTRICAL ROOM 100 TENANT SPACES _- INDICATING THE MAXIMUM AVAILABLE FAULT 5. FIELD MARKINGS INDIC, WELD GROUND RODS SPACED 10' APART. W O a F- z 4 i a- J � - - - -- - -- ^M •�* - - -_ _ - - - _._:. �i CURRENT ON PANEL DP, ON PANEL 161, AND ON DISCONNECT SWITCHES DS/1C1 AND DS/1D1 WILL BE REQUIRED ONCE THE ® (1) MINIMUM SIZE 4 AWG COPPER GROUNDING ELECTRODE - Q � 4 M LL J 04 9 UTILITY TRANSFORMER, FAULT CURRENT INFORMATION IS OBTAINED. CONDUCTOR TO AVAILABLE 20' CONCRETE ENCASED p Q "tom IL S S/1C1 80 MARKINGS SHALL BE IN ACCORDANCE WITH 110.24 NEC 2011. ELECTRODES; (1) MINIMUM SIZE 6 AWG COPPER GROUNDING w U� ELECTRODE TO AVAILABLE CONTINUOUS METAL WATER PIPE Q .J Q _ - - _ - - - - - - - - - - I ELECTRODE IN DIRECT CONTACT WITH AT LEAST 10' OF EARTH; Z v >- m 10 r -- - - - - - - - - T - -- 1 (1) MINIMUM SIZE 2 AWG COPPER GROUNDING ELECTRODE D w O W PANEL DS/1D1 8 9 I CONDUCTOR TO THE CLOSEST LIGHTING PROTECTION GROUND J Q O Z O= 1131 (HOUSE) I I I TERMINAL, p Lo w I LLJ c0 > d 10 FUTURE DISC SW I- - - C r r I O5 (1) SIZE 3/0 AWG COPPER GROUNDING ELECTRODE SPD 10 SPD 10 SPD 10 SPD I CONDUCTOR TO TELECOMMUNICATIONS GROUNDING BUSBAR FORT PIERCE ELECTRIC CT ' o-Q TILITY METER (TGB) IN ELECTRICAL ROOM 100. UTILITY TRANSFORMER CABINET PANEL 8 O O ` (TYP.) I I N w WITH 2O8Y/120V Q 1 O DP O_ 7 UTURE METER I © (1) SIZE 3/0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR TO EQUIPMENT INDICATED. 1 L a SECONDARY VOLTAGE LIGHTING UTILITY TENANT L-_J L__J L-- J w �- o PANEL PANEL CONTROL P NELU METER MGB, FUTURE FUTURE FUTURE PANEL PANEL PANEL Q (4) SETS OF 250kcmillN 2-1/2' CONDUIT BETWEEN _ c) N 4 1K1 1M1 PANEL tA1 12"x12" METAL WIREWAY 1D1 1C1 162 EQUIPMENT INDICATED. LCP1 FOR SPLICING SERVICE Q a GRADE - oursioE 2 _ __...._ 6 _...-_:. _ __ ENTRANCE CONDUCTORS TENANT 0 TENANT C TENANT B ( ) ( -- ... _,-......- ..) - -. .__.._. _ _..._ _ ._:_.. _ ___ �....___.. _ ......._ __:- 8 PROVIDE SERVICE ENTRANCE RATED EQUIPMENT . INSTALL MINIMUM 2/0 AWG MAIN BONDING JUMPER BETWEEN GROUNDED g - ENCLOSURE AND NEUTRAL BUS. MAKE CONNECTION WITHIN \wR:AL FI INCOMING UTILITY PRIMARY 4 3 EQUIPMENT ENCLOSURE. J�------- �� � .VXCEAf 92// CONDUCTORS = O DISCONNECT SWITCH 400A RATED, 60OV, NEMA 1 ENCLOSURE DISCO FUSED AT 250A. INSTALL A TYPE 2 SURGE PROTECTION DEVICE WITH INTEGRAL DISCONNECTING MEANS ON THE LOAD SIDE OF THE DISCONNECT SWITCH.. INCLUDE LABEL IN ACCORDANCE WITH *A , STATE OF •' a 110.24, NEC 2011 TO INDICATE THE MAXIMUM AVAILABLE FAULT '. R t�`s.4ORION-"TYPE S7®BREAKER 2 SURGE PROTECTION DEVICE. ffTD=TR IN PANEL AS CLOSE AS t THAT IT SERVES. POWER RISER DIAGRAM Z E-6 NOT TO SCALE O W Q m ',W Z 1 'I U� COMMUNICATION REFERENCE NOTES ! FIRE ALARM GENERAL NOTES FIRE ALARM REFERENCE NOTES L1J `(2) FOR 1. REFER !TO SPECIFICATIONS. 10 ,120 VAC DEDICATED CIRCUIT REFER TO ELECTRICAL 2 EMPTY CONDUITS TO PROPERTY LINE WITH SCHEDULES ON SHEET E-5. PAINT SOURCE CIRCUIT COMMUNICATIONS. COORDINATE LOCATION 2. ALL CIRCUITS SHALL BE RATE POWER LIMITED IN BREAKER RED AND IDENTIFY THE FIRE ALARM DONALD LANDIN WITH FPUAnet COMMUNICATIONS TIC 760. ACCORDANCE WITH NEC ARTICLE CIRCUIT AT THE CONTROL PANEL. ' (%� � o DIVISION OF FORT PIERCE UTILITY AUTHORITY- � ¢" o� - ©' 772 466 -1600 EX. 3307. ( ) 3. CABLE' INSTALLATION IN AREAS SUBJECTED TOof 2 O TYPE 1, 3"X3" WIREWAY WITH SCREW ON COVER. MECHANICAL DAMAGE SHALL BE INSTALLED 1N UL Q m O DUPLEX RECEPTACLES MOUNTED WITHIN LISTED MET CONDUIT OR RACEWAY. AL 3 O PROVIDE 3 4 C. TO NEAREST COMMUNICATIONS BOARD. o L PLYWOOD BACKBOARD: SEE ENLARGED PLAN ON _ SHEET E 2 FOR CIRCUITRY.' j 4. ALL NOTIFICATION CIRCUITS SHALL BE 14 AWG TERMINAL COORDINATE WITH OWNERS w MINIMUM JACKETED TWISTED PAIRS OR PER MONITORING SERVICE PROVIDER FOR MONITORING o MANUFACTURERS REQUIREMENTS. SERVICES REQUIREMENTS. W O Q 0 w p o I 5. ALL STROBE FLASH RATES SHALL BE SYNCHRONIZED ® FIELD VERIFY EXACT LOCATION OF PIV AND/OR U O a - LJ rn � AS PER NFPA 72. BACKFLOW PREVENTER. U rn o ELECTRICAL ROOM 100 __ v �D 6. ALL FIRE ALARM EQUIPMENT 120 VAC CIRCUITS SHALL OO FIRE ALARM ANNUNCIATOR PANEL SHALL ` BE PROVIDED WITH PROTECTION AND BREAKER DUPLICATE ALL CONTROL AND DISPLAY FUNCTIONS U LOCKOU T. OF THE BUILDING FIRE ALARM CONTROL PANEL. w -� FINAL LOCATION SHALL BE COORDINATED WITH FIRE O TELECOMMUNICATIONS: 7. SECON DARY' POWER SUPPLY CAPACITY SHALL BE 24 DEPARTMENT PRIOR TO ROUGH -IN. O TERMINAL BACKBOARD (TTB) HOUR STANDBY WITH 5 MINUTES OF ALARM. BATTERY © COORDINATE WALL SPACE PRIOR TO ROUGH -IN. BACKUP SHALL NOT BE LOADED MORE, THAN 80%. b 8. NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE D LOCK BOX FOR MASTER KEY. COORDINATE LOADED MORE THAN 80 0 % OF LISTED I OUTPUT. REQUIREMENTS WITH FIRE DEPARTMENT. 9. VOLTAGE DROP ON ALL CIRCUITS SHALL BE N0 SZ GREATER THEN 15%. 10. PROVIDE AWG CU. 6 GROUND CONDUCTOR FROM SYSTEMS GROUND BUSBAR TO EACH EQUIPMENT LL� p; �-V- PANEL' AND TERMINAL CABINET. FS/D 11, COORDINATE DUCT SMOKE DETECTOR MOUNTING WITH F MECHANICAL CONTRACTOR. DUCT SMOKE DETECTORS ADM SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR MOUNTED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR. C%) LB 12. ALL INITIATION DEVICES SHALL BE ADDRESSABLE w z O3 POINT Q N ,IDENTIFIED. 13. REFERTO FLOOR PLAN FOR FIRE ALARM EQUIPMENT w F.E COUNTS. NOT ALL FIRE ALARM EQUIPMENT IS SHOWN ON FIR ALARM RISER. TGB BACKFLOW Q a 6 O FAAP 5 O PREVENTER 14. PROVIDE RGE SUPPRESSION FOR CIRCUITS ENTERING E SURGE o 16' 1 O O AND/OR LEAVING BUILDING. 0 Face NAG LOBBY 117 0 ...-_ . -: . J NDER' GROUND CABLES SHALL BE LISTED FOR 15. ALL UNDER z J WET LOCATION USE. 16. ALL FIRE ALARM JUNCTION BOXES AND CONDUIT Li j SHALL BE IDENTIFIED AS BEING USED FOR FIRE ALARMIL (n ELECTRICAL 100 USE. COMM. NO:080215VB j DATE: 24 MAY, 2016 3 COMMUNICATION RISER DIAGRAM FIRE ALARM RISER DIAGRAM Sims Wilkerson Cartier BY: TLC NOT TO SCALE E-6 NOT TO SCALE �a� 12124M Engineering, Inc. CH'KD: sRA 1991 12124 High Tech Avenue -Suite 200 Orlando, Florida 32817 SHEET N0. . I:. FL. CERT. OF AUTH. NO. 6106 16019 -. (407)380-0400 FAX (407)380-5900 like on CaO GARY A. WILKERSON, P.E. 43167ims Win ERi O KYLE J. CARTIER, P.E. 53269 0 JEFF A. KIRKMAN, P.E. 65629 6 . ado "Fib' O.ADAMS. LEVINE, P.E. 77010 ■ SAMUEL R. ALEXANDER, D.T. 554E Full I i KITCHEN NOTES GENERAL NOTES 1 ALL SERVICE LINES FOR WATER AND GAS SHALL BE SIZED TO PROVIDE FULL 1 ALL FLOOR RAINS SHALL BE PROVIDED WITH 1/9" TRAP PRIMER VALVE PLC FLOW VOLUME FOR ALL ITEMS SUPPLIED ON RESPECTIVE MAINS AND PIPING, AND FITTINGS. BRANCHES. IDENTIFY ALL LINES WITH PERMANENT LABELS FOR THE SERVICE THEY PROVIDE. 2. FIELD VERIFY ALL 'MEASUREMENTS PRIOR TO LAYING AND CONNECTING ' ANY PIPING, NOTIFY ARCHITECT OF ANY DISCREPANCIES. 2. FUEL GAS SERVICES SHALL BE SIZED TO SUPPLY THE REQUIRED BTUH INDICATED AT THE EQUIPMENT AT LOW PRESSURE OF APPROXIMATELY 3. PROVIDE SH CK ARRESTORS FOR PREVENTING WATER HAMMER AT EACH 7"-11" WATER COLUMN.: PROVIDE PRESSURE REGULATORS AS REQUIRED. BATTERY OF FIXTURES ON THE COLD AND HOT WATER SUPPLIES. PROVIDE SH CK ARRESTORS AT ISOLATED PLUMBING FIXTURES. SHOCK 3. ALL HOT AND COLD WATER SERVICE LINES, EXCEPT SHORT BRANCHES ARRESTORS SHALL BE FACTORY FABRICATED AND LOCATED FULLY EXTENDED AND CONNECTED TO FIXTURES, SHALL BE INSULATED. ALL ACCESSIBLE. SHOCK ARRESTORS SHALL BE SIZED PER PLUMBING AND EXPOSED INSULATED LINES SHALL BE COVERED WITH PROTECTIVE COVERING DRAINAGE INSTITUTE STANDARD WH-201 AIR CHAMBERS ARE NOT :IXTURE CONNECTION SCHE ITEM DESCRIPTION WASTE TRAP VENT CW HW REMARKS WC-1 WATER CLOSET 4" INTEG 2" 1" - FLR MTD FL VLV ADA 1.6 GAL L 1 LAVATORY' 2 1 1/4 1 1/2 1/2 1/2 CTR L-2 LAVATORY 2" 1-1/4" 1-1/2" 1/2" 1/2" WL HG S-1 SINK - (3) COMPART. 2" 1-1/2" - 1/2" 1/2" - S-2 SINK (HAND) 2" 1-1/4"> 1-1/2" 1/2" 1/2" WL HG S-3 SINK - PREP. 2" 1-1/2" - 1/2" 1/2" - JS-1 JANITOR SINK 3" 3" 1-1/2" 3/4" 3/4" FUR MTD EWC-1 I ELEC. WATER COOLER 2" 1-1/4" 1-1/2" 1/2" - I WALL HUNG DOUBLE ADA TO SUIT THE APPLICATION: ACCEPTABLE. ABBREVIAT10148 4. ALL HORIZONTAL PIPING LINES EXTENDED AND CONNECTED TO EQUIPMENT, - 4. ' MAINTAIN FIRE RATING AND WEATHERPROOFING INTEGRITY OF ALL PIPING BELOW EQUIPMENT, SHALL BE RUN AT THE HIGHEST POSSIBLE ELEVATION PENETRATIONS. ABOVE FLOOR TO PROVIDE CLEARANCE FOR MAINTENANCE. NO LINES SHALL LAY ON FLOOR. 5. ROUTE ALL FIPING1 CONCEALED ABOVE CEILINGS WITHIN WALLS OR IN CHASES rVr17DT AS SPECIFICALLY NOTED CTR COUNTERTOP MTD MOUNTED WL WALL FUR FLOOR GAL GALLONS HG HUNG SS STAINLESS STEEL FL FLUSH ADA AMERICAN DISABILITIES ACT VLV VALVE COMPLIANT 5. ALL PIPING ROUTED THROUGH OR NEAR EQUIPMENT OR COUNTERS SHALL NOTES NOT INTERFERE WITH THE INTENDED USE'OF, OR SERVICING OF, "EQUIPMENT 6. PROVIDE ACCESS PANELS TO ALL VALVES WITHIN CHASES OR ABOVE NON 1. X OR COUNTERS. ACCESSIBLE EILINGS, SEE ARCHITECTURAL DRAWINGS FOR CEILING TYPES. 2. X 6. ALL EXPOSED PIPING AND FITTINGS SHALL BE CHROME PLATED OR STAINLESS STEEL TAIL PIECES FOR SINKS SHALL BE 17 GAUGE CHROME 7 SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS OF PLUMBING PLATED FLARED BRASS TUBING FOR CONNECTION TO 1-1/2" I.P.S. MAIL . FIXTURE MOUNTING HEIGHTS AND DIMENSIONS. DO NOT SCALE DRAWINGS. THREAD FITTING. "P" TRAPS SHALL BE CHROME PLATED BRASS. UNIFORM DRAWINGS ARE DIAGRAMATIC AND ARE INTENDED TO SHOW GENERAL CODE PATTERN. ROUTING. 7. STOPS SHALL BE FURNISHED AND INSTALLED ON ALL HOT AND COLD WATER 8. VERIFY ELEVATIONS OF SEWER PIPING TO WHICH NEW SEWERS ARE TO BE LINES AT EQUIPMENT. PROVIDE ALL REQUIRED SHUT-OFF VALVES, CHROME CONNECTED PRIOR TO INSTALLATION OF ANY PIPING. FINISH. 9. ALL VENTS THROUGH THE ROOF SHALL BE A MINIMUM OF 10'-0" FROM 8. KITCHEN EQUIPMENT DIVISION SHALL PROVIDE ALL FOOD SERVICE EQUIPMENT ANY AIR INTAKE. FAUCETS. PLUMBING CONTRACTOR SHALL INSTALL AND CONNECT. 10. PROVIDE DIELECTRIC UNIONS AT CONNECTIONS OF DISSIMILAR METALS. 9. EQUIPMENT SINKS ARE PROVIDED WITH 1 1/2" WASTE CONNECTIONS. 11. THE CONTRACTOR IS EXPECTED TO ORDER MATERIALS IN SUFFICIENT TIME 10. ALL WASTES; DIRECT OR INDIRECT, SHALL BE FURNISHED AND INSTALLED BY TO AVOID DE AYING THE COMPLETION OF THE PROJECT. DELAY IN DELIV- THE PLUMBING CONTRACTOR. ERIES WILL NOT BE CONSIDERED A JUSTIFIABLE SO FOR A N SUBSTITUTION RE OF MATERIALS. 11. ADEQUATE CLEAN OUT PROVISION SHALL BE MADE FOR ALL WASTE LINES BY MEANS OF PLUGGED "T" FITTING EXTENDED TO ACCESSIBLE POSITION, 12. ALL COPPER PIPE PENETRATIONS THROUGH CONCRETE WALLS AND FLOORS SHALL BE SL EVED. SLEEVES SHALL BE SCHEDULE 40 PVC. ALL COPPER 12. GAS AND WATER SERVICES FOR MOVEABLE APPLIANCES SHALL BE PIPE WITHIN E BLOCK WALLS SHALL BE WRAPPED WITH UPC CONNECTED TO EQUIPMENT WITH STAINLESS STEEL FLEXIBLE HOSES AND COVERING,: PLASTIC COV RRING. QUICK DISCONNECT FITTINGS. GAS FITTINGS AND HOSES SHALL BE AGA APPROVED FOR COMMERCIAL KITCHEN EQUIPMENT. GAS AND WATER HOSES SHALL BE COVERED WITH A THICK FIRE RESISTANT PLASTIC OR POLY COATING. 13. KITCHEN EQUIPMENT DIVISION WILL FURNISH DISPOSER UNITS AS NOTED.ON PLANS, COMPLETE WITH VACUUM BREAKER, FULL PORTED SOLENOID VALVE, FLOW CONTROL VALVE, MIXING VALVE, AND SPRAY ASSEMBLY. PLUMBING CONTRACTOR SHALL FURNISH TRAPS, SHUT-OFF VALVES, INTERCONNECTION PIPING, AND MAKE FINAL' CONNECTIONS. ROUTE DISCHARGE OF GARBAGE DISPOSALS TO SANITARY SEWER. - FLUE FLU E VERTICAL CONDENSATE DRAIN (TYP.) MULTI -UNIT SYSTEM VENT DAMPER CONTROLLER TK-BF50 (TYP.) FF EXTEND PIPE �- TO FLOOR DRAIN GWH-2 GWH-1 (TYP. 2) HOT WATER T0' FIXTURES � BALL VALVE UNION r r (TYPICAL) I TEMPERATURE 00 U7 al al Ul al �I MARK IGWH-1 AND GWH-2 - CCNIP_RAI MANUFACTURER A.O. SMITH - MODEL NUMBER 540H - TYPE - STORAGE CAPACITY '(GAL) - - FUEL PE TY NATURAL GAS - EFFICIENCY 95% - INPUT (BTUH) 199,000 @ 10.5" W.C. - RECOVERY (GPH) 4.7 GPM @ 80°R - FLUE CONN. SIZE (IN) 5 - UNIT SIZE (IN) 18"W X 25"H X 11"D - OPERATIONAL WEIGHT (LBS) 59 ELECTRICAL VOLTAGE 115V - PHASE SINGLE MOTOR HP _ NOTES: 1. SET WATER HEATER TEMPERATURE AT 140 DEGRESS 2. PROVIDE WITH AQUASTAT EQUAL TO TACO 563-2. SET AT 120 DEGRESS. HOT WATER RECIRC. PUMP SCHEDULE MARK HWRP-1 - MANUFACTURER ARMSTRONG - MODEL H51 - VOLTAGE/ H.P. 120/ 1/6 - PHASE 1 - RPM 1750 - CAPACITY (GPM) 3 - TOTAL HEAD (FEET) 20 - SHOCK ARRESTOR SCHEDULE P.D.I. SIZE FIXTURE UNITS 'SA -A' 1-11 'SA B' 12 32 PRESSURE R RELIEF VALVE �_ u (TYPICAL) i PIPE FULL SIZE TO REDUCING TEE (TYPICAL) EXTERIOR (TYP.) NIPPLE (TYPICAL) --- PIPE TO SYSTEM SEE PLANS FOR CONTINUATION HOT WATER RECIRCULATIN¢ PUMP IT E PANSION TANK CHECK VALVE BALL VALVE (TYPICAL) EQUAL TO AMTROL IN -THE -LINE CIRCULATING PUMP SEE SCHEDULE FOR CAPACITY, INSTANTANEOUS GAS WATER HEATER DIAGRAM INSTALL PER MFGR'S RECOMMENDATIONS NOT TO SCALE IN -LINE CIRCU NOT TO SCALE PLUMBING SYMBOL LEGEND SYMBOL/ABBREV. DESCRIPTION SAN SANITARY PIPING ABOVE GRADE - -SAN- SANITARY PIPING BELOW GRADE - - -GR- - - GREASE WASTE PIPING BELOW GRADE - - - - - - - - - - VENT PIPING DOMESTIC COLD WATER PIPING - - DOMESTIC HOT WATER PIPING -- -- FLOOR DRAIN OC HUB DRAIN �- FLOOR SINK PIPING TEE UP 0- PIPING TEE DOWN e 0 PIPING ELL UP G PIPING ELL DOWN _ LuJ GATE VALVE n BALL VALVE H +hCJ- PRESSURE RELIEF VALVE Z FLOOR CLEANOUT EXTERIOR CLEANOUT 1'1 0 WALL CLEANOUT POINT OF CONNECTION ABBREVIATION - DESCRIPTION AFF ABOVE FINISHED FLOOR BFF BELOW FINISHED FLOOR CONT CONTINUATION CW COLD WATER (POTABLE) DW DISHWASHER DWG. DRAWING ECO EXTERIOR CLEAN -OUT EWC ELECTRIC WATER COOLER FD FLOOR DRAIN FCO` FLOOR CLEAN OUT GWH GAS WATER HEATER HB HOSE BIBB HW HOT WATER HWRP HOT WATER RECIRC. PUMP JS JANITOR SINK L LAVATORY O.F.C.I. OWNER FURNISHED CONTRACTOR INSTALLED ORWL OVERFLOW RAINWATER LEADER RWL RAINWATER LEADER SA SHOCK ARRESTOR SAN SANITARY UNO UNLESS NOTED OTHERWISE UB-1 UTILITY BOX " VRV VACUUM RELIEF VALVE WC WATER CLOSET WCO WALL CLEAN -OUT WH WALL HYDRANT WSB WASHER SUPPLY BOX GAS MANIFOLD NIPPLE MOTOR REDUCING TEE QUICK NIPPLE BALL VALVE y EQ. RE q SWIVEL FITTING CHECK VALVE GAS HOSE DIELECTRIC UNION 1. GAS HOSE, BALL VALVE, ELBOWS, COOL (TYPICAL) QUICK DISCONNECT FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. Q0 2. EQUIPMENT RESTRAINT PROVIDED AND INSTALLED BY PLUMBING CONTRACTOR. 3.QUICK TURNDOWN ON 90 STREET ELBOW 2 MAX FROM EQUIPMENT BACK TO Q CENTERLINE Ld Y a � Z w M w -0 Q fn0'o In Q O N M m N m o H S zo l Z Ld a L a 00) CL CO H z a a t2 J U N Z = >_m . O Z 0 a ��O W (00 > IL --Pow" I�'Ire•n�1 ee�IIIIIUe';IiillIlll��� III����rre...eeelrB'II' ���a!lIIIIIIIIIIIIIII!lnll 'iIIIIIIIID°"'illllllll�i° I - I n,A QAtf�X// fN'�'r' , ° �• w �1 ° 41411iillll\\ , w 0 _ Q 0 m - z U m wz n� L_l_ Z W Z D Cn Q� U C� W < M y�M w U 0 O af 0 w LL1 � � a w U O ILJ �� I' [ C04) U Ld � O 0 IL � z Q 90 ELBOW W I- ®® 0 TONNEIll z ® O T Q LLJ Z 0 I EQUIPMENT to w U /Wn v W ^ a o 0 0 z W© CD MAY. '.16 THESE PUNS AND TIE INFORMATION SHOWN HEREIN ARE TIE PROPERTY 7 MND DMIE W 914W O HRECIS, PA MD RMROq ONS, DWC RES OR USE RHEWPLF N WHOLE OR N PM 6 UPRMY PRO GAS HOSE AND EQUIPMENT RESTRAINT DETAIL W HOM WWW WRRTRN PEW IWM NOT TO SCALE -� EATING PUMP DETAIL COMM. NO:080215VB' DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLC Engineering, Inc. CH'KD: KJC 1991 12124 High Tech Avenue - Suite 200 Orlando, Flor400FAa32817 SHEET NO. � (407)380 0400 FAX (407)380.5900 r FL, CERT. OF AUTH NO 6106 16019 JD>,. WIlersDn Csrtie J O GARYA. WII,KERSON P.E. 43167 piww E' 0 Rglneenag ■ KYLE J. CARTIER; P.E. 53269 O JEFF A. KIRKMAN, P.E. 65629 ARAM S. LEVINE, P.E. 77010 ,yy,' 0 SAMUEL R ALEXANDER,P.E 55422 REFERENCE NOTES 4 SANITARY LINE FOR CO NTINUATION ONTINUATION REFER TO CIVIL DRAWINGS. � Ot LEAVING INVERT = 14.31 B.F.F. O2 DOMESTIC WATER FOR CONTINUATION REFER TO CIVIL DRAWINGS. 3 4" GREASE LINE.FOR CONTINUATION REFER TO 'CIVIL DRAWINGS. O LEAVING INVERT = 14.71 B.F.F. O4 2 COLD WATER RISER. PROVIDE BALL VALVE IN RISER AT 4'-0" A.F.F. O5 4" GREASE LINE FOR CONTINUATION REFER TO CIVIL DRAWINGS. LEAVING INVERT = 15.16. © GAS LINE FOR CONTINUATION REFER TO CIVIL DRAWINGS. Q7 4" STORM LINE FOR CONTINUATION REFER TO CIVIL DRAWINGS. LEAVING INVERT = 19.50 B.F.F. 1/2" COLD WATER FROM TRAP PRIMER AND CONNECT TO FLOOR DRAIN. I , I U9 TRAP PRIMER VALVE MOUNTED AT 24" A.F.F. I 10 CAP 4" SANITARY LINE FOR FUTURE. 11 ' 6" RA ATER LEADER UP TO 4" RD-1 12 6" OVERFL RAI A UP 13 6" RAINWATER LEADER DOWN TO BELOW GRADE. FOR CONTINUATION REFER TO CIVIL DRAWINGS (2510 SO FT). 14 6" OVERFLO 6„ ABOVE FI ED GR ADE WITH 90 DEGREE ELBOW. 0 IIlZ� I11 R - � 15 OVERFLOW RAINWATER PIPE SIZES SHALL MATCH RAINWATER ref }ICF? 1 itiT ,� c 51 I—I� i 16 6" RAINWATER LEADER DOWN TO BELOW GRADE. FOR 121 DRAWINGS 380'S FT. CONTINUSTION REFER TO CIVIL DRAWIN (2 O ) r_ D 1 1/2 1 1/2 =SIX. _�LL li4 GENER,0 110 0 1. THE RAINWRATE(2-WAY)�(INCHES P ECO 1 FCO p ' ^ :" �.� � .AFL d� '. i6 '.' ^©i J.. ! I � • rn e r L. __� Sims Wilkerson Cartier aG�`tc�iy9i��e Engineering, Inc. 12124 High Tech Avenue - Suite 200 Orlando, Florida 32817 (407)380A400 FAX (407)380.5900 FL. CERT. OF AUTH. NO.6106 16019 ions Wilkerson Cartie 0 GARY A. WILKERSON, P.E. 43167 -6 Engineering ■ KYLE J. CARTIER, P.E. 53269 §mPamlm. O JEFF A. KI iKMAN, P.E. 65629 �Nd0, P10T` O ADAM S. LEVINE, P.E. 77010 �kliyg ."S";1' 0 SAMUEL I- ALEXANDER, P.E. 55422 w J Q p Y Z_ w m w cOD Q V) 0) 0 V) N N U Q M 0 O w m co 1n o Z O 1 Z_a 0 o -a, Iw— z : �o� Q a � J c14 F— � _ a `� 0 LLJLd Z x r .. m U O LJ Z J a �w0 c) in LLJ 2 w c0 > a (n 1)11z W H 2 U IY Q v 4e1 N „,'C 9 y � 4 j l�E �Y � t u� ri Soh '•: .....' +? \. IF-N--4 AF-H z � d f zIIIIII z m (V III LLu~� �OQ U1a)� L F- U L LI O C{ cy- O d � o z e= 1 a F- — z W � F J 0 O U h- a LA a- — a 0 Y WL z V) O EL w - w cr w 'w w - a o Ln zz _ w.� '16 © I "QY' THESE PUNS AND \ THE INFORMATION SHOWN HEREIN ARE THE J PR014WIY OF mww DMRNEMS 0"w NiONM-is, PA. AND REPRODUORONS, D6 OSURES OR USE THEREOF IN 110401E OR IN PMF IS EJff'RESSLY PRO- HI&IFD WIINOUF. WRRIEN PERMISSON COMM. NO:080215V5 DATE: 24 MAY, 2016 BY: TLC CH'KD: KJC SHEET NO. I I GR i TOI i 1/IIIi, 3" FS-1 T S1 WC0'�,,J / LET__ -�---� 1e J / i i J 3" FD-1 3 F/ J / j J i -10' hood CONVECTION OVEN RANGE i (120,000 BTUH) (278,000 BTUH JE3 I � i I I 4 X �3,t.C,3n f,�e I " =� c e, 1 10 4 11 12 15 1.4 T=T�7 j CAN WASH / j'GWH-1 GW -2 REFER TO J ARCHITECTS DRAWINGS Y1S c�®t UI1', ENLARGED PLAN - PLUMBING REFERENCE NOTES (1 (2) TANKLESS GAS WATER HEATERS MOUNTED ON THE EXTERIOR WALL 2Q HOT WATER RECIRCULATING PUMP MOUNTED ON WALL. Q3 GAS METER AND REGULATOR PROVIDED AND INSTALLED BY LOCAL GAS COMPANY. LONGEST RUN USED FOR SIZING 100'-0" WITH TOTAL CONNECTED LOAD OF 1,194,000 BTUH. ®1 1/4" GAS LINE DOWN TO HEADER. 50 AUTOMATIC GAS SHUT-OFF VALVE WITH UNIONS MOUNTED AT 8'-0" A.F.F. EQUAL TO ASCO SERIES 8044. Q6 1/2" COLD WATER FROM TRAP PRIMER AND CONNECT TO FLOOR DRAIN. 07 SCALE PREVENTION SYSTEM. EQUAL TO WATTS OF844-12 QfUTURE TANKLESS GAS WATER HEATER. ■ QCAP 1 1/4" GAS LINE ABOVE CEILING FOR FUTURE GAS 1 TANKLESS WATER HEATER. �g WATER METER MOUNTED AT 36" ABOVE FINISHED FLOOR. COORDINATE MODEL NUMBER WITH FORT PIERCE UTILITIES AUTHORITY. l I dote, l l urlt5 W Y a a z w m W �o (n U N N O m N o ~ Q 'Kt z(n O _zol U O-rn n in a - O 1- z Q a L` JN F-a_ m'_ U Q Fw- J Q� LLI z > m a 0�OZ .J LnwO= Ld (.0>I (n i- U V) LLI F-- LLJ U 0 (N V)U a CK Q Q i►tJ�p,� A C * ` N / 4 I ; ce e I y� T �j. QD In In o� �W W �.� (VOL I� LIL U Ld O � o o' Z a> z W 0 U H' 5 W d O Uj Li !n Z O O a tN V) > W W r W W F Q 0 O Z © MAY. 'I6 THESE PIANS MID I THE INFORIMTION SHOWN HEREIN PRE THE PROPERTY OF DILUND DRREHRAS RWIOLY WIfTEOR, PA MD REPRODUCTIONS, MMOSURES OR USE THEREOF IN WHOU: OR IN PORT 6 ECfPR6RLY PRO- HlB WHOM WRITTEN PERNISSION, L COMM. NO: VW215V5 DATE: ' 24 MAY, 20I6 BY: TLC CH'KD: KJC SHEET NO. J=Ci-2 777 Y a o z a w UNION (TYP.) m w c�D 3 VTR a N � o <Q,/;IAUTOMATIC GAS I Q "r� cq SHUT-OFF VALVE I I I1� 3„ VTR / m N o Z Q'R J RANGE i / i I z 01 a EL O 278 000 BTUH i ✓ I _ J I i Q i ��' 11/2N < N to \ Q CONVECTION OVEN //� 3 2,\/, U IL U� I w (120,000 BTUH) i I Q F J Q >< 1 1/4" (398,000 BTUH) 2 \i I _ 1 1/4" GAS HEADER--.�� / I 3" DISPOSAL Q U O m w a to w 2 �� L 1 / � \ 2" (796,000 BTUH) c 11 /2„ W 6 DIRT WC-1 WCO i I 1 1/2" \ „ 3° i I I ,. I � I LEG (TYP.)� 1 1/2 3 FD-1 i CONVECTION OVEN I I n Ld (120,000 BTUH) L-1 I 1 1/2" I WCO 3' FS-1 U a 1 1/4" GAS HEADER 1 1/2" (198,000 BTUH) 3 S=2 o RANGE 1 1/2" 398,000 BTUH) 4 3" FD-1 1 1/2 I < (278,000 BTUH) 2 1/2' (1;194,000 BTUH) I S-3 Q a 4" 3" fD-1 G 3 1 1/4" (198,000 BTUH) GAS METER AND WC�1 S-2CA 11ltAPC REGULATOR' 2' GWH-2 EWC-1 4„ u 4" _ g GWH-1 2" 2" GAS RISER DIAGRAM WASTE AND VENT RISER DIAGRAM SCALE: NONE 2„ SCALE: NONE 1 IIH 4'II II �\ 1„ 3" fD-1 WC-1 � SA A 1 1/2" 1/2" GREASE WASTE AND VENT RISER DIAGRAM � 2- \ 2„ SCALE: NONE WC-1 1 1/2 1/2-1 1/2" \ 3° VTR i JI Z ` \ 1/2" EWC-1 ✓ — ��� HB-1 \.�\ ir 3' FD \\ 2"\�✓ I u Q� m i I DISPOSAL I V-i \ / 3 w w JU \' 3/4„ 4 2°\i / i j 3" FS-1 1 O CL 1 1/2" I 3" IJ LL i WCO U S-2 I ` p CK (2)SA-'A' \\ 1 1/2" — I v %I 3/4 \ \ I \ CL L,S EE I 4" \ \\ 1 1/2" \ 3 1/2- \\ 1 1/2"' - 1 1 /2" 1-1--1 S-3 I S 3 \ \/ SCALE PREVENTION I / SYSTEM I 2 0 z E S-2 \��`y 1 2, \ S-2 3„ FD-1 \ � z 2' w 1 1/2' 1/2, i ,--- 2" VTR p \ c> 1/2' \ �i I V! w HBHB-1 1 S_1 HWRP-1 i a 1/2" 4,, i 2 W 1 1',2 n z / \ \ z \� 1/2" 3^ I w w `\ \-3/4 S-3 \ o: � 1 1 /2N S_2 \\ S-1 Ln \ \ TO WATER HEATERS 1 CAN WASH n , Z L © MAY. '16 /�\\ THESE PLME AND THE INFORIMTIDN SHOWN HEREIN ARE THE r (' 'l PA AND OF EDLUND DIEIENRAS OSUR S OR M. 4 V / P.0. AND REPRODula IN R DI50.05UR6 OR USE \I 3i GREASE TE AND VENT RISER DIAGRAM HEREOF IN �PMT IS E.PRD i SCALE NONE i COMM. NO:OW215V6 4, 1/2"" /2, - DATE: 24 MAY, 2016 Sims Wilkerson Cartier BY: TLC A Engineering, Inc. CH'KD: KJC JjS-i 12124 High Tech Avenue -Suite 200 t Orlando, Florida32817 SHEET N0. (407)380-0400 FAX (407)380.5900 .CAN WASH n� t Wilkerson Cantle FL. CERT. OF AUTH. NO. 6106 16019 0 GARY A. WILKERSON, P.E. 43167 ;Ellg�llCOTlilg.. ' ■ KYLE J. CARTIER, P.E. 53269 /�: ,�ncaPoesvd. :::.:. t OJEFF A. KlltKMAN, P.E. 65629 ' HOT AND G E WATER RISER DIAGRAM �Y o,>,, oADAMS.LEVIE,P.E.77o10 G SAMUEL R. ALEXANDER, P.E. 55422 SCALE: NONE I PROJECT TEAM EDB ARCHITECTS ARCHITECTURE 65 ROYAL PALM POINTE, STE D VERO BEACH, FL 32960 (772) 569-4320 KIMLEY-HORN AND ASSOCIATES, INC CIVIL ENGINEERING 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 PROJECT NUMBER: 047274006 CERTIFICATE OF AUTHORIZATION: 00000696 COTLEUR & HEARING, INC LAND PLANNING PORT ST. LUCIE OFFICE 462 SW PORT ST. LUCIE BLVD. SUITE 113 PORT ST. LUCIE, FL 34953 PROJECT D ET !_'rr)Trr%UKIIPAI Cnl!_'InICCDInJC PORT ST. LUCIE, FL 34986 (772) 343-9787 GCY PROFESSIONAL SURVEI 1505 SW MARTIN HIGHWAY PALM CITY, FL 34990 (772) 466-9500 [:1►TiE\'773:7.� lNQb-H[NE KITCHEN U o i� IiIif AW C'!! "l.amlm.meo►/ a G ra MIKE ADAMS- CHAIR i CHAIR • A• i i ■ Al cn Lo ch DR. KATHLEEN McGINN JOSE FARINOS KEVIN HEINICKA JANE BACHELOR SHEET 1 GN-1 SUM-1 ST-1 PG D-1 PG D-2 PG D-3 SP-1 UT-1 UT-2 - UT-3 LA-1 LA-2 LT-1 EC-1 IR-1 IR-2 SHEET DESCRIPTION KEY SHEET GENERAL NOTES SUMMARY OF PAY ITEMS SITE PLAN HORIZONTAL CONTROL PLAN PAVING, GRADING, AND DRAINAGE PLAN SITE DETAILS SIGNING AND PAVEMENT MARKING PLAN UTILITY PLAN UTILITY DETAIL:; LANDSCAPE PLAN LANDSCAPE DETAILS LIGHTING PLAN EROSION CONTROL PLAN IRRIGATION PLAN IRRIGATION DETAILS MAR 3 1:2017 48 HOURS BEFORE DIGGING CALL TOLL FREE 1-800-432-4770 CALL SUNSHINE NOTIFICATION CENTER NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION SHEET NO. 1 1 2 3 4 5 GENERAL CONSTRUCTION NOTES F 1. ANY NGS MONUMENT WITHIN THE LIMITS OF CONSTRUCTION IS TO BE PROTECTED. IF IN C. CONTRACTOR SHALL OBTAIN AN NPDES PERMIT AS "OPERATOR" AND SHALL BE RESPONSIBLE DANGER OF DAMAGE, THE PROJECT ENGINEER SHOULD NOTIFY: FOR ALL COSTS AND FEES AND IMPLEMENTING THE MEASURES, INCLUDING CONSTRUCTION, INSPECTION AND REPORTING REQUIRED BY THE NPDES PERMIT. GEODETIC INFORMATION CENTER D. CONTRACTOR SHALL BE RESPONSIBLE TO MEET ALL REQUIREMENTS OF THE SOUTH FLORIDA ATTN.: MARK MAINTENANCE SECTION WATER MANAGEMENT DISTRICT (SFWMD), ST. LUCIE COUNTY, U.S. ARMY CORPS OF ENGINEERS, ATTN.: N/CG-162 AND ANY OTHER REGULATORY AGENCIES AT NO EXTRA COST TO THE COUNTY. 6001 EXECUTIVE BOULEVARD ROCKVILLE, MARYLAND 20852 E. THE CONTRACTOR IS RESPONSIBLE TO CLEAN THE WORK AREA AND MAINTAIN IN GOOD CONDITION TO AVOID BLOWING DUST DUE TO THE CONSTRUCTION ACTIVITIES. THIS ITEM IS TELEPHONE (301) 443-8319 INCIDENTAL TO THE CONTRACT AND SHALL NOT BE PAID FOR SEPARATELY. 2. ANY PUBLIC LAND CORNER WITHIN THE LIMITS OF CONSTRUCTION SHALL BE PROTECTED. 16. SOME HORIZONTAL & VERTICAL CONTROL POINTS ARE LOCATED WITHIN THE LIMITS OF IF A CORNER MONUMENT IS IN DANGER OF BEING DESTROYED AND HAS NOT BEEN CONSTRUCTION. CONTRACTOR SHALL REESTABLISH CONTROL POINTS AS NEEDED AT NO PROPERLY REFERENCED, THE CONTRACTOR SHALL NOTIFY THE COUNTY SURVEYOR (RON ADDITIONAL COST TO THE PROJECT OR ST. LUCIE COUNTY. HARRIS) WITHOUT DELAY BY TELEPHONE AT (772) 462-1721. 17. SIGN POSTS SHALL CONFORM WITH FDOT STANDARD INDEX 11865. MATERIALS SHALL BE STEEL FLANGED, CHANNEL -TYPE ONLY. 3. GRADES SHOWN ARE FINISHED GRADES, UNLESS OTHERWISE NOTED. 18. PRIOR TO COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL COMPLY WITH 4. B.M. DATUM IS NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD '29). FLORIDA STATUTE 553.851 FOR THE PROTECTION OF UNDERGROUND GAS PIPELINES. E 19. ALL NEW PAVEMENT CONNECTIONS TO EXISTING PAVEMENT WILL BE MADE IN ACCORDANCE 5. THE LOCATION OF THE UTILITIES SHOWN IN THE PLANS ARE APPROXIMATE ONLY. THE WITH THE ST. LUCIE COUNTY SPLICE DETAIL. EXACT LOCATION SHALL BE DETERMINED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE TO VERIFY IF "OTHER" UTILITIES 20. THE CONTRACTOR IS TO MAINTAIN AND KEEP STREET NAME IDENTIFICATION VISIBLE DURING (NOT SHOWN IN THE PLANS) EXIST WITHIN THE AREA OF CONSTRUCTION. SHOULD THERE CONSTRUCTION OPERATIONS, IN ORDER TO FACILITATE EMERGENCY VEHICLES. BE UTILITY CONFLICTS, THE CONTRACTOR SHALL INFORM THE ENGINEER NOTIFY THE 21. ALL PROJECTS REQUIRING WELL -POINTING OR OTHER PUMPING OF GROUNDWATER OR SURFACE RESPECTIVE UTILITY OWNERS TO RESOLVE UTILITY CONFLICTS TO RESOLVE UTILITY WATER WILL NEED TO BE COORDINATED WITH THE ENGINEER IN ORDER TO INSURE ALL ASPECTS CONFLICTS AND ADJUSTMENTS, AS REQUIRED. THIS WORK WILL NOT BE PAID FOR OF THE NPDES REQUIREMENTS ARE FULFILLED. ADDITIONAL PERMITS MAY BE NEEDED DIRECTLY BUT SHALL BE INCIDENTAL TO THE CONTRACT. DEPENDENT UPON THE CONTRACTOR'S APPROACH TO CERTAIN ASPECTS OF THE PROJECT. CONTRACTOR TO OBTAIN NECESSARY PERMITS AT NO ADDITIONAL COST TO THE PROJECT. 6. THE CONTRACTOR IS TO USE CAUTION WHEN WORKING IN OR AROUND AREAS OF 22. THE CONTRACTOR WILL RESTRICT THE USE OF EQUIPMENT AND THE STORAGE OF MATERIALS TO OVERHEAD TRANSMISSION LINES AND UNDERGROUND UTILITIES. AREAS WITHIN THE LIMITS OF CONSTRUCTION AS NOTED ON THE PLAN SHEETS. ANY OFF -SITE STORAGE AREAS WILL REQUIRE PRIOR REVIEW BY THE ENGINEER. 7. "INDEX" REFERS TO FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY TRAFFIC DESIGN STANDARDS, LATEST EDITION. 23. ALL PERMANENT STRIPING AND PAVEMENT MARKINGS ARE TO BE THERMOPLASTIC. 24. ALL EXISTING SIGNS REQUIRING RELOCATION ARE INCIDENTAL TO THE CONTRACT AND INCLUDE 8. UTILITY LOCATIONS MAY BE DETERMINED BY CALLING SUNSHINE ONE CALL (1-800-432-4770) REMOVAL, SALVAGE, CONSTRUCTING A NEW BASE, AND RE -ERECTION OF THE SIGN AT A AND THE SPECIFIC UTILITY COMPANIES. LOCATION DESIGNATED BY THE ENGINEER. Always call 811 two full business days before you dig to 25. UNDERGROUND AND ABOVE GROUND UTILITIES ARE SHOWN ON THE PLANS BASED ON FIELD D have underground utilities located and marked. SURVEY AND REVIEW OF UTILITY PROVIDED PLANS. ENGINEER HAS MADE A DILIGENT EFFORT TO LOCATE UNDERGROUND UTILITIES ON THE PLANS. ST. LUCIE COUNTY AND THE ENGINEER MAKE NO GUARANTEE REGARDING THE UTILITIES SHOWN ON THE PLANS AND SHALL NOT BE i Sunsh_�ne8l�.com RESPONSIBLE FOR COSTS ASSOCIATED WITH IDENTIFYING, RELOCATING, AND/OR ANY DAMAGE CAUSED DURING CONSTRUCTION. CONTRACTOR SHALL VERIFY UTILITY LOCATIONS PRIOR TO CONSTRUCTING ANY STORM SEWER OR OTHER ITEM THAT IN PROXIMITY TO ANY UNDERGROUND UTILITY. IT 9. THE APPROPRIATE UTILITY COMPANY SHALL BE NOTIFIED BY THE CONTRACTOR TWO 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH MODIFICATIONS BUSINESS DAYS IN ADVANCE OF ANY EXCAVATION INVOLVING UTILITIES SO THAT A FOR CONSTRUCTION AS PERMITTED UNDER FDOT STANDARD SPECIFICATIONS SECTION 5-1.4 COMPANY REPRESENTATIVE CAN BE PRESENT. THAT ARE SUBMITTED AND APPROVED BY THE ENGINEER. FT. PIERCE UTILITY AUTHORITY 208 S. 8TH STREET 27. CONTRACTOR SHALL BE FULLY RESPONSIBLE TO MAINTAIN SAFE CONSTRUCTION PRACTICES AS PER THE LAW OF THE STATE OF FLORIDA. BY EXECUTING THIS CONTRACT THE CONTRACTOR FT. PIERCE, FL 34950 SHALL ASSUME FULL RESPONSIBILITY TO MAINTAIN SAFE WORKING SITE CONDITIONS. AT CLOSE PH: (772) 466-1800 OF WORK EVERY DAY, CONTRACTOR SHALL ENSURE THAT THE SITE IS LEFT IN SAFE CONDITION AND AVOID ACCIDENTS AT ALL TIMES. THIS EFFORT SHALL BE INCIDENTAL TO THE OTHER PAY 10. RADII, DIMENSIONS AND ELEVATIONS ARE TO THE EDGE OF PAVEMENT UNLESS ITEMS IN THE CONTACT AND SHALL NOT BE PAID FOR SEPARATELY. OTHERWISE NOTED, OFFSETS SHOWN FOR INLETS SHALL BE TO THE CENTERLINE OF THE 28. THE CONTRACTOR SHALL MAINTAIN A LOG OF ALL ACTIVITIES AT SITE. AT THE END OF THE INLET. CENTERLINE OF CONSTRUCTION IS IDENTIFIED IN TABLE. PROJECT, BEFORE SUBSTANTIAL COMPLETION CERTIFICATE IS ISSUED, THE CONTRACTOR SHALL PROVIDE TWO (2) FULL SETS OF DRAWINGS OF AS -BUILT PREPARED AND SIGNED/SEALED BY A 11. ALL VEGETATION, DEBRIS, CONCRETE OR OTHER UNSUITABLE MATERIAL (INCLUDING ANY REGISTERED PROFESSIONAL SURVEYOR OF THE STATE OF FLORIDA. C SUBSURFACE EXCAVATION NECESSARY) SHALL BE LEGALLY DISPOSED OF OFF SITE IN AREAS PROVIDED BY THE CONTRACTOR, AS APPROVED BY THE ENGINEER AND ST. LUCIE 29. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPE SIZES THAT ARE TO BE CONNECTED TO PROPOSED SYSTEM BEFORE SUBMITTING SHOP DRAWINGS FOR REVIEW/ACCEPTANCE AT NO COUNTY AND SHALL BE INCIDENTAL TO THE CONTRACT. ADDITIONAL COST TO THE PROJECT. a> Y 12. FIVE COPIES OF SIGNED SHOP DRAWINGS AND SIGNED AND SEALED DESIGN DATA SHALL 30. THE CONTRACTOR AND SUBCONTRACTORS SHALL OBTAIN A COPY OF THE FLORIDA DEPARTMENT BE SUBMITTED TO ST. LUCIE COUNTY ENGINEERING DEPARTMENT PRIOR TO ORDERING OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION" MATERIALS. ALLOW 14 DAYS TURNAROUND FOR SUBMITTALS. (LATEST EDITION) AND BECOME FAMILIAR WITH THE CONTENTS PRIOR TO COMMENCING WORK, AND, UNLESS OTHERWISE NOTED, ALL WORK SHALL CONFORM AS APPLICABLE TO THESE STANDARDS AND SPECIFICATIONS. 13. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS" (2016 ENGLISH) AND "STANDARD SPECIFICATIONS (2016) 31. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL MATERIAL AND LABOR TO UNLESS OTHERWISE DIRECTED BY A ST. LUCIE COUNTY REPRESENTATIVE. CONSTRUCT THE FACILITY AS SHOWN AND DESCRIBED IN THE CONSTRUCTION DOCUMENTS IN ACCORDANCE WITH THE APPROPRIATE APPROVING AUTHORITIES, SPECIFICATIONS AND REQUIREMENTS. CONTRACTOR SHALL CLEAR AND GRUB ALL AREAS UNLESS OTHERWISE 14. AT THE END OF EACH WORK PERIOD, ANY DROP-OFF IN THE AREA ADJACENT TO THE INDICATED, REMOVING TREES, STUMPS, ROOTS, MUCK, EXISTING PAVEMENT AND ALL OTHER TRAVEL WAY SHALL BE BACKFILLED IN ACCORDANCE WITH STANDARD INDEX 600 OR SHALL DELETERIOUS MATERIAL BE OTHERWISE PROTECTED WITH TEMPORARY BARRIER WALL AT THE CONTRACTOR'S EXPENSE. ALL ROADS SHALL OPEN TO TWO-WAY TRAFFIC AT THE END OF EACH DAY 32. EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE UNLESS OTHERWISE NOTED. TRAFFIC SHALL NOT BE PERMITTED TO RUN ON UNIMPROVED ENGINEER AT THE TIME OF THE TOPOGRAPHIC SURVEY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING SURFACED OVERNIGHT. UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ENTIRELY ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S B 15. EROSION AND POLLUTION CONTROL: THE CONTRACTOR SHALL TAKE SUFFICIENT RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. PRECAUTIONS TO PREVENT WATER POLLUTION WITH AQUATIC WEEDS, FUELS, OILS, FURTHERMORE, THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES BITMUNINOUS, CALCIUM CHLORIDE OR OTHER HARMFUL MATERIALS. ALSO, HE SHALL DUE TO THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY CONDUCT AND SCHEDULE HIS OPERATIONS SO AS TO AVOID POLLUTION OR SILTATION OF DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF WATER BODIES OR TO INTERFERE WITH INDIGENOUS WILDLIFE. THE INSTALLATION OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF TEMPORARY EROSION AND POLLUTION CONTROL FEATURES SHALL BE COORDINATED WITH IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR THE CONSTRUCTION OF THE PERMANENT EROSION CONTROL FEATURES TO THE EXTENT DEPARTMENT AFFECTED SHALL BE CONTACTED AND THEIR PERMISSION OBTAINED REGARDING NECESSARY TO ASSURE ECONOMICAL, EFFECTIVE AND CONTINUOS CONTROL OF EROSION THE METHOD TO USE FOR SUCH WORK. AND WATER POLLUTION THROUGHOUT THE LIFE OF THE CONTRACT. ANY EROSION OR 33, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH SHOALING SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE. MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE 0 COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 48 HOURS MINIMUM NOTICE TO ALL n A. SOD SHALL BE PROVIDED AS SHOWN ON THE PLANS, INCLUDING BUT NOT LIMITED TO, ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. A LIST OF THE UTILITY COMPANIES DISTURBED AREAS, UTILITY CONSTRUCTION, SLOPES AND AREAS ASSOCIATED WITH THE WHICH THE CONTRACTOR MUST CALL BEFORE COMMENCING WORK IS PROVIDED ON THE COVER c SHEET OF THESE CONSTRUCTION PLANS. THIS LIST SERVES AS A GUIDE ONLY AND IS NOT DRY RETENTION AREAS, SWALES. ALL CONSTRUCTION METHODS SHALL CONFORM TO THE INTENDED TO LIMIT THE UTILITY COMPANIES WHICH THE CONTRACTOR MAY WISH TO NOTIFY. Y REQUIREMENTS OF FDOT SPECIFICATIONS OF ARGENTINE BAHIA SOD AND SHALL INCLUDE c WATERING UNTIL FINAL ACCEPTANCE OF THE PROJECT. 34. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED CONSTRUCTION PERMITS AND BONDS IF REQUIRED PRIOR TO CONSTRUCTION. B. POLLUTION CONTROL: WATER POLLUTION AND TURBIDITY CONTROL SHALL BE REQUIRED 35. THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE o BY THE CONTRACTOR IN ACCORDANCE WITH THE DEPARTMENT OF ENVIRONMENTAL CONSTRUCTION DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, AND SPECIAL CONDITIONS A PROTECTION STANDARDS, LOCAL REGULATIONS AND FDOT STANDARDS INCLUDING BUT AND COPIES OF ANY REQUIRED CONSTRUCTION PERMITS. NOT LIMITED TO ONE OR MORE OF THE FOLLOWING OPTIONS; SHEET PILE OR EARTH r COFFERDAM, HAY BALES, SEDIMENT BASIN, SILT FENCE OR TURBIDITY BARRIER. F' EXCAVATED MATERIAL SHALL NOT BE DEPOSITED IN CANALS, PRESERVE AREAS OR IN A POSITION CLOSE ENOUGH THERETO, TO BE WASHED AWAY BY HIGH WATER OR RUNOFF. R, Y 1 2 3 4 5 36. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. 37. ALL COPIES OF COMPACTION, CONCRETE AND OTHER REQUIRED TEST RESULTS ARE TO BE SENT TO THE OWNER AND DESIGN ENGINEER OF RECORD DIRECTLY FROM THE TESTING AGENCY. 38. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING TO THE ENGINEER A CERTIFIED RECORD SURVEY SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF FLORIDA DEPICTING THE ACTUAL FIELD LOCATION OF ALL CONSTRUCTED IMPROVEMENTS THAT ARE REQUIRED BY THE JURISDICTIONAL AGENCIES FOR THE CERTIFICATION PROCESS. ALL SURVEY COSTS WILL BE THE CONTRACTORS RESPONSIBILITY. 39. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOCUMENTING AND MAINTAINING AS -BUILT INFORMATION WHICH SHALL BE RECORDED AS CONSTRUCTION PROGRESSES OR AT THE COMPLETION OF APPROPRIATE CONSTRUCTION INTERVALS AND SHALL BE RESPONSIBLE FOR PROVIDING AS -BUILT DRAWINGS TO THE OWNER FOR THE PURPOSE OF CERTIFICATION TO JURISDICTIONAL AGENCIES AS REQUIRED. ALL AS -BUILT DATA SHALL BE COLLECTED BY A STATE OF FLORIDA PROFESSIONAL LAND SURVEYOR WHOSE SERVICES ARE ENGAGED BY THE CONTRACTOR. 40. ANY WELLS DISCOVERED ON SITE THAT WILL HAVE NO USE MUST BE PLUGGED BY A LICENSED WELL DRILLING CONTRACTOR IN A MANNER APPROVED BY ALL JURISDICTIONAL AGENCIES. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY WELL ABANDONMENT PERMITS REQUIRED. 41. ANY WELL DISCOVERED DURING EARTH MOVING OR EXCAVATION SHALL BE REPORTED TO THE APPROPRIATE JURISDICTIONAL AGENCIES WITHIN 24 HOURS AFTER DISCOVERY IS MADE. 42. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THAT THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS DO NOT CONFLICT WITH ANY KNOWN EXISTING OR OTHER PROPOSED IMPROVEMENTS. IF ANY CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITE WORK THAT WOULD BE AFFECTED. FAILURE TO NOTIFY OWNER OF AN IDENTIFIABLE CONFLICT PRIOR TO PROCEEDING WITH INSTALLATION RELIEVES OWNER OF ANY OBLIGATION TO PAY FOR A RELATED CHANGE ORDER. DEMOLITION NOTES 1. ALL MATERIAL REMOVED FROM THIS SITE BY THE CONTRACTOR SHALL BE DISPOSED OF BY THE CONTRACTOR IN A LEGAL MANNER. 2. REFER TO THE TOPOGRAPHIC SURVEY FOR ADDITIONAL DETAILS OF EXISTING STRUCTURES, ETC., LOCATED WITHIN THE PROJECT SITE. UNLESS OTHERWISE NOTED, ALL EXISTING BUILDINGS, STRUCTURES, SLABS, CONCRETE, ASPHALT, DEBRIS PILES, SIGNS, AND ALL APPURTENANCES ARE TO BE REMOVED FROM THE SITE BY THE CONTRACTOR AND PROPERLY DISPOSED OF IN A LEGAL MANNER AS PART OF THIS CONTRACT. SOME ITEMS TO BE REMOVED MAY NOT BE DEPICTED ON THE TOPOGRAPHIC SURVEY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VISIT THE SITE AND DETERMINE THE FULL EXTENT OF ITEMS TO BE REMOVED. IF ANY ITEMS ARE IN QUESTION, THE CONTRACTOR SHALL CONTACT THE OWNER PRIOR TO REMOVAL OF SAID ITEMS. 3. THE CONTRACTOR SHALL REFER TO THE CONSTRUCTION PLANS FOR DEMOLITION/PRESERVATION OF EXISTING TREES. ALL TREES NOT SPECIFICALLY SHOWN TO BE PRESERVED OR RELOCATED SHALL BE REMOVED AS A PART OF THIS CONTRACT. TREE PROTECTION FENCING SHALL BE INSTALLED PRIOR TO ANY DEMOLITION. 8 PAVING, GRADING AND DRAINAGE NOTES 0 1. ALL PAVING, CONSTRUCTION, MATERIALS, AND WORKMANSHIP WITHIN COUNTY'S RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH LOCAL OR COUNTY SPECIFICATIONS AND STANDARDS (LATEST EDITION) OR FDOT SPECIFICATIONS AND STANDARDS (LATEST EDITION) IF NOT COVERED BY LOCAL OR COUNTY REGULATIONS. 2. ALL UNPAVED AREAS IN EXISTING RIGHTS -OF -WAY DISTURBED BY CONSTRUCTION SHALL BE REGRADED AND SODDED. 3. TRAFFIC CONTROL ON ALL FDOT, LOCAL AND COUNTY RIGHTS -OF -WAY SHALL MEET THE REQUIREMENTS OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (U.S. DOT/FHA) AND THE REQUIREMENTS OF THE STATE AND ANY LOCAL AGENCY HAVING JURISDICTION. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 4. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL REGRADE WASHOUTS WHERE THEY OCCUR AFTER EVERY RAINFALL UNTIL A GRASS STAND IS WELL ESTABLISHED OR ADEQUATE STABILIZATION OCCURS. 5. ALL OPEN AREAS WITHIN THE PROJECT SITE SHALL BE SODDED UNLESS INDICATED OTHERWISE ON THE LANDSCAPE PLAN. 6. ALL AREAS INDICATED AS PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. 7. WHERE EXISTING PAVEMENT IS INDICATED TO BE REMOVED AND REPLACED, THE CONTRACTOR SHALL SAW CUT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF MATERIAL AS EXISTING OR AS INDICATED. 8. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL SAW CUT THE EXISTING PAVEMENT A MINIMUM 2" DEEP FOR A SMOOTH AND STRAIGHT JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED PAVEMENT UNLESS OTHERWISE INDICATED. 9. THE CONTRACTOR SHALL INSTALL FILTER FABRIC OVER ALL DRAINAGE STRUCTURES FOR THE DURATION OF CONSTRUCTION AND UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER, ALL DRAINAGE STRUCTURES SHALL BE CLEANED OF DEBRIS AS REQUIRED DURING AND AT THE END OF CONSTRUCTION TO PROVIDE POSITIVE DRAINAGE FLOWS. 10. IF DEWATERING IS REQUIRED, THE CONTRACTOR SHALL OBTAIN ANY APPLICABLE REQUIRED PERMITS. THE CONTRACTOR IS TO COORDINATE WITH THE OWNER AND THE DESIGN ENGINEER PRIOR TO ANY EXCAVATION. 11. STRIP TOPSOIL AND ORGANIC MATTER FROM ALL AREAS OF THE SITE AS REQUIRED. IN SOME CASES TOPSOIL MAY BE STOCKPILED ON SITE FOR PLACEMENT WITHIN LANDSCAPED AREAS BUT ONLY AS DIRECTED BY THE OWNER. 12. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE LOCAL JURISDICTIONAL AGENCY OR TO FDOT STANDARDS. IN THE EVENT THAT THE CONTRACT DOCUMENTS AND THE JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT IN AGREEMENT, THE MOST STRINGENT SHALL GOVERN. 13, ALL SLOPES AND AREAS DISTURBED BY CONSTRUCTION SHALL BE GRADED AS PER PLANS. THE AREAS SHALL THEN BE SODDED OR SEEDED AS SPECIFIED IN THE PLANS, FERTILIZED, MULCHED, WATERED AND MAINTAINED UNTIL HARDY GRASS GROWTH IS ESTABLISHED IN ALL AREAS. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE JOB SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL EARTHEN AREAS WILL BE SODDED OR SEEDED AND MULCHED AS SHOWN ON THE LANDSCAPING PLAN. 14. ALL CUT OR FILL SLOPES SHALL BE 4 (HORIZONTAL) :1 (VERTICAL) OR FLATTER UNLESS OTHERWISE SHOWN. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF DUST AND DIRT RISING AND SCATTERING IN THE AIR DURING CONSTRUCTION AND SHALL PROVIDE WATER SPRINKLING OR OTHER SUITABLE METHODS OF CONTROL. THE CONTRACTOR SHALL COMPLY WITH ALL GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION. 16. THE CONTRACTOR SHALL TAKE ALL REQUIRED MEASURES TO CONTROL TURBIDITY, INCLUDING BUT NOT LIMITED TO THE INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED IN EFFECTIVE CONDITION AT ALL LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THEREAFTER, THE CONTRACTOR MUST REMOVE THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF -SITE DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN CHAPTER 17-302, FLORIDA ADMINISTRATIVE CODE. 17. SOD, WHERE CALLED FOR, MUST BE INSTALLED AND MAINTAINED ON EXPOSED SLOPES WITHIN 48 HOURS OF COMPLETING FINAL GRADING, AND AT ANY OTHER TIME AS NECESSARY, TO PREVENT EROSION, SEDIMENTATION OR TURBID DISCHARGES. 18. THE CONTRACTOR MUST REVIEW AND MAINTAIN A COPY OF THE ENVIRONMENTAL RESOURCE PERMIT COMPLETE WITH ALL CONDITIONS, ATTACHMENTS, EXHIBITS, AND PERMIT MODIFICATIONS IN GOOD CONDITION AT THE CONSTRUCTION SITE. THE COMPLETE PERMIT MUST BE AVAILABLE FOR REVIEW UPON REQUEST BY WATER MANAGEMENT DISTRICT REPRESENTATIVES. 19. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL MANNER. 20. THE CONTRACTOR SHALL INSTALL ALL UNDERGROUND STORM WATER PIPING PER MANUFACTURER'S RECOMMENDATIONS. I THE PRESENCE OF GROUNDWATER SHOULD BE ANTICIPATED ON THIS PROJECT. CONTRACTOR'S BID SHALL INCLUDE CONSIDERATION FOR ADDRESSING THIS ISSUE. F E C C 0 PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR R,. TCEIA CONSULTANTS Kimley)))Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772)794-4100 CERT. OF AUTH. #.• 00000696 KHA PROJ. #. 047274006 SEAL MAR 3 ff 9111��17 Ni ,A e �.• \C 0 56939 p E OF :•Q- < O R PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE %711 0 FT 10 20 North DRAWING TITLE GENERAL NOTES DRAWING NUMBER G N - 1 SHEET 2 OF 17 1 2 3 1 4 5 6 1 7 1 8 F E •1 I c; m Y 2 SUMMARY OF PAY ITEMS PAY ITEM NO. DESCRIPTION UNIT PROJECT QUANTITY BASE BID w SITE DEVELOPMENT 101-1 MOBILIZATION/DEMOBILIZATION LS 1 102-1A MAINTENANCE OF TRAFFIC LS 1 104-2A PREVENTION, CONTROL & ABATEMENT OF EROSION AND WATER POLLUTION' LS 1 108-1 CONSTRUCTION LAYOUT/RECORD DRAWINGS LS 1 110-1-1 STANDARD CLEARING &GRUBBING AC 2.2 120-6 EMBANKMENT CY 1,800 160-4 TYPE "B" STABILIZATION (12") SY 3,012 285-708 CEMENTED COQUINA (LBR 100) (10") SY < 2,996 334-1-13 SUPERPAVE ASPHALTIC CONCRETE (TYPE SP-9.5) (TR FFIC C) (2") TN 330 425-1-521 INLETS (DT BOT) (TYPE C) (<10') EA 3 425-1-551 INLETS (DT BOT) (TYPE E) (<l0') EA 1 425-1-552 INLETS (DT BOT)(TYPE E) (>10') EA 1 430-175-112 PVC PIPE CULVERT (SCH 80) (12") LF 121 430-175-118 CONC, PIPE CULVERT (18" SS) LF 152 430-175-124 CONC. PIPE CULVERT (24" SS) LF 226 430-175-130 CONC. PIPE CULVERT (30" SS) LF 149 448-73A CONCRETE DUMPSTER ENCLOSURE LS 1 520-2-2 CONCRETE CURB (TYPE D) LF 962 520-2-3 CONCRETE CURB STOP EA 28 522-1 CONCRETE SIDEWALK (4" THICK) SY 516 527-2 DETECTABLE WARNINGS SF 89 ' 570-1-2A PERFORMANCETURF, SOD (BAHIA) SY 3,521 9 162-1-13 t I PREPARED SOIL AMENDMENT I . ... ..: ... . ... ... . . n ., s..... ,. E, s m CY 390 580-1-A MULCH (PINE STRAW) CY 65 580-7-37 ACER RUBRUM / RED MAPLE (14' O.A.H., 7 SPR.) EA 4 580-7-38 QUERCUS VIRGINIA / HIGHRISE LIVE OAK (14' O.A:H., 7' PR) EA 3 580-7-39 SABAL PALMETTO / CABBAGE PALM (10'-16' CT, 50/50 MIX BOOTED'& SLICK TRUNK) EA 11 580-7-40 ` TAXODIUM DISTICHUM / BALD CYPRESS (16' HT. X 7' SP .) EA 4 580-7-41 TECOMA STANS / YELLOW BELLS (12'-14' O.A.H.) EA 6 580-7-42 CANNA FLACCIDA / YELLOW CANNA (3 GAL. 18" HT X 18 SPR) EA 29 580-7-43 CRINUM AMERICANUM / SWAMP LILY (3 GAL. 12" HT 12" SPR) EA 32 , 580-7-44 SERENOA REPENS / SAW PALMETTO (3 GAL, 12" HT. MIN) EA 20 580-7-45 TRIPSACUM FLORIDANUM / FLORIDA GAMAGRASS (3 GAL. 24" HT X 24" SPR) EA 54 580-7-46 DIANELLA TASMANICA / VARIGATED FLAX LILY (3 GAL., 18" HT X 18" SPR) EA 86 580-7-47 EUPGORBIA MILLII DWARF/ DWARF CROWN OF THOR S (11 GAL., 12" HT X 12" SPR) EA 186 580-7-48 FICUS MICROCARPA'GREEN ISLAND' / GREEN ISLAND I'CUS (3 GAL, 18" HT X 18" SPR) EA 96 580-7-49 OSMUNDA CINNAMOMEA / CINNAMON FERN (1 GAL., 18" HT X 18" SPR) EA 285 580-7-50 RHAPHIOLEPIS INDICAJ INDIAN HAWTHORN (3 GAL., 18 HT X 18" SPR) EA 288 580-7-51 SPARTINA BAKERI / SAND CORD GRASS (3 GAL., 24" HT X 24"SPR) EA 19 580-7-52 TRIPSACUM DACTYLOIDES / FAKAHATCHEE GRASS (3 GAL., 18" HT 18" SPR) EA 237 580-7-53 ILLEX X ATTENUATA'EAST PALAKTA' / EAST PALATKA HOLLY (3" CAL.; 12' HT 40" SPR) EA 4 580-7-60 CHATTAHOOCIE STONE CY 7 590-70A IRRIGATION SYSTEM LS 1 pry �p ryy IGNFNkN j A . pp R�'.,`... '. t t ° i is iI e [ X :.?s 700-1-11 SINGLE SIGN POST <12 SF -EA 4 711-11-123 THERMO 12" WHITE LF 132 711-11-125 THERMO 24" WHITE LF 34 711-11-160 PAVEMENT MESSAGE (ACCESSIBILITY) EA 2 711-11-170 THERMO DIRECTIONAL ARROW EA 9 711-15-111 THERMO6"WHITE' LF <788 711-15-192 THERMO 6" BLUE LF 34 Mll 630-2-111 CONDUIT (F&I) (OPEN TRENCH) (2") LF 424 635-2-11 PULL AND SPLICE BOX F&I) EA 4 715-4-119A LIGHT POLE COMPLETE (F&I) (SINGLE MOUNT) (FLUSHMOUNT) EA 5 1050-11-222A UTILITY PIPE (F&I) (4" PVC SAN) LF 39 1050-11-222B UTILITY PIPE (F&I) (2" PVC WM) LF 150 1050-11-223 UTILITY PIPE (F&i) (6" PVC SAN) LF 105 1050-11-224 UTILITY PIPE (F&1) (8" PVC SAN) LF 562 1060-11-221 UTILITY STRUCTURE (F&I) (SANITARY MANHOLE, <10') EA 3 1060-15A UTILITY STRUCTURE (MODIFY) (SANITARY MANHOLE, > 0') EA 1 1060-15B UTILITY STRUCTURE (GROUT WELL) EA 1 1060-15-222 UTILITY STRUCTURE (F&1) GREASE, OIL, SAND INTERCEPTOR) (1,000'GAL) EA 1 1060-15-223 UTILITY STRUCTURE (F&I) (LOW PRESSURE LIFT STATION) (3 HP) LS 1 1080-22-14 UTILITY FIXTURE(F&I) (BACKFLOW ASSEMBLY) EA 1 PAY ITEM FOOTNOTES 104-2A COST TO INCLUDE BUT NOT LIMITED TO, ALL LABOR AND MATERIAL (GRAVEL CONSTRUCTION ENTRANCES, INLET PROTECTION, SILT FENCE, ETC.) TO EFFECTIVELY CONTROL SOIL EROSION DURING CONSTRUCTION. 120-6 OWNER WILL MAKE AVAILABLE EXISTING SPOIL PILE LOCATED IN THE SOUTHWEST QUADRANT OF THE KINGS HWY/ PICOS RD INTERSECTION. SPOIL PILE CONSISTS PRIMARILY OF AASHTO CLASSIFIED A-3 MATERIAL (FDOT SELECT BACKFILL). SHOULD THE CONTRACTOR ELECT TO UTILIZE THIS MATERIAL TO BE USED AS EMBANKMENT, CONTRACTOR SHALL CERTIFY UTILIZATION OF FDOT SELECT MATERIAL AS EMBANKMENT MATERIAL. 162-1-13 COST TO INCLUDE MATERIAL AND LABOR OF INSTALLING SUPPLEMENTAL PLANTING SOIL (MIX 'A' ,'B', 'C' AND 'D') AS INDICATED IN THE SPECIFICATIONS AND PLANTING DETAILS. COST OF SAND FILTER LAYER MATERIAL AND LABOR WITHIN THE 810—SWALE SHALL BE INCLUDED IN THE PAY ITEM UNIT PRICE. 430-175-115 COST TO INCLUDE, BUT NOT LIMITED TO, COST OF FITTINGS, 8" PVC DOWNSPOUT PIPING/ FITTINGS AND CLEANOUT. 448-73A COST TO INCLUDE, BUT NOT LIMITED TO, ALL MATERIAL AND LABOR REQUIRED TO CONSTRUCT DUMPSTER ENCLOSURE AS IDENTIFIED IN CONSTRUCTION DETAILS. 590-70A COST TO INCCUDE, BUT NOT LIMITED TO, ALL MATERIAL AND LABOR REQUIRED TO CONSTRUCT THREE NEW FULLY FUNCTIONAL IRRIGATION ZONES. 580-7—XX WHEN GALLON SIZE AND PLANT DIMENSIONS ARE PROVIDED THE SPECIFICATION` THAT RESULTS IN THE LARGER PLANT SIZE SHALL GOVERN. 580-7-50 COST TO INCLUDE LANDSCAPE FABRIC. 715-4-119X COST TO INCLUDE, BUT NOT LIMITED TO, ALL MATERIAL, LABOR, LIGHT FIXTURE, _POLE, FOUNDATION AND CONDUCTORS NECESSARY TO PROVIDE A FULLY FUNCTIONAL SYSTEM. 1060-15 COST TO INCLUDE, BUT NOT LIMITED TO, ALL MATERIAL, LABOR AND SFWMD WELL CONSTRUCTION PERMIT ASSOCIATED WITH ABANDONMENT OF WELL. 1060-15-223 COST TO INCLUDE, BUT NOT LIMITED TO, MATERIAL AND LABOR REQUIRED TO PROVIDE A FULLY FUNCTIONAL LOW PRESSURE LIFT STATION SYSTEM. 3 4 5 6 7 I 8 1 F 19 7 ■R A FILECi 9_ PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR ;ff ,. TCERDA CONSULTANTS BRIAN A. GOOD, P.E. P.E.LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772)'794-4100 CERT. OF AUTH. #: 00000696 KHA PROD. #: 047274006 SEAL MAR >3 1 2017 A�oeereueep���� GOO — cc STpYE OF • 2 . F R �Q,•' Cyr. PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE wrlulm 7 :7 " 0 FT 10 20 North DRAWING TITLE SUMMARY OF PAY ITEMS DRAWING NUMBER SHEET 3 OF 17 1 1 2 3 I 4 I 5 I 6 7 E F D g Q O Ln 0 oc 121 N 0 0 B IF O yA GENERAL AlOrES ,SPITE OA M P/CAL SITE PL4N THE TOTAL BUILDING SQUARE FOOTAGE FOR QUAD IA IS 256,000 SF. SECTION, TOWNSHIP, RANGE: SECTION 14, TOWNSHIP 35S, RANGE 39E PRELIMINARY PLAT WILL BE SUBMITTED WITH PNRD. FINAL PLAT WILL BE SUBMITTED UNDER OWNERS: ST. LUCIECOUNTY &TR. INT.IMP. TRUST FUND UNN. OF FLAGRIC. EXPER STATION SEPARATE COVER. APPLICANT: TREASURE COAST EDUCATION, RESEARCH & DEVELOPMENT AUTHORITY (TCERDA) PROPERTY ADDRESS: 2199 S. ROCK ROAD, FT. PIERCE, FL 34945 EASEMENTS WILL BE DONE BY SEPARATE INSTRUMENT AND RECORDING INFORMATION WILL FUTURE LANDUSE & ZONING BE REFERENCED ON THE PLAT. FUTURE LANDUSE: SPECIAL DISTRICT T.� E PROPOSED UNDERLYING ZONING:.. PNRD, PLANNED NON RESIDENTIAL DEVELOPMENT as SOLAR AND GREEN ROOF COVERED PARKING STRUCTURES SHALL BE PERMITTED WITHIN THE CURRENT CURRENT UNDERLYING NDE LYIZONING:ZONING: RESEARCH AND URAL RESIDENTIAL ARK VEHICULAR USE AREAS. SUB ZONE: A 30' : �BIO-$WALE PERMITTED USES ARGRICULTURAL- CROPS; ANIMAL AQUACULTURE; EDUCATION SERVICES GREEN PRACTICES SUCH AS BIOSWALES, WATER GARDENS, ETC. ARE ENCOURAGED PER THE (PER SECTION 4.03.00) AND FACILITIES; RESEARCH, DEVELOPMENT, AND TESTING SERVICES PRD Ea PartrEL Slcry TVP. TCERDA DESIGN STANDARDS MANUAL. 25 L�MAr OF NFL®CAL S,TE PLAN CONDITIONAL USES MANUFACTURING (FOOD & KINDRED PRODUCTS, DRUGS, SOAP, DETERGENTS, SITE DESIGN SHALL CONFORM TO THE ST. LUCIE COUNTY LAND DEVELOPMENT REGULATIONS (PER SECTION 4.03.00) AND OTHER CLEANING PREPS; PERFUMES, COSMETICS, AND OTHER TOILET ® ®� AS MODIFIED BY THE PNRD & THE TCERDA DESIGN STANDARDS MANUAL. PREPS); ERATULL INSTITUTIONS; BUSINESS SERVICES; SOLAR GENNERATION STATIONS LI SUNSHINE KITCHEN AD BOUNDARY +. �' +' T � � w " w ' `w. + ®I »- '. w " I° ' •.I w THE USE AND PLACEMENT OF PUBLIC ART WILL BE ENCOURAGED THROUGHOUT TCERDA'$ SITE ACREAGE 1d POTENTIAL uE w w Iw w « 118,5' » w w w �� - PUBLIC SPACES, ROUND -A -BOUTS AND AS PART OF INDIVIDUAL DEVELOPMENT PROJECTS TOTAL GROSS SITE AREA (TYPICAL SITE PLAN) 9,9 AC 2.02 AC ® W w V w W w W V W w w w V W W 1 LANDSCAPE,a BUILDING DATA w w w w O� THE FUTURE DEVELOPMENT WILL BE REQUIRED TO COMPLY WITH THE DESIGN REVIEW TOTAL BUILDING SQUARE FOOTAGE (TYPICAL SIT 76,000 SF 9,884 SF GRASS (RESERVED) PARKING TYP, / w�° STANDARDS AND SHALL BE CONSISTENT WITH THE TREASURE COAST RESEARCH PARK w w EDGE OF PAVEMENT o .g CONCEPTUAL MASTER PLAN. MAX. BUILDING HEIGHT 60' F( 1,41411 - 24.d TYPE' CURBTIYP. w nPE.'p' CURBTYP... • w w �• ` w r_ ALL PROPOSED DRAINAGE PIPES LYING BELOW VEHICULAR USE AREAS SHAH BE CONCRETE. OPENSPACE CALCULATIONS RIT TYP. w w wi8.5� w �' OPEN SPACE CALCS - REQ. 35% SQUARE FEET ACRES PERCENT w LANDSCAPE BUFFERS ADJACENT TO BUILDINGS FRONTING STREETS SHALL BE INCORPORATED INTERIOR E BUFFERGREENSPLAKE TRACT z30,263 0.7 57.02% R5 TYP. i :d • '� LANDSCAPE BUFFER 3Q263 0.7 7.02% w LIGHT POLE TR. IO a.V w w {9 INTO THE FOUNDATION LANDSCAPE TO ENHANCE THE STREETSCAPE. SIDEWALKS/PLAZA 9,431 0.2 2.19% TOTAL OPENSPACE (TYPICAL SITE PLAN) 270,045 6.2 62.61% THE USE OF RECYCLED AND RENEWABLE MATERIALS WILL BE ENCOURAGED THROUGHOUT THE \ 14 la / ` w + �¢ CONSTRUCTION PHASES. IMPERVIOUS/PERVIOUS .WHEEL STOP TYP. \ / \ 'w w IMPERVIOUS. AREA SQUARE FEET ACRES PERCENT \ G; (RESERVED) w w w � BUILDING LOT COVERAGE (ESTIMATED) 39,110 0.9 9.07% 0.38 AC w EDGE OF PAVEMENT \ PARKING TYP. w w w BUILDING AND CONSTRUCTION SHALL BE DESIGNED TO MEET FLORIDA GREEN BUILDING AND SIDEWALKS/PLAZA 9,431 0.2 2.19% 0.09 AC \ \ 30.d I \ wHEeLsroPTVP. OR TEED STANDARDS. CERTIFICATION WILL BE ENCOURAGED BUT NOT REQUIRED. vEFTicuLARusE 111,406 2.6 25.a3°r° o. oac ,w GRASS (RESERVED)/ 19 \ \ \ EDGE OF w w'- I w PARKING TYP. \ \ PAVEMENT w TOTAL IMPERVIOUS AREA (TYPICAL SITE PLAN) 159,948 3.7 37.011% 4.47 AC eIo swALE w ALL BUILDING CONSTRUCTION SHALL PROMOTE THE REDUCTION OF AIRBORNE & N, CONTAMINATES IN VENTILATION AND MECHANICAL SYSTEMS LIMIT VOLATILE ORGANIC PERVIOUS AREA SQUARE FEET ACRES PERCENT L SIGN TYP. ' LAKE TRACT 137,564 3.2 31.69% 0.0 \ ` 180 COMPOUNDS IN BUILDING MATERIALS, AND ALLOW NATURAL DAYLIGHT AND EXTERNAL VIEWS. INTERIOR GREEN SPACE 92,787 2.1 21.51% 0.85 GRASS PARKING 10,773 0.2 2.50% 0.0 24.01 9.d �\ I,. O LANDSCAPE BUFFER 30,263 0.7 7.02% 0.0 w w w RID' nP. \ \ \. • ° TOTAL PERVIOUS AREA 271,388 6.2 62.92% 0.85 AC w w w \ \ \ \\ \ OAF TOTAL. SITE AREA 431,336 9.9 100.000/0 - - w - 2.0' O.H. 6.5 \ H CURB, \ \ tR flP. UG� EDGE OF PAVEMENT � 0 PARKING DATA REQUIRED PROVIDED PROVIDED -I lz.d \ MOBILE 1.8 TO 3.5 SPACE PER 1, 000 BUILDING SF 137 to 266 38 Id w w \ WHEEL STOP TYP. 18.d DECORATIVE `� 16,6' 24.d \ PAVERS TYP. I ONAI GENERAL PARKING (PAVED) 211 14 0 H. \ o o.H. \ sI lrGE RESERVED PARKING (GRASS) 66 STOP '," SO Sw HANDICAP INCLUDED IN TOTAL : 7 7 2 I w \ \ sBI° 1 TOTAL (TYPICAL SITE PLAN) 137 to 266 277 54 w \, 16, 9.d \ \ 24.a \ A BILE REQUIRED PRCVIOED IRECTIONAL - LOADING SPACE (12' X 55) 3 2 2 SIGNAGE,TTYP� 30 / rr * PARKING RATIO WILL BE DETERMINED BASED ON THE INDIVIDUAL USER REQUIREMENTS. AN RS. TYP.j \ 2.0' \ 0.. 16.5 PEDESTRIAN IDEATE \ \ 12.tl \ DGE OF PAVEMENT \ iB.d .0' O.H. \ WHEEL STOP TYP. 16 8.01 sw / BARR//55 �R5' TYP. BIKE RACK /r rf ! f ArlJ%rl fr !r! !r S NO SRIGN ° ° Rig' TYP. \ \ 24.0'. SMPBAR AND \ j r r!r rfJ r!l rfJ r!J !! ! r fr rfr rfr\ \ \ \ \ \ SIGN R r r r r J J r r f J r ` \ LIG�FiT�T1�P. 17 \ rr rr rr rr J / rr rr rJ JJ rr rr r - a r FrIL�D r Q�'FJ% D' CURB TYP. \ 7.P'.SW Y !! ( Y� !rr frJ ! Jr !rr oBILE \ \Joe z.a o.H. t fr Jrr t rr rr Jr I rJ J ! r� Jr rr \ SIG AG ) - EDGE OF PAVEMENT T /��/�// \ \ WHEELSTOPTYP. \ J rr / r r A 1 ON / E A"P "rEsr so \ �P. / \ '16' r r!rfr r Jrrr rrrr,\ 14' o fr r!r Jr 1fr rr !r rr frf frr ! r!r frr\ L !rr rr rr rr !r f !JJ !rr !rJ !rr !J ! r CURB \ \ o� \ r /r ! %r !%r lrf !%f lrr rrJ lr r !%r !%r\ e \ STOP SIG 2 \ r r rr rr rr rr rr r rJ rr rJ rr\ ' r? 7 77Q;' &N0 E H. r!r rr fr SLGNT . HCSI i j I'!r rr J rJf Jr J iJr err Jrf rrr rrr Jr \ °� \ 12.d \ \ PTYP. _ ee r r r r r r rJ f r D' O.H. �� rr Jr Jr fr J!r r!r Jr J Jrr Jfr rr J Q �J !r.. Jr . Jr rr fr rr. ,. rr r r.. rr: !�\ °° 10.9 CROSSWALK 14 15 LIGHT TYP, !r. fr JJ r ✓ /J I.: I >, s'se,� Jr lr Jr rr r Jr er Jr Jr Jr ,rr\ \ \ \ \ r rr !r r f rr W ° : (2�7'MIKO r rr. rr rr rr..:rr rr. rr rr Jr fr rr.\. \ >o° HEADER CURB TYP. \ EDGE OFrr.�}1Jy1� �r rr rr Jr !! J rj K\ \ / \ \ .. LSTOP TYP. \ �, rr Jr (r r r r `•J L . I rr rrr rr2l rrr rrJ !Jr rr J Jrr rJr rrf T ANLS J\ aa.d TPA . 7Tv� \ \ CURB TYP. rfr r!r jr Jr Jr Jr J r 0 I \ \ \ \ !rr rr !rJ !rJ r%J !rr lr f i�NH' p !f f r�\ \ \ r �rf 'l f d7 r F? I ld POTEN r r r r ! r r J 12.a \ 16.s \ �r r r r J rrJ r r f r J 1 L'�Err; rrr !rr rrr f!r !J flrJ !Jr.!r f !rr !rr'rJ rrrr�r \ 9.d J!r rr J f fJ f!r J!r rr'rr...'. �.. .: _ J �r r r r r f r r r r r r r r r r \ \ TYPED CURB TYP. f rrr rJ.. rr !frfrr f!r frr frr; !° ��..__ 1 Y� Jrr rr rrf rrf r7� rrf r/f !/f !r f/� ! f rr J!� Jr/f if f! a\ it O.H. f\ EDOE of PAVEMENT Ilr J /r Jr .;lr /J !r /r /J WHEEL STOP TYP: \O I J rr;.: rr. fir. NOL'i17�- J ,- II r.J r J r r r J r r f J r r r_r \ J - J r_ r r r r r ✓ J- r r r r \ \ \ r- J r r r r NOT TO SCALE r r r r \ f r 9 t, J r f r r J J r J r J f r J r J O r r r r J r r f f i t f J J J r J J f r r r r J r 'r rr rr rr rr r, rr � Jr��r��J J rrr rr rrr rrr rJr rJr\ \ !rr24.d NTY° Y/r r, r J r r r r r J hldl v!rddiv6� !r t `7" 16s-za.o' r r J r t r r t J , 7 ` f ` r rr !rG l �y 1, r rr Jr " r Jr rr fr J 7 a SW �' 'r lr lJ !J lJ !r -�`r� �r'��r rr lr rr rr r/ r� i EDGE OF PAVEMENT irr 2.0'O.H. WHEEL STOP TYT ,�: __ I ) rr Jr rJ JJ rr JJ rr lr a rr Jr rr rr rr rr rr rr rr rr JJ rr rr rr rr rr rr rr rr \ \ 'p J r r r r r r r� r r f J r r r r r \ TYP' I �!rr frr rrJ !r rrr fir rrr (rr fri KEYMAP IN0 (rr rr frrr rrr Jr,rrr rrr rrr rrr rrr rrr rJr rr rrr rrr Jrr rrr rrr err Jrr CURBTYP. I'rr frr f!r rr riff frr frr lriJ Jrrl !r fr f f fr !r e r rr fr fr rr rr !r fr rr fr f J !r f J rr !rl BIKE BAIX r r r f r r r J r J J r r f r ff r r r r ! f, r r r r J T'CURB TYP. f r r r r r r r r rr�•�••�..� . .. �..��.. �A r r r J< r r J r� r RIS TYP. r rr Jr rr rr �, rr rJ rr 1, fr �i �r 'r rJ !r rr !r rr r ! rJ\!\, r+JJ rrrrrr rrrrrr . rrJJrr f,rrr Jrr ' rrrrJr rrJrrfr rrrJ✓, Jrrffrr rrrJrr , rrrr Jrr rr rJ rJr rrf frrrr Jrrr ,%r rr_rr. JrrJ �!r rr rJ. rrJr !(r 1r,...r/rr -rrrJ rrr.rr: r Jrr ,rrr lr r fJrr ..rr, r r Jrr rrr r .rr!frrrr.r .frr rrr . rrrfr r�J.r r!;rrr rfrr fr frrr,J R26' w� nw w w wiYwPE'D`w CURB TYP. w GRASS S (RwESE w PARKING w J rr rrfrr. rr _ JrrrJrrJ rr rrrrrrrrrr.r ' rrrJ . rr rrr !rr rf rr ;rf rrr rrr rr rr //rrrrr rr rr ;rrrr!r rr a 1 ;� 1TVit North2aN.T.S. QU rrQUAlIfWHEEL STOPAD Jrrr 40.a r v Jr I J 1 2.0'O.H.. _�. : __ _..._- ''.. _ R4HAM ROAD 5 II -DUMPSIERS PEDESTRIAN SIGNAGE CMF) ` 30' SB 30' SB PEDESTRIAN SIGNAGE M.) IS LAfJb501PE QUAD IA VOTING DRIVEWAY TO BE ABANDONED _ 15 LANDSCAPE r QUAD (2S MIN) (25' MIN) I ' ' I -_- 45T L5.d a , 7YP/C4L _ .. ..-- __ _ - ._.._, 14. 1d POTENTIAL UE , SIM PAW Sa POTENTai UE '� -�- - - QUAD I _ _ SHEET 6 . I� PRU/TlRESfARCHCFMERROAD 1 I= I= M c PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR TCERDA CONSULTANTS' Kim iey --"/&/Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE '200 VERO BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. #.• 00000696 KHA PROJ.*. 047274006 SEAL --: 70` 7 1111A 11I1If7�� %%ApP` GAO'`®� NSF D 56939 ��� �,•R�; F�O•�Co°ems PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE N.T.S. North DRAWING TITLE SITE PLAN DRAWING NUMBER SHEET 4 OF 17 1 2 I 3 I 4 I 5 I 6 I 7 I 8 I 9 I PARCEL A BOUNDRY � ,r ;I 3 P-102 .P=7bL E 32R 19 F, P-125 P-126 i.. 50' R , 50' R 100' A ,.. P-103 ^ Iq 100' R 50' R ; N 100; R I P-705 P ]04 15' R 15' R 15, R : 32' R 18 IS R. P-1271 P-144 ' P-120 P-121 P-143 P 153 P-128 P-165 : P ]57 25' R P-11 EP- / D 5' R 5' R 22 1 ________ _R-F06 P-029 P-141 P-142 P-11 P-758 P-159 5 R P-117 P-164 P-]55 P-154 ,. Zi P 150 P 149 (A _ O , = . P-163 ® I I : : : C P-16] S '. , I E o ' I , I i I ' 3 _ O I P-139,, P 747 P-148 I� HORIZONTAL CONTROL POINTS POINT EASTING P-101 850229.9425 P 102 850139.5528 P-103 850140.0394 P 104 850740.2674 _NUMBERRNORTHING P-105 830120.8219 P-106 110,20.8219 7245P-107 236584 850222.1857 P-108 1124523,6584 1 850267.4405: P-109 - 1224587.2980 1 850331,0801 P-110 1124627.2496 85037LO316 P-111 1724644,2201 850354.0610 P-712 1124598.7319 850308,5729 P 113 1224596.6461 850288.7917 P-114 112460.2112 8502884105 P 115 1124610.6396 850297.8390 P 116 7124699.2684 850209.2102 P 117 1124690.7831 850200.7249 P 118 124690.7831 850193.6539 P-719 224693.6115 850190,8255 P-120 124714.7093 850190.7101 P 121 724794.0551850270.0558 ' P 122 124799.4550 850299,5845 -.P-123 1124815.1144 850265.6593 P-124 1124727.9062 850178.4511 P-125 .1124749.1793 850157,2380 P-126 1124836.6280 850244 4467' P-127 1724662.8524 850138.8531 P 128 1124647,2778 850135.3064 P-129 1124645.3983 850143 5597 P-130 1124652.8327 850150.9941 P 131 1124557,3733 850246.4536 P-132 '' 1124549,2580 850238.3382 P 133 71245424355 850238,1060 P 134 : 1124541.6897 850260.0159 P-135 1124555,1247 850273.4509 P-136 7124576.0282 850273,7517 P-137 1124575.48971 850268,6158 P-138 1124572,2427 850268.2196: P-139 1124574,7900 850253.7724 P-140 1124572.9977 850253.4565 P 141 1124664.1464 850162.3078 P-142 1124671,5809 850169.7423 P-143 1124679.8342 850167,8628 P-144 1124676.2874 850152.2881 P 145 1124610.8602 850307.4979 P-146 -1124634.9192 850331.5369 P 147 124626.9103 850300,9006 P 148 1124695.7352 850369.7255 P-149 1124766,4458 650299.0150 P-150 1124697.6209 850230.1901 - P-151 1124726.9977 850232,8693 P-152 1124743,2936 650223.7650 (P 153 1124753.6985 850242.3888 .P-154 - 1124737.4027 850251.4931 P-155 1224727,0576 850236.0519 P-156 1124736,0932850252.2247 P-157 1124751.8731 850243,4087. P-158 1124760,2614 850258.4229 P-159 7124783.8972 850282.0587- P-160 1124640:0815 850280,6583 P 161 1124649.9810 850270,7588' P ]62 1724665.7730 850254.9668 P-163 112468 5640 1 850238.1758 P 164 7124779.2794 850228,2737 P-165 1124730.1193 1 8502174338 ©1 o P-114 '. P-131 v 3R :. .e� 3' R 5 P-132 P-]] P-133 �,p. P-045 v P 707 a P-136 P-113 B N \ \ 75' R ;. 15' R 75' R. P-t 12 P-] 11 B P 134 P-135 18' \ P-108 P-109 P-110 �. , ....... ... . ... ... a II I I - , , I A A �;AWN ih I o . I cr Y PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR TCERDA CONSULTANTS Kimley)))Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERT.OF AUTH. #: 00000696 KHA PROJ.4p 047274006 SEAL MAR 3 1 2017 jegq�tAooip��t S \ yg9 N° CL :W: Lu PROJECT NO. 047274006 DESIGNED BY BAG DRAWNBY MCF CHECKED BY EJK DATE 7/12/2016' ISSUED FOR: KEY MAP DRAWING SCALE 7,77 1 0 FT 10 20 North DRAWING TITLE HORIZONTAL CONTROL PLAN DRAWING NUMBER �C '% D SHEET 5 OF 17 1 4 6 2 3 5 7 8 9 I II ;I 1 3 , 6 78 9 Detectable Warning Domes 13 LEGENDPAVING AND GRADING NOTES Ramp Width Sidewalk' Nam- (4' Min.) IS' Min.) OVERLAND DIRECTION 1. TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC. SURVEY ¢ _ BY LAND SURVEYORS. /F THE CONTRACTOR DOES NOT ACCEPT oI n "T ' (T-8' Std. EXISTING TOPOGRAPHY A5 o/ E �,� ) S PROPOSED SPOT GRADE SHOWN ON. THE PLANS, WITHOUT EXCEPTION, Sidewalk Curd I m ,_; an Yng - , THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A. Sidewalk Curb ¢ + A 7.12 xx.xx EXISTING SPOT GRADE TOPOGRAPHIC SURVEY ,BY q REGISTERED LAND SURVEYOR 70 THE OWNER Detecable Warning Domes 0.02-�- 002FOR REVIEW.18.9 2 '.2. THE. CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THELOCATION AND/OR ZELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS 15 BASED F ON -RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, Edge of Pavement I• 5 ]0] 5-107 S-]03 Edge ofPavemen SECTION A -A MEASUREMENTS TAKEN 1N THE FIELD. THE INFORMATION [5 NOT TO BE A N; 1124610.7598 Nr 1124558,4340 M 1124612.4095 RELIED ON AS BEING EXACT OR COMPLETE, THE CONTRACTOR MUST CALL THE • - Edge of Pavement E:'850204.3807 E: 850152.0548 E: 850098.079:I T-0' � T 0" ' APPROPRIATE UTILITY COMPANIES AT LEAST 71 HOURS BEFORE ANY EXCAVATION 4' Min. CONST. TYPE'C' DBI CONST. TYPE'C' OBI CONST. TYPE 'E' DB! SECTION THROUGH RAMP AND LANDING TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL' BE THE FOOT INDEX 232 FOOT INDEX 232 FOOT INDEX 232 SIDEWALK WITH GRATE EL. = 18.95 GRATE EL, = 19.30 GRATE EL. = 19.30 RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES UTILITY STRIP SIDEWALK : (UNRESTRICTED CONDITIONS) WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. i SW INV: _ ]3.90 NE INK = 73.65 NE INV. _ ]O.TS PLAN VIEW BOTTOM EL. .= 12.90 NW INV. = 13.15 SE INV. = 13.00 3. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. AND BE PLAN VIEW +19,51 BOTTOM EL. =. 12,15 BOTTOM EL. = 9.75 CONSTRUCTED TO SAME. _ 4. FIELD DENSITY TESTS SHALL BE TAKEN AT INTERVALS IN ACCORDANCE WITH THE SPECIFICATIONS AND LOCAL JURISDICTIONAL AGENCY. IN THE EVENT THAT THE CR-E CR_A CONTRACT DOCUMENTS AND THE. JURISDICTIONAL AGENCY REQUIREMENTS ARE NOT I 5-10 5-105 5-106 IN AGREEMENT, THE MOST. STRINGENT SHALL GOVERN. UR .:RAMP. DETAILS : I N: 1124782.5775 N: 1124723.7083 , N: 1124830.2802 5..: CONTRACTOR SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO E: 850149.9427 E: 850208.8119 -E: 850314.1352 : ASSURE A SMOOTH FIT AND CONTINUOUS GRADE, NITS CONST TYPE ' '6. CONTRACTOR SHALL ASSURE P DRAINAGE A M BUILDINGS E C DB! ':CONST. TYPE E DBY MODIFY EXIST. POSITIVE D A! AGE AWAY FROM BU L INGS FOR ALL +19..25 "'' + 29'96'�: FDOT INDEX 232 FDOT INDEX 232 GRATE EL. = 7B.98 (EX) : : NATURAL AND PAVED AREAS 19.04 1 S, 7J. G1 "'--' .GRATE EL. =.78.90 GRATE EL. = 19.30 NE INV. 9,9]'� (EX) 7. ALL AREAS: INDICATED AS. PAVEMENT SHALL BE CONSTRUCTED IN ACCORDANCE WITH r SE INV. - 17,00 NE INV. - ]0.00 NW INV. - ]].I EX. 9 ( ) THE TYPICAL PAVEMENT SECTIONS AS INDICATED ON THE DRAWINGS. _ _ _ BOTTOM EL. 10:00 NW (NV. - 10.75 SWINV. - 9.90 8. WHERE EX/STING PAVEMENT (5 INDICATED TO BE REMOVED AND REPLACED, THE SE INV. =.16.00 BOTTOM EL. =.EXIST. CONTRACTOR SHALL SAW -CUT THE FULL DEPTH OF PAVEMENT FOR A SMOOTH AND ' SW INV. 10.50 BOTTOM EL 9.00 - STRAIGHT JOINT AND REPLACE THE PAVEMENT WITH THE SAME TYPE AND DEPTH OF PARCEL A BOUNDARY LINE 5-004� '\ MATERIAL AS EXISTING OR AS INDICATED. CONST. 80 LF ,' �\ 9. WHERE NEW PAVEMENT MEETS THE EXISTING PAVEMENT, THE CONTRACTOR SHALL OF ]8" RCP r / : SAW -CUT THE FULL DEPTH OF EXISTING PAVEMENT FOR A SMOOTH AND STRAIGHT + �..., .. ,. / I / - .'; JOINT AND MATCH THE EXISTING PAVEMENT ELEVATION WITH THE PROPOSED .20 / PAVEMENT UNLESS OTHERWISE INDICATED. 10. ELEVATIONS SHOWN AT CURB LINE ARE EDGE OF. PAVEMENT UNLESS SPECIFIED + I,. OTHERWISE. E / 1-]. CONTRACTOR SHALL EXCAVATE EXISTING PAVEMENT/SIDEWALK AREAS THAT ARE TO BE '}- �', ` `' /' / LANDSCAPED A MINIMUM OF 30" OR AS DEEP AS NECESSARY TO ENSURE ALL .STONE 1 8.60 li C 20 / BASE./ PAVEMENT MATERIAL IS REMOVED (WHICHEVER IS GREATER) AND BACKFILL 207 .,gg. T E TO EXIST. PAVT., I. - ,. ,� WITH CLEAN /DRAINING SAND TO WITHIN 4" OF TOP OF CURB TO ENSURE -PROPER CONST. TYPE 'D' CURB SAWCUT ` SOIL FOR PLANT MATERIALS. 12. THE CONTRACTOR SHALL ENSURE THAT ISLAND PLANTING AREAS AND OTHER PLANTING AREAS ARE NOT OVER -COMPACTED AND DO NOT CONTAIN ROAD BASE MATERIALS. THE + 2\ 3`' CR- CONTRACTOR SHALL ALSO EXCAVATE AND REMOVE ALL UNDESIRABLE MATERIAL FROM s 19.02 Zo�A ALL AREAS ON THE SITE TO BE PLANTED AND PROPERLY DISPOSED OF IN A LEGAL S s'O� 2Y MANNER. + 2D� ! T 13. ALL CUT OR FILL SLOPES SHALL BE 4HAV OR FLATTER UNLESS OTHERWISE NOTED. 19 + SR'k 14. THE CONTRACTOR SHALL GRADE THE SITE TO THE ELEVATIONS INDICATED AND SHALL �,gS, �?9 '21) RE -GRADE WASHOUTS WHERE THEY OCCUR. AFTER EVERY RAINFALL UNTIL A GRASS EL19.00 CR- 6 S - ' OCCURS. STAND !S WELL ESTABLISHED OR ADEQUATE STABILIZATION 15. ALL DISTURBED AREAS SHALL BE STABILIZED WITH SOD. 10;1 EL 20.00 CONST. TYPED' CURB TOIREMAINK DRAINAGE NOTES 8" P C SAN, s L� CONST. TYPE 'D' CURB ADJUST. MH RING & COVV SS-203 1. CONTRACTOR. TO SUBMIT DRAINAGE STRUCTURES SHOP DRAWINGS TO ENGINEER C 8" PVC SAN. r 55-20 - , FOR APPROVAL PRIOR TO ANY CONSTRUCTION.. 15 5 8 CONST. TYPE 'D' CURB - - �1 .EXIST. LAKE 55-202 Lzp:7. 20 _pa y90 '..80 \9 OA 2. CONTRACTOR TO REFER TO FOOT DESIGN STANDARD. AND NOT LIMITED T01 �� E 1 9.17 2'S 2 1 i9... CONST. 149 LF ZO•. ". : ,`.-. INDEX'S 200, 201, 210, 211, 214, 232 & 233 FOR; MANHOLE, INLET AND OF 30 RCP 6, PVC SAN. ! I 10:11 2 6 19. 6 o GRATE 2 � .ATE SPECIFICATIONS. 'D'CU TYPE 5-706 3. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED WITH (4) SIDED BEARING $ •D' CURB : 5-105 CR- 19.35 80 I I �% � � ZL00 20• i i HEAVY DUTY H-20 RATED TRAFFIC RIMS AND. GRATES. 14. SIDEWALKS AND CROSSWALKS SHALL NOT EXCEED2% CROSS SLOPE NOR 5% w Y9 CONST. 15" 45' 35 @ 6" PVC SAN. CR- : 1 : LONGITUDINALLY. GRADES IN ACCESSIBLE. PARKING SPACES SHALL NOT OOF 24" 154 LF I9' I9' O' j EXCEED 2% IN. ANY DIRECTION. IN CASES OF SIDEWALK LANDINGS AT 5-103 I OFN34" RCP PVC FITTING S ZI,32 +19. Fi 3 EXIST. STRUCTURE D 1 CON ST.' AND CULVERT -r / BUILDING ENTRANCES, GRADES SHALL NOT EXCEED 2% IN ANY DIRECTION. ------------- 5' SWK 5 ,CONST. 8' SWK - TO REMAIN ACCESSIBLE CURB RAMPS SHALL NOT EXCEED 6' IN LENGTH AND 1:12 Ia ; CONST. 3' STRAIGHT 21•I ( I SLOPE. LANDINGS AT CHANGES IN DIRECTION SHALL BE MINIMUM 60"x60' CONST. 3' CURB TRANS. CURBTRANS. 21' 2I' E, yT., I. AND SHALL NOT EXCEED 2% SLOPE IN ANY DIRECTION. l-/0 40 TIE TO XIST. PA 55-204 SAWCUT 5. ALL DRAINAGE PIPE JOINTS SHALL BE FILTER FABRIC WRAPPED PER FOOT + 1 9.33 Z0.6�. 9 SWK 2L/8 8" PVC SAN. i INDEX #280. ALL DRAINAGE PIPE JOINTS NEED TO BE FILTER FABRIC 19.0 7J •3 9.3 I .WRAPPED REGARDLESS OF MATERIAL. 7J •A5 1 8 6. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING + 19:61 1 y2i 40 19.70 20.47 p CONSTRUCTION IT SHALL r BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE. EXISTING STRUCTURE AS NECESSARY TO CONST. 73 LF r1 N 4° PVC$AN. I FINISHED CONIC. GRADE 1 9 RETURN IT TO EXISTING CONDITIONS OR BETTER. Q @ �_ OF 24' RCP `2 I 7. EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. hy- CLEANOUT FRAME & EXIST. ROADSIDE SWAL I I B. PRECAST STRUCTURES MAY BE USED AT CONTRACTORS OPTION. COVER U.S.F. 7623 • ;, , , , A. A ,r,,, ?,: OR. APPROVED EQUAL. 9. ALL. STORM PfPEENTERING STRUCTURES SHALL. BE GROUTEDTO ASSURE �O ' ' .TO REMAIN '•v. v CONNECTION AT STRUCTURE IS WATERTIGHT, 3 6". PVC 10. ALL STORM SEWER. MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH CONST. 121 dF - PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING & COVERS. MANHOLES OF 12' PVC 6"-45' PVC ELBOW IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE 30:114 EXIST.' OAK TREE 12"X6"-45' PVC WYE LABELED "STORM SEWER". + 19.00 + TO BE 'REMOVED ' 19.14 i S _ !_ _ i � 12" PLUG ]7. CONTRACTOR TO FLUSH AND VACUUM ENTIRE ON -SITE STORM 'WATER 17�CONNECT DOWNSPOUT TO SYSTEM UPON COMPLETION OF PROPOSED WORK. + 1 1 6 MANIFOLD PIPE (REFER O' TO DETAIL) (TYP.) LS 206 N ® 12' 12• 2--0" 8• PARKING SPACE C\jCONST. 72 LF 0 If ' 12" PVC p" OF ]8". RCP -10] CRL �.. I CONIC. BUMPER AT EACH PARKING SPACE (2) y5X5._0. 8' PVC SAN. I EXISST. STRUCTURE ' 2.0 SP-9.5 ASPHALT (2 LIFTS) TO REMAIN I :. y (� -� 18•67 - ' DOWNSPOUT PIPE CLEANOUT DETAIL 2• C C. +19.32 �3 38 0 + N.T.S. I m , 20.10v ' I. 10" CRUSHED CONCRETE ICI �9 ¢4% !9 ` c'O� + 19.40 m +`1. EXIST: sSTRUCTURE (LBR 100) 9 I AND CULVERT y +1. CR m , EXIST. OAK'TREES TO REMAIN I ' B B : I m SU.N SHINE KITCHEN ',[N)r' TO BE REMOVED DOWNSPOUT (SEE ARCHITECTURAL DRAWINGS) ' O I m UI , Ip5 X 24" IN 3/4•. HOLE 12" STA81 LBR 4IZED SU13-GRADE W 1-STORY WIRE SCREEN FOR. RODENTS TO SECURE DUMBER - ( ) CONST. TYPE I 'D'CURB 9 884 SF STABILIZED GRASS PARKING 3:1m i n a 4s BEND PAVEMENT SECTION B-B AND PARKING BUMPER PLAN LBR 40 MIN. CONST. CLEANOUTI 0' r t FINISHED GRADE SCALE: N.T.S. 9.45 m z^ MAX. REFER TO DETAIL, - I 30:1 Ef� -� 21. 50Fol h REFER TO DUMPSTER DETAILS. m ?! \ 19:71 - e 12' PVC MANIFOLD PIPE i _r o + m 3 9; 8 2.66' C) CONST 3' CURB TRANS. m 2/.45 r CONS 3' CURB 6 p,00 D.60 h a TRANSm ONST.I. B' SWK' +..2 2 m +, AIR, VARIFS 20.51 _____________ �9• .q I i. I 1% MIN. SLOPE +19.82 `� Z 'I: EXIST, ROADSIDE SWALE , i1< s" ,! TYPE •D• cufle s 9 S Clk>• O + TO REMAIN '. .� WATERTIGHT CONNECTION - .o CONST.TYPE 19.23 0' CURB N �.. m : ! NOTES 1 9.57 2� 5 m 1 9.71 CDN$T. TYPE �p i L PIPE MUST BE SCHEDULE 40 PVC. 'D' CURB 2. THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED wJ0 wJaJ . cep I m r BEFORE THE DOWNSPOUTS ARE INSTALLED ON THE BUILDING. SECTION GC �Y1 STORK TO CONTRACTOR SHALL O ENT SCREEN. FOR ALL .SCALE: NOT TO SCALE +430 I m "' WORK TO AND INCLUDING THE RODENT SCREEN. BUILDING 1;!`Clo'NST� CONTHE POINT HALLOF BERODENONSIBLE F R THE CONNECTION T9ON EXIST -0AK TREES Ia m 3' CURB TRANSITI TO REMAIN (TYP.) : ',, D t/<Tz {iT'PJ I I d/a OWNSPOUT COLLECTOR DETAIL CONTRACTOR TO GROUT & SEAL ro. EL 20.00f. m �� ..'. .: 4" fi" AT DRIVEWAYS p EXIST. WELL AS PER SFWMD m9S +20.01 ',,. ( ) a "..'.:. -J ABE BE BE BE B.Q•6Q,O4' _ t/z' PRE=MOLDED 3A1 BB SA&CUT JOIN J O I.. „ EXPANSION JOINT A{ Y E 5 BSnMED +19,89 i ' ,���. + MATCH TO EXISTING PAVEMENT. 9' - SS-207 �'' +.19.62 NEAT SAWCUT AND START t ,' EXPANSION JOINTS CONTRACTION JOINTS (� 1 9.7 0� / VMG. IIBLE DPTH EPTH MILL AND iiT TO P. tD , REMOVE EXISTING ASPHALT. BUILD VARIABLE DEPTH (� , 1• TYPE r-8.5 OVERLAY. NPE SP-9.5. 2"R 7 30 / . DEPTH OVERLAY MO. I" . Joint Seal 1' VANES (SEE PLAN) 1' QCj i a0 WILLING DEPTH TYPE m U + " / ' SP-9.5 . 3000'PSI CUSS I. CONCR 9.88 °emu � . 20.91 e 0 tiEXI_ C 9i , 'I. r ,: ., n..i: , ASPHALT y • 0'i WE EXISTING 1/2'' ExPanalon Joint r. • - STABN2E SUBGRADE TO A B ��& Preformed Jent Filler 6 AT DRIVEWAYS MINIMUM (1 TO ) + 9! ', � COMPACTEb TO 95S OF T-180 19.69 TYPICAL 5 C I SECTION VIE Q +20.94 ��0 + 9.7Y +20. / /; su90LADE NOTES: scA� N.T.S. Q(�A 23.22 NOTES 7\. I :..�Q ! ! / 1. Saw cut contraction joints an 1D' centers max. within 48 hours, after pouring curb. • /�. T + ' ' F - 1. ALL MATERIALS AND CONSjRUCTION SHALL BE IN ACCORDANCE WITH FDOT SPECIFICATIONS 0 . / J 2. All materials and contWction shall be In occardanas with FDOT Specrficatronc SECTIONS 345 & 350. c Q L 20.24 , P : Q , `�' Section 520 and FOOT Roadway & Traffic Design Standards Index number 300. �. , 2. ALL TESTING SHALL BE IN ACCORDANCE 00 PSI CONCRETE. SECTION 345-8 c W \ ��, � / ` PO FOR 2B DAY COMPRESSIVE STRENGTH 3000 P51 CONCRETE. 0 , /-C� PAVEMENT SPLICE DETAIL 3. PROVIDE EXPANSION J01 20- CENTER TO CENTEL AT PC & PT of CURVES, JUNCTIONS OF EXISTING &NEW SIDEWAL§, AND WHERE SIDEWALK ABUTS CURBS, DRIVEWAYS & SIMILAR STRUCTURES. , r : SCALE: NOT TO SCALE 1 4. PROVIDE CONTRACTION I , / :. JQ� 5' CENTER TO CENTER.. \ \ 5. 500 SHALL BE PLACED B �S \ •�.> ` ` + F QjQ NOTE, EDGE OF SIDEWALK TO ALLOW DRAINAGE -,- 24,1 8 i. 0 / .THIS SPLICE DETAIL is TO IF USED At - \ , 22.29 % 01 'I, ALL SEAMS WHERE MATCH T® EXISTING. \\ 0 +19.81 / PAVEMENT ISREOUIREO. FDOT INDEX 300 TYPE "D" CURB CONCRETE SIDEWALK SECTIONS' F \\\\ 0 �028 +20.49 N.LS %BALE: N.T.S.' w 1 2 3 14 5 6 7 8 9 F N 9 0 r=1 wi PROJECTAND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR *TCEADA ,CONSULTANTS Kimlcpffslorn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772)794-4100 CERT. OF AUTH. #.• 00000696 KHA PROJ. #.• 047274006 SEAL MAR 3 1 2017 sd1=&40btsf ♦♦�' A ''GO,��'ie \G E N S F ma's a r • * LU ' ) a + ems, e(*v��lOTv �.\-�C' ♦� ',Frill At l! pTAC PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EX DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 7 7, P19 0 FT 10 20 North DRAWING TITLE PAVING, GRADING AND DRAINAGE PLAN DRAWING NUMBER )LE GD-2 SHEET 6 OF 17 1 2 3 2 5 0 7 0 E FI E ai N N E 6" DIA. GALV. STEEL CONC. FILLED BOLLARDS. SEE DETAIL 4/A4.1 TYPICAL OF 4 A ,$ O 6' & 3" x 314' KEYSTONE 1k Q CONC. 8"x12" TIE BM W/2 a 3 k Q #5 CONT. TOP AND • �P' FINISH STUCCO Q �A #5 CONT. BOTT. REINF. a DECORATIVE BAND . •m.. 518" THICK STUCCO p p 5/8" THK STUCCO m. FINISH FINISH. TYP. Q # 9 GALV. STD LADDER Q N. JOINT 90 3" MIN. MTL. POST TYP. TYPE HORIZO REINF. @ 16" O.C., TYP. 01, �� Q �- Q Q QC) p p p 6' HIGH GALV ALUM. GATES (PROVIDE SHOP DRAWINGS)(SEE ELEVATIONS FOR DESIGN).' 8" CMU WALL 6" THK CONC. SLAB W/ GATES MUST HAVE WHEELS TO PREVENT SAGGING #1.4 / 1.4 W.W.F. REINF. Q �; AND DROP PINS FOR BOTH OPEN & CLOSED TYP. e 6 r o POSITIONS. ATTACH GATE W/ 3 HINGES TO POST. 6" THK CONC. SLAB 8" CMU WALL, TYP. Aor o loA� nj 1,250 GATES TO HAVE ALUMINUM SHEET BACKING TO p A 0 SCREEN VISION TO DUMPSTER'S INTERIOR, TYP W/ 2 LAYERS OF 6x6 GRADE #1.4 / 1.4 W.W.F. #5 TIE DOWNIN CONC. 4 a' 4 FILL CELL @ 48" D.C. 4 MAX, TYP / n !-1 L�l 1a G #4 STANDARD ACI HOOK 5' 112" EXPANSION JOINT `Gsy c e ° LONG @ 12" O.C. TYPICAL I � 16.. 16" x 14" MONOLITHIC $ FTG W/ 2 #5 REBARS CONT. Q \� PROVIDE S. STEEL SEE WF-1 ON FOUNDATION PLAN DROP PIN SLEEVE TO ANCHOR GATE TYPICAL 6" THK CONC. APRON L I DUMPSTER WALL SECTION A -A N.T.S. FREESTANDING DUMPSTER ENCLOSURE PLAID NOTE: 1. SEE CIVIL DRAWINGS FOR LOCATION AND ALL APPLICABLE SITE INFORMATION. 2. DUMPSTER ENCLOSURE TO BE PAINTED TO MATCH BUILDING. N.T.S. i 6' 6" - - T.O: BEAM o 6" x I-\" FINISH STUCCO DECORATIVE BAND 0 'v 314" THK. STUCCO FINISH Co � T.O. SLAB DECORATIVE SOLID F-6" x 1-\" FINISH' STUCCO ALUMINUM'GATE DECORATIVE BAND DUMPSTER FRONT ELEV . DUMPSTER SIDE ELEV . N.T.S. N T.S. E Ii, C 0 PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR MTCER-DA CONSULTANTS Kimlloy > Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445, 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 ' CERT. OF AUTH. *. 00000696 KHA PROD.-*.- 047274006 SEAL MAR 1 1 2017 0�41 `ni$$$Rypppp N pp. Gp0 A cr a T Ttc of : w PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 7 :7 [1] 0 FT 10 20 North DRAWING TITLE SITE DETAILS DRAWING NUMBER Li SHEET 7 OF 17 a A Ii] 1 4 �q !1 41 10 7 0 Z O Z 9' 72" WHITE L g ]Y' WHITE a w J HANDICAP PARKING STALL DETAIL 12" WHITE �DfR. ARROW (TYP.) � 24"WHITE i - N.T.S. - 5.5' � ;� STOP SIGN i 24'x24".(TYP.) 24" WHITE S: : UNLESS OTHERWISE ,.". NOTED O STOP STOP R7-7 6' TO T2' NOT LESS _ CROSSWALK EDGE OF PAVEMENT THAN 7' HANDICAP PARKING STALL (d in RI -I (SEE FNG. PLAN TV MAXIMUM EDGE OF PAVEMENT (TYP.) (REFER TO DETAIL) ~ (30"X30") FOR LOCATION) CONC. WHEEL STOP (TYP.) 6 O 12• CROSSWALK A _T 6" WHITE (TYPJ - THERMOPLASTIC �,.(REFER TO DETAIL)(WHITE) 24" STOP 8AR PSIGN THERMOPLASTICi--- --- (WHIM To Tx STOP SIGN DETAIL 18, (TYP.). SCALE N.T.S. ' g (TYP.) 9' (TYP.) {.24 �I FTP-27-06 _ ________ PLAN -__ I I (30"X 18') FTP-22-06 _ SCALE: NT.S. ]T (TYP.) 7T (TYP) 1T (TYP.) (6"X7Y') I ; _ __ _ _ _ _ _. _ _ _ _ _ �., � ` BLADES: ALCOA #66054, 6063—T6 ALLOY, ETCHED, DEGREASED, DEBURRED, WITH Q1200 co O ALODINE FINISH, #2277 GREEN SCOTCHUTEBACKGROUND OR EQUAL. DIMENSIONS-6"HEIGHT,240,30"or36"LENGTHS. _ O LETTERS: NAME - 4" SERIES "B" #2270 SCOTCHUTE..(SILVER).OR EQUAL �.:. SUFFIX - 2" SERIES "B" #2270 SCOTCHUTE (SILVER) OR EQUAL { ' BRACKETS: DIE-CAST HIGH STRENGTH ALUMINUM ALLOY, MIN. TENSILE STRENGTH 45,000 --.---------- P.S.I., DEGREASED, TUMBLED, AND POLISHED, SIDES OF ALL SLOTS SHALL BE SOLID METAL W39 39 �° WITH TWO HOLES PER SLOT (SAME SIDE) DRILLED TO 7/32" AND TAPPED TO 1/4" TO RECEIVE STAINLESS STEEL ALLEN-HEAD SET SCREWS, SKIRT OFPOST CAP .BRACKET TO BE DRILLED o C 1 m`, AND TAPPED FOR 3 SCREWS OF WHICH NO TWO SCREWS ARE TO BE LESS THAN 90 OR MORE --• --•--- - ` THAN 1359 APART. (METRO HUSKEY No. 6 or EQUAL) o m `� CONCRETE BASE: 2000# y _____ _ ___ NOTE; ME INSTALLATION OF ALL TRAFFIC CONTROL DEVICES SHALL CONFORM WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND FLORIDA DEPARTMENT OF TRANSPORTATION STANDARDS. -------------- 0 m 6" WHITE (TYP) $ 6,� WHITE (TYP.) FTP-27-06; `. CATION 0 0 m STOP SIGN AND BAR LOCATION 6"WHITE .CD 5' D.C.9' (TYP.) i m g� €�ac FTP-22 05 \\ N.T.S. ` (6"X72") Q ;---- --------- 6" WHITE -------------- � m ,A a v L E o m m e NOTES: 1) ALL STRIPING DIMENSI01V5 ARE FROM CENTER OF STRIPE•TO {ENTER OF STRIPE. '. .. STRIPING TO 8E THERMOPLASTIC TRAFFIC STRIPING AND AP PARKING STALL ,,. REFER TO DETAIU m '.. 6" HfTE' 33.5' (TYP:) ,v2J,,ALL ', ' MARKING AS PER FOOT SECTION�711. m 111 I91 C E. M PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR �" TCERDA CONSULTANTS KirdepMorn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. #: 00000696 KHA PROJ. #r 047274006 SEAL MAR 3 12017 `TTur�aaaeq� o G00p rll f"i yo �• 41�10 NQ. �0 % LU j ✓,,����F55 O �� ,, 'fill PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016' ISSUED FOR: KEY MAP DRAWING SCALE %7 1 L A I bL 0 FT 10 20 North DRAWING TITLE SIGNING AND PAVEMENT MARKING DRAWING NUMBER S P -1 SHEET 8J OF 17 ■ ', m 1 2 3 4 5 6 7 8 9 1 2 3 Cj 5 0 7 0 In E N N s j m O B �. SS-101 55=302 55-203 55-204. SS-205 LS-206 N. 1124549.0535 N. 1124598.5717 N 1124701,4367 MH# 1 N. 1124803.5628 N. 1124753.8257 E. 650317.3523 E: 850062.0666 E. 850164.9691 N. 1124753.0943 E. 850267,0216 E. 850321.9367 CONST, P-8 SAN. MANHOLE CONST, P-8 SAN, MANHOLE- CONST. P-8 SAN. MANHOLE E. 850269,1696 .:.EXIST. SAN. MANHOLE CONST. LOW PRESSURE LIFT'. STATION:. REFER TO DETAILS - REFER TO DETAILS REFER TO DETAILS MH# 2 RIM EL= 20.31 (EX.). REFER TO DETAILS RIM EL. = 20.50 :, RIM EL. = 20.47-: RIM EL. = 20.19 N. 1124755.9227 NE INV. = 13.54 (EX.) (PLUG TO REMAIN) WET WELL RIM EL. = 22.00 NE INV. = 15.39 NE INV. = 15.08 NE INV. = 14.36 E 850271.9960 - SE INV, = 13.68 (EX,} INLET WET WELL INV. _ 13.37 SE INV. = 14.46 CONST. GREASE, OIL SW INV. = 13.75 (EX.) WET WELL BOTTOM EL. = 7.95. SW INV..= 14.46 & SAND INTERCEPTOR - REFER TO DETAILS ...... RIM EL. = 21.35 INLET PIPE INV. = 14.50 b OUTLET. PIPE INV. = 14.25 , -- APPROX VERT. SEPARATION = 1,66' t--- TOP OF 18" RCP = 72,50 8" PVC SAN INV. = 14.16- EL20.00 CONST. 139 LF PVC SAN. CONST. 742 LF 6" B' WYE" <@ 044%WITH 6"X OF 8". PVC SAN. SS-203 55-205 J" SS-202 EL 20. APPROX.VERT. SEPARATION = 1.13 TOP OF OF 24" RCP = CONST. 15 LF OF 6" PVC SAN. @ 1.0% WITH C.O. AND 6"X6" WYE 14.5 8" PVC SAN INV. = 74.52 C/0 INV. S-10 S-]0 $ 24" RCP--,- =-- ---'---- -- 30" CP REFER TO UT CROSSING DETAIL P-1 S-105 CON F OF 6" PVC SAN. @ 1. WIT -------------- C. CONST. 55 OF4" PVC SAN. - - APPROX. VERTICAL SEPARATION = 0.78' TOP OF 30" RCP - 12.731 /O INV. -15.05 SS-204 81,PVC INV, = 13.51 CONST.7 LF OF 6" VC SAN. CONST. 13 LF OF 4" @ 1.0% WITH`6"X& WYE 1 N{ATERAL CONST 13 LF OF 4" C/0 INV. _ 14.31 PVC SAN. LATERAL CONST, 90 LF OF 8" PVC SAN.'@ 0,44% ,24" RCP C70 INV = 14.711, C/O INV. = 15.16 '-iXISTIB" PVC SAN, EXIST. 3"'PVC FM. , I L S , N i 0 S-i 02 18" RCP 10 xle-49 is m 3 i W m SUNSHINE KITCHEN ❑oEX15T. 8" PVC WMI 1-STORY m 9f884 SF i � N ' PROPOSED GRADE = 20.40± m F.F.E. 21.50 m } PROP. 6' PVC SAN. m - - wv3 1.23' PROP. 30" RCP m UTILITY CROS S IING DETAIL P- Y '-------------- 0 EXIST. I' 4";PVC WMSERVICE. \ CONST. 2" WATER METER u.. i m & RPZ AS PER FPUA DETAIL (W-11) ,. ` REFER TO PLUMBING PLANS FOR .I , ADDITIONAL INFORMATIONi'1 m CONST 212 LF OR 8" m PVC SAN. @ 0.44°.y '^ TIE TO EXIST. m GROUND 20 PROP. 2" PVCCON UI ?� m \ . EL. 20.001 m ]5 �.. `., WBE BE BE BE BE BE BE BE BE ~ 0 100. 50 100 SSr20 PROP. ELECTRIC AT -GRADE TRANSFORMER SANITARY SEWER PR , CONST. 2" GAS SERVICE (REFER TO PLUMBING PLANS, FINAL SIZE TO BE DETERMINED BY GAS CO. 0 Al CONST. (2) 5" PVC CONDUITS FOR ELECTRIC SERVICE - /_I""77p (REFER TO ELECTRIC PLANS FOP CONTINUATION FROM kc 9 00�� TRANSFORMER TO BUILDING) a 1 10 50 100 150 SANITARY SEWER PROFIILE SS-205 - L5-206 0 030 TIE TO EXIST CONTRACTOR FP&L REGARDING OONDN TERMINATION SS 02 55-203 CONTRACTOR TO COORDINATE WITH 20 15- 0 0 r \ \ 100 50 100 150 200 s SANITARY SEWER PRa h� 2 3 4 5 6 7` 250 LR SS 2202 $5-205 8 20 300 ]0 9 I= C C PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR ETCERDA CONSULTANTS l ))) BRIAN A GOOD, P.E. P.E. LICENSE NUMBER 569J9 445 24th STREET, SUITE 200 VERO BEACH, FL 52960 (770 794-4I00 CERT. OF AUTH. #.• 00000696 KHA PROJ. #{ 047274006 SEAL MAR 31 2 i7 7M,j;%j 11 1fit fE+� v rob ccW. s K n ITOY:R " aab�� PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: GAS SERVICE REVISION KEY MAP DRAWING SCALE %7 Z 0 FT 10 20 North DRAWING TITLE UTILITY PLAN DRAWING NUMBER SHEET 9 OF 17 3 1 4 5 0 d EQ O N FI EI ill i 1 1 2 INSTALL R.PM. BESIDE 5 1/4 LOCKABLE VV E' LETIERI.Y, "WATER' OR '.PEK'ER" ON COVER BOX LID A 0 CO.P. JlTYLER,AJWON-14751 PART CONC, PAD 24' ..QUAKE !!j/( �1:Zf-147510 4" TICK IN UNPAVED , AREAS WfREINFORCED \ FINISHED GRADE CONCRETE MESH \\ I flil z VALVE OPERATOR SHALL ADJUSTABLE BE AO LONGER 7NLN VALVE BOX & RSER �.. 24' ENTENSATN or NECESSARY)* GATE VALVE -- U rTNHN NET7C WERE INSTAil R.P.N. 6' PAST - THE VALVE BOX WTTN THE TRAFFIC FLOW MECHANICAL JOINT RESTRA H,- (TYP.) ._ TYLM/UNADN PAR /12T-1475T0 SEE NOTE 12 TILE WIRE 1J2' PVC CONDUIT {{[[ A)A, R N07ES; I, BLUE REFLECTIVE PAVEMENT DARKER (RPU) FOR WATER . VALVES AND GREEN RPU FOR WASTEWATER VALVES PAVEMENT EDGE INSTAu R.P.L. ON THE 2_ FOR WATER AND WASTEWATER INSTALLED IN PAVED AREAS, PAD OF 5 )j' LOCKABLE ENCASE_ THE M,VSiNETIC WANE IN 1/2' PVC INSSE THE VALVE \:VALVE VALVE BOX LID & O DOX FIVE INCITES SEL.CW GRADE. E.O.P. UARIO•R 3. DIP MAY DE USED AS RISERS ONLY IF A VALVE BOX IS „ .INFO: SIZE NOT VWNUFA(IURLD FOR THAT DEPTH. NO PVC RISERS TYPE OF VALVE SHALL, BE USED IN ANY CSNLTIMSTANCES. UTILITY TYPE cArE k ?QrWAPIF WAIVE Bax 1 OF TURNS DET TMCAL NTS STANDARD SEPARATION STATEMENT FOR WATER / SEWER CONFLICTS 1, SANITARY SEWER, FORCE MNNS AHD STORM SEWERS SHOULD CROSS UNDER WATER MAINS WHENEVER POSSIBLE, SANITARY SEWERS, FORCE MANS AND STORM SEWERS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 6 INCHES, PREFERABLY 12 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE WHEN ABOVE, AND AT LEAST 12 INCHES OF SEPARATION WHEN THE WATER MAN IS BELOW. WHERE SANITARY SEWER, FORCE MAINS, STORM SEWERS MUST CROSS A WATER MAN MT N LESS THAN 8 INCHES VERTICAL. SEPARATION, BOTH THE SEWER AND WATER MAIN SHALL_ BE CONSTRUCTED OF DUCTILE IRON PIPE (DIP) CENTERED ON THE CROSSING. (DIP IS NOT REQUIRED FOR STORM SEWERS.) SUFFICJEW LENGTHS OF DIP MUST BE USED TO PROVIDE A MINIMUM SEPARATION OF 1D FErr BETWEEN TWO JOINTS. ALL JOINTS ON THE WATER MAIN WITHIN 20 FEET OF THE CROSSING MUST BE MECHANICALLY RESTRAINED. ALL CROSSINGS SHALL BE ARRANGED SO THAT THE SEWER PIPE JOINTS AND WATER MAIN PIPE JOINTS ARE EWOWART FROM THE POINT OF CROSSING (PIPES CENTERED ON THE CROSSING). AT SUCH CROSSINGS PIPES 94ALL BE ~QED SO THAT ALL WATER LAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN WMCUUU TYPE SANITARY SEWERS, STORM SEVERS, SMRU07ER FORCE MAILS. OR PIPDAES CONVEYING RECLAIMED WATER REGULATED UNDER PART B OF CHAPTER 62-610, FAG, AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY OR PRESSURE TYPE SANNRARY Sr4R^, WASTEWATER FORCE MANS. OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART Nil OF CHAPTER 62-610. FAC. WHERE A NEW PIPE CONFLICTS WITH AN EXISTING PIPE WITH LESS THIN 6 INCHES VERTICAL CLEARANCE. THE NEW PIPE SHALL, BE CONSTRUCTED OF DIP (EXCEPT STORM SEWERS) AND NEW PIPES SHALL BE ARRANGED TO MEET THE CROSSING REOUIREMENTS ABOVE. 2. A MINIMUM 3-FOOT HORIZONTAL SEPARATION SHALL DE MAINTAINED BETWEEN AW TYPE OF STORM SEWER AND WATER WIN IN PARALLEL. PMALLt11ONS WHENEVER POSSIBLE A WMLUL 3-FOOT, AND PREFERABLE 10-FOOT HOREZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN VACUUM TYPE SANITARY SEWER AND WATER MAIN IN PARALLE. MSTALLAT70NS WHENEVER POSSIBLE A MINIMUM IG-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN "ONSNE SEWAGE TREATMENT MD NSPOSAL SYSTEM` AND WATER MAIN IN PARALLEL INSTALLATIONS WHENEVER PQS. BE. A MINIMUM 6-FOOT, AND PREFERABLE 10-FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED BETWEEN GRAVITY OR PRESSURE TYPE SANITARY SEWER WASTEWATER FORCE VAIN. OR PIPELINE CON%TY1NG RECLAIMED WATER AND WATER MAIN IN PARALJ.EL INSTALLATIONS WHENEVER POSSIBLE THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER WINS AND GRAVITY -TYPE SANITARY SEWERS SHAM. BE REDUCED TO 3 FOOT WHERE THE BOTTOM OF THE WATER MAN IS LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER IN CASES WHERE IT 6 NOT POSSBLE TO MAINTAIN A 10-FOOT HOWZONTAL SEPARATION. THE WATER MAN MUST BE LAD IN A SEPARATE TRENCH OR ON A UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER OR FORCE MAN AT SUCH AN ELEVATION TINT THE BOTTOM OF THE WATER MAN IS AT LEAST 8 INCHES ABOVE THE TOP OF THE SEWER. WHERE IT 6 NUT POSSIBLE TO MAINTAIN A VERTICAL DISTANCE OF 6 INCHES IN PARALLEL INSTAUJOIONS. THE WATER WIN SHALL BE CONSTRUCTED OF DIP AND THE SEWER OR THE FORCE MAN 94LLL BE COWrIFNCTED OF DIP (EXCEPT STORM SEWER) WITH A i8MULW VERTICAL DISTANCE OF 6 INCHES. THE WATDt ARAM SHOULD ALWAYS BE ABOVE THE SEWER JOINTS ON THE WATER MAN SHALL BE LOCATED AS FAR MART AS POSSIBLE FROM JOINTS ON THE SEWER OR FORCE MAN (STAGGERED JOINTS). 3. ALL DIP SHALL BE PRESSURE CLASS 250 LAIN.. ADEQUATE PROTECTIVE MEASURES AGAINST CORROSION SHALL BE USED AS DETERMINED BY THE DESIGN ENGINEER. PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR *FirlAMA CONSULTANTS KI[nley>))Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. #: 00000696 KHA PROD. #. 047274006 SEAL PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 7 71 0 FT 10 20 North DRAWING TITLE UTILITY DETAILS DRAWING NUMBER SHEET 10 OF 17 1 2 3 4 5 6 7 S 9 I i An 24-X24' SQUARE PAD X 4' THICI CONCRETE COLLAR IN UNPAVED AREAS W/REINFORCED CONCRETE MESH `- YECHUu^AL JDWT TFF � •... s' �-9bD PIPE VARAES ---u E)OS72.7JG WATER IVA 4 1f2' PUMPER NOM FACING ACCESS R/W AND (2) 2 1 f2' HOSE AK72ZLES GROUND OR PAVEMENT SURFACE BLUE RPL MN{KER Ex,anuo WATER W6J ••11A•��R----------- ��� BUT R.P.M VALVE BOX (SEE DETAIL) REWENT SEAT 6' GATE VALVE NON-RSIK7 STEW 6'C-9AO P.VC 21312.4" SQWJRE PAD X 6" TNiCK CONCRETE COLLAR W/ 4 /4 REBAR 3' FROM EDGE OF PAD RESIUENT SEAT GATE VALVE NON-RISM STEM SEC BURY LINE TO FINISHED GRADE �--�- LWD157URBm SOR UNDISTURBED ^ J CY OF PEA ROCK (IUJt) SOB 6' MI HTDR4NF (ANCHOR) TEE NOTES 1. HYDRANT SHALL BE INSTALLED PLMUB & TRUE 7. ENTIRE ASSEMBLY TO BE MECHANICALLY RESTRAINED. E HYDRANT SHNL BE PAINTED CARNIVAL RED S. BLUE LOCATOR SHALL BE PLACED 04 CENTER OF FROM FACTORY. TRAVEL LANE CLOSES? TO HYDRANT. 3. REEL TO REST IN UNDISTURBED SOIL. 9. ALL HYDRANT VALVE BOX GONERS SHALL BE PAINTED 4, THE ONLY MNRANTS ACCEPTABLE ARE' CARNIVAL RID. K NNEDY GUARDIAN, MUELLER CENTURION, Ia. LOCATE WIRE SWU TERMINATE AT HYaWff & AMERICAN AVK, CLOW OR APPROVED EQUAL ISOLATION VALVE S. HYDRANT ASSEMBLY MUST BE RESTRAINED 11. HYDRANTS SHALL BE NO MORE THAN FIFTEEN FEET (15 To TEE. FT.) FROM THE CURB OF ROADWAYS OR FROM THE EDGE 6. ALL FITTINGS SHALL BE MECHAN7CA. JOINT. OF PAVEMENT: CLEARANCES OF SEVEN AND ONE HALF FEET (7FT-GIN.) IN FROM OF AND TO TE SIDES OF THE FIRE HYDRANTS. WITH FOUR FOOT (4 FT.) CLEARANCE TO THE REAR OF HYDRANTS SHALL BE MAINTAINED. TYPICAL FIRE HYDRANT ASSEMBLY (N.TTS) 'EORT PIERCE. UMMES AUTHOR IT) WASTEWATER CONSTRUCTION NOTES L ALL CONSIROCT7ON MATERIAL PiSTALLAWN AND 7ESTAV ShUl CONFORM TO 771E STANDARD SPECIFICATIONS OF THE FORT PIERCE UTILITIES AUTHORITY. A GRAVIY SEWER WIN SHALL BE POLYVMNYL CHLORIDE SBR-21i, GR V OR WT97E W COLOR. GRAVITY SEWER MAW S4QL HAVE LOC47DR TAPE WITH `SEWER' MARKED ON TAPE ANO SHALL CONFORM TO A57U D-,34N. ,1 THE MA)MOt£ BASE SHML BE SET ON A RR4 DRY AND STABLE COMPACTED BASE FOUNDiPOAt IF NECESSARY. THE CONTRACTOR .' .1. UDLQE ROCK 70 PR WIT A FIRM AND SIXTASDE WAINDLF BASE FOUHD4770NL 4. W.STEWATM UNE5 SHALL BE BACKFILLED AND COMPACTED W AC VANCE WRH FPUA DESIGN AND COM MUCTON STANDARDS THE COARRAC7OR SHUT SLTWT CO RIED DENSRY TESTS AS REQUIRED BY FPUA D05; 'FRtW AND THE CITY E7JGWEERWG DEPARTMENT. IN CASES WHERE PAVED AREAS FALL WM W THE JURISDICTION OF LOCAL OR STATE AGENCIES THE COMPACDON Mtr E- MENIS SHALL. NOT BE LESS 7HEN THE YWSNY REQUIRED BY THE APPROPRIATE RE:SPOASO-E AG IICY. & A 1X MINIMUM SLOPE SHALL BE MAINTAINED ON ALL SWIARY SERVICE LATVWU & 6. THE CONTRACM SHALL FURNISH RECORD DRAWING MVRW7XW M THE DRAM CONSLSUING OF PIPE SIZE$ LOCATON OF SERVICE 7EE W1ES, DDAMEIER OF SERVICE'S, LOCATION OF ANY F7TI m FINAL RN AND AVERT ELEVATION OF ALL MANHOLES AAA7 ANY OTHER PtRTWDIF W ORI AWN NECESSARY 70 LOCATE ITEMS CONSTRUCTED DANDER THIS PROJECT 7. MAWTA& SDI FEET AND PREFERABLY 10 FEET HORIZONTAL DISTANCE BETWEEN WATER MAINS AND SEWER MAMS AS A UIMWlAA & WASTEWAMR FORCE MLAINS WAMWA71R COUXCWN LINES, AND STORM SEWERS SHOULD CROSS UNDER WATER YAWS WMVEVER POSSIBLE A M1NtMLW VERTICAL DISTANCE OF 12 INCHES BETWEEN THE RJVERT OF THE UPPER PIPE AND THE GROWN OF THE LOWER PIPE SHALL BE PROVIDED WHENEVER POSSIBLE WHERE TILLS MINIMUM SEPARATION CANNOT BE MAINFAWED THE CROSSIAC SHALL BE ARRANGED $O THAT THE WASTEWATER PIPE JOINTS AND THE WATER PIPE JOW7S ARE EORADISTANCE FROM THE POINT OF CROSSING, AND THE WATER WIN SHALL BE CONSTRUCTED OF DUCTILE FRON PACE (DAP) AT THE CROSSING, SUFFICIENT LENGTHS OF W MUST BE USED 70 PROVIDE A MDNMUM SEPARATION OF 10 FELT BETWEEN AMY TWO JOINTS. ALL JOINTS ON THE WATER WA WITM 20 FEET OF THE CROSSING MUST BE YECHANIGALLY RM77WVM A MAWUW VERTICAL CLEARANCE OF 6 INCHES MUST BE AWNTAWED Al ALL CROSSINGS. 9. A PREP CONFERENCE SEMIN THE ENGINEER THE CONTRACTOR AND FPMWlGTY COUNIY/7DOT SHALL BE MANDATORY PRIOR TO THE COMMENCEMOff OF CORS7RICD0AL NX NO FIELD CHANGES OR DEVIATIONS FORM THE DESIGN SHML BE UWE W17MUT PRIOR APPROVAL. FPUA1CIIY1JCOWV1FDOT ENGINEER IL TRAFFIC CONTROL. BARMCADE'SV ETC SHALL BE IN ACCORDANCE WIN THE FLOP" DEPARTMENT OF MAMPORIA77ON STANDARDS 12, CONTRACTOR SHALL NOTIFY FORT PIERCE UTILITIES AUTHORITY 48 HOURS PRIOR TO COMMMEAGINO CON57RUC710N. 11 WASTEWATER FORCE WW SI"U BE POLYLANYL CRAORIDE CONFORALVIS 70 AWSW C-900, AND SHALL BE CLASS 15CL DR-1& 14. WASTEWATER FORCE MAIN SHALL BE GREEN W COLOR. Ia FITTINGS SHALL BE DLCRti RDA CONFORMING 70 ANSI/ANWA C- 101A21.10 CL455 250 MIL AND INTERIOR EPDXY COATED. 16, WASTEWATER FORCE MAIN SHALL BE MARKED BY THE USE OF COMIRML6 1D GAUGE 7FM WIRE (GREEN IN COLOR) PERY4NENTLY AMACHO TO THE TOP OF THE FORCE "UN WITH LOCATOR TAPE MARKED 'SEWER' ON TAPE W ACCORDANCE WITH FPUA SPECIFWAT70NS 17. MBNAMLIM COVER SHALL BE 36 INCHES PIPES WIN COVER LESS THAN 30 INCHES SHALL REQUIRE PRCR APPROVAL OF THE VIXTTEY ENG1NEiR AND SHALL BE CON 'TRLCTED OF DUCTILE won PIPE 1& EACH SERVICE LATERAL WILL 8E MARKED WITH A LOCATOR BALL AS MANUFACTURED BY 311 CORPORATION, OR APPROVED EQUAL AS REQUIRED BY FPVA ENGINEER 19. ALL MANHOLES SA}UL HAVE SEWER RAN CUWM WSTALDED AS REQUIRED BY 1PUA ENGINEER. 20, THE CONTRACTOR SHALL COMPLY WIN THE FLORIDA TRENCH SAFETY ACT REQUIREMENTSS, FINISH GRADE SFr NOTE No..:5 12" INITIAL BACKFILL EMBEDMENT INTERVAL LINESPRING LANE OF PIK` HAUNCHING F 1RE� UIREMD N. :'. :,. •� FOUNDATION (MAY NOTE REQUIRED) BACKFILLING REQUIREMENTS N.T.S. NOTES. 1) IN CERTAIN SOIL CONDITIONS A FOUNDATION MAY BE REQUIRED. 2) BEDDING IS REQUIRED PRIMARILY TO BRING THE TRENCH BOTTOM UP TO GRADE. BEDDING MATERIALS SHALL PROVIDE A UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. 3) HAUNCHING MATERIAL SHALL BE HAND PLACED TO THE SPRINGLINF OF THE PIPE. MATERIAL SHALL BE CONSOLIDATED UNDER THE PIPE AND HAND TAMPED TO PROVIDE ADEQUATE SIDE SUPPORT. 4) INITIAL BACKFILL MATERIAL SHALL BE HAND PLACED TO 12" ABOVE THE TOP OF PIPE. THE SOIL SHALL BE COMPACTED TO 10OX MAX. OENSITY.(AASHTO T-99) 5) BACKFILL SHALL BE COMPACTED TO 100X OF MAX. DENSITY AS PER AASHTO T-99, TO A POINT 30" BELOW PROPOSED PROFILE GRADE OR EXISTING GRADE THE FINAL 30" OF BACKFILL SHALL BE COMPACTED TO 98X OF MAX. DENSITY AS PER AASHTO T-180. 6) DENSITY TEST SHALL BE PERFORMED AT AREAS DETERMINED BY THE UTILITIES ENGINEER OR PERMIT AGENCY HAVING JURISDICTION, AT THE CONTRACTORS EXPENSE 7) CONTRACTOR TO COMPLY WITH ALL FEDERAL, STATE AND LOCAL TRENCH SAFETY REGULA77ONS. LIMIT OF +JIILITLPS AuDATJ1RT",NSTALlATX/N --�j . mart TEE FOR Trom 5' MPP1E WATER METER APPROVED BALmow, 11 ASSEMBLY 6" k>PrPtf � r8` NMPPLE w "^, ( /jJ 90' ELBOW 2' LOCKABLE 2' COPPOAADON CORPORATION I LOCKM 29, TEST PORT CURB STOP TEST PORT , FINPSATED GAADEl 2' COPPER\ .. SERVICE PIPE N076S: 1. LANDSCAPING REQUIRED PER GNY OF FORT PIERCE OR St. UJCtE COUNTY ORDINANCE NO PLANTS OR TREES WITHIN 18' AROUND METER OR BACMCW. NO SOLDER JOINTS. 2. ASSEMBLY TO EIE 29' FROM FINISH OWE TO CENTERLINE OF THE FLANGED 90' BEND. WATER MAIN DOUBLE STRAP SERME SADDLE , ` —TORPOR nc N STOP i' ' LYFl/✓riiT1E SERW9 E LINE 2 x 4" TFURIRARY IIARKER (PtIvIm EL aRADE FORD CURB STOP 1' FORYFIM2ENE SERVICE LINE i I I (N,T.S.) NO AFTER TESTING REMOVE 1' P.E UNE AND CAP 4.TTH BRASS PLUG AT CART ORATION STOP, I� m C I--m 1 1 2 1 3 1 4 I 5 I 6 - 7 1 8 1 9 Fi IIIIIIIIIII0111 D Zs Q z N 00 T Ol N ez c 0 0 B A 24'x24 XI2' SOUIRE SLAB POURED TO GRADE N UNPAVED AREAS WITH FIBERGLASS MESH REINFORCEMENT AND 14 REDAR 3' FROM OUTER PMUETER 0'-43' P.V.C. B5,6'--45° P.V.C. of—itl { vvvinl O' CLEANOW FRAME & COVER U.S. FOUNDRY 7620 OR APPkROM EQUAL :r76' PA^REASE - PLUG 2ex24-XI2' SQUARE SLAB I POURED TO GRADE IN UNPAVED AREAS WITH FIBERGLASS MESH RENFORCEMENT AND #4 REPAR 3' FROM OUTER PERIMETER TERA4PidA± r-LEANVOUT DETAIL (CONUMERCIAL) (AIT SS) �- TWO LAY CLEAN -OUTS TRAFFIC R➢JO & COVER �--- IAS, FOUNDRY STYLE 170 OR APPA?OM EQUAL �r SWTAPY TEE r� 4 2. 4f OITTLET LIQUID LEVEL I MET PIPE PIPE ,�(_ T 1/2' OUTLET SWEEP 12, L4AXWUI4 e' WAM" FROM BOTTOM 9.�a+�ew.wwwu NatEs 1) ALL PPP MALL LE A. LBNIMUTI OF 4'. 2) PIPING SU`LL BE INSTALLED USING A CONCRETE MANHOLE ADAPTERR, 3) SM MkW 'T' OUTLET SK" BE INSTALLED 4' INSIDE MANHOLE WALL 4) TANK SMALL BE A MINIMUM OF IWO GALLONS & MAXIMUM OF 1250 OALLANS. 5) TANK MUST BE TRAFFIC BEARINC, B) WALLS & BOTTOM SLABS MIIMUM 4' TNCK REINFORCED CONCRETE 7) TOP SLAB MINIMUM S' 114" REINFORCED CONCRETE S) SECTION SHALL BE JOINED AND SEALED WTI1E UNrULFM 1-3/4- -RAM -NEH" SEAM OR EQUNK. NT TO FORM A WATER TIGHT SEAL B) TANK STUNG SHALL BE PER FPUA GREASE TRAP POLICY STANDARD DETAIL FOR GREdSEE, OIL. AhQ SAND _ lAVJKFPTERS N74) j}�..f71 " � ■ I i APPLY 2 LAYERS OF RAM -NECK SEALANT MUD INSIDE AND OUTSIDE SEAMS SEE MANHOLE SCI�0 -• 3,/8- GROUT on PRECAST Cove. RPXS INSIDE A; OVT �- SEE NOTE" 2 2 COM OF COAT` TAR �,1^---EF4XY OR APPROVED EQUAL PIPE SHALL EXTEND 1' INSIDE MANHOLE PACK WTTH • NON-shRAATxLvC 4-ROLTT ,r^ U.N. COUPLING f FOR REED INSTAUATIO.N NEOPRENE BOOT WTTR STAINLESS S= ACCESSORIES OR APPROIC) EQ0 i SHALT. BE USED FOR PRECAST SbWliOLE PIPE DbL »A" °R. aC. BIT. SLAB 'T' 3O _a6' 5'-0' , a I M. Ion TYPICAL MANHOLE DIMENSIONS NOTES: 1) MANHOLE FRAME & COVER MIN THE WORDS ' SABTA Y SEWEW CAST IN THE COVER. ULS.. FOUNDRY 170 OR APPROVED EQUAL, 2) ALL CONCRETE WN JM 70 BE 4000 10.51. TO MEET OR EXCEED ASTL C478 ALL CE742fr TO BE TYPE I ACID RESL5TANT. REINFORCING AREA OF 0.02 So. IN/FT FOR WALL SECTION MIN. TO MEET OR, EXCEED ASTM A 185. 3) A MAXIMUM OF 2 LAY OF PRECAST CONCRETE RUNES. IF REQUIRED. 4) RAIN OUAROS SW.LL BE INSTAllFD IN MANHOLES THAT HAVE GRA6TTY MANS 12' OR IF" STA DN ARD , MANNOLE DEPTH 3-0' AND GREATER (PtTS) PRECA T MANHOLE DEPT S-7 6 = 0' A GREATER FILET NLERT E1L.V.w1lX LOCATE AND' ORIENT IN ET 2' 2 •- 3/4' av's� "-, r ro FumTS SCH So P.0 wm Y �' L •1 M1. u. A •4r i * . , A � A A !M?CE A TAN. !1r S Mh= OF MY WN fat lAiliCs�AKF9�JALLY SPICED ARam 41 OF T"E FIA4M N COU S' TI-FLATAtAN OOUM {MiT{RiL CR Whw SDA- Umm skv LOW PRESSURE FORCE MAIN SYSTEM TN.T.ST TYPICAL WET WELL & OMMERCIAL DUPLEX PUMP UNIT I 1 I 2 3 4 5 r sm as P4 rava 2' OT KIT ELG UARMi "a#$ so F2EG'CAPMO uAli' R rf"ru AS ISO ITN AI TEST x� LI� SYVN x ol?t. TDM 3` tuU LDING SFAS WIF1E a` T rtsta x TRtam y'S,W 40 PTO RA Y SCi ao PVC rxr FEE 7 a$w x SIP 0 0 7 aT IAIF t� MAUL 0 tuxl WIA slat BE Fa NOTES; 1. EMS S34AL BE INSTALLED ON STREET SIDE OF TEE AND VALVE. 2. VALVE BOX WILL BE TYLER 141Q FOR 22"-30' DEPTH OR MER 142R FOR 30'-42' DEPTH. 3. WHEN CUTTING INTO AN EXISTING FORCE MAN LINE USE REPAIR TYPE SLIP OR COMPRESSION COUPUNGS rhWE71ATELY UPSTREAM AND DOWNSTREAM OF TEE WITH COMPRESSION. FORCE MAIN (4" & LARGER) CONNECTION VALVE DETAIL (XTA) LOW PRESSURE FORCE MAIN SYSTEM 6 NOTF5; 1) INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIQNS- 2) SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. SUBMERSIBLE FLOAT GRINDER PUMP -- ELEVATIONS FLOAT TYPE ELEVATION (NGVD) HIGHWATER ALARM EL. 12.70 LAG PUMP ON EL. 12.20 LEAD PUMP ON EL 11.70 PUMP OFF EL. 9.95 PUMP MODEL BARNES SGV 3072L IMPELLER 4.75 PHASE 1 — FLOW 90 gpm HEAD 40 FT HP 3 _ RPM 3450 7 8 1 9 F INIIIIIIIII C 0 u PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR *:TCERDA I CONSULTANTS p,N> Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772)794-4100 CERT.OF AUTH. #: 00000696 KHA PROD. #.• 047274006 SEAL MA3 1 2017 3 NO ' v � i 'f p6��FSPB6�j 1y616 S, �*,` PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP - DRAWING SCALE 0 FT 10 20 North DRAWING TITLE UTILITY DETAILS DRAWING NUMBER le UT-3 SHEET 11 OF 17 1 23 45 6 7 $ 9 Plant Schedule TREES & PALMS SYMBOL CODE QTY BOTANICAL NAME / COMMON NAME SPECIFICATIONS - REMARKS AR 4 Acer Rubrum / Red Maple 14' O.A.H., 7' Spr. Ball & BUrlapped QV 3 Quercus Vlrginlano / Hlghrlse LNe Oak 14' O.A.H., 7' SPR. Boll & BUr/apped t. SP ll Sabo/Palmetto /Cabbage Palm 10' l6'CT, 50/50 Mlx Boll& Bur/upped Booted '& Slick Trunk F TO 4 Taxodlum D7stichum / Bald Cypress I6' Ht. x 7' Sprd. Ball & Burlapped F %nim t. TS '6 Tacoma Stops / Yellow Bells 12'-14' O.A.H. Ball & Burtapped Tree Form, Strdlght, Shq/e Leader IA 4 flex X Attenudto 'East Po/atka" / East Palatka Holly 3" Col., 12'Ht, 40" Spr. Full, FL #l, FG SHRUBS _ L CODE _ A SPECIFICATIONS REMARKS SYMBOE 7l' BOTANICAL NAME / COMMON NAME Q CAF29 CannaFlocc/dc /Yellow Canno 3 Gal.,./8"Ht. x 18' Sprd. Full CRA 32 Crinum Americanum /Swamp LW 3 Gal.,.12" Ht. x /2" Sprd. :Full i - SES 20 Serena Repens / Saw Palmetto 3 Gal., 12" Ht. Mln. Full TRF 54 Trlpsocum F/or/danum / F/orlda Gamagrass 3 Gal., 24' Ht. x 24" Sprd. Full -------- --_.--- ------------- SHRUB AREAS v SYMBOL ^, CODE QTY BOTANICAL NAME / COMMON NAME SPECIFICATIONS REMARKS lT 86 Dlonella Tasmonlca / Var/gated Flax Lly. 3 Gal. a 30" O.C., Full pT7t / 3 DI / ✓, 18" Ht. x /8" Sprd. EUM 186 Euprblo MIIII Dwarf / Dwarf Crown of Thorns / GAL. 0 18" D.C., . ,., M12" Ht. x 12' Sprd. Full FIM 96 %F/ous Mlcrocarpo 'Green Island' / 3 Gat. a 30" O.C., Green Island Flcus l8" Ht. x 18' Spiro. Fall i i E / I8 RCP OSC 264 Osmundo C/nnamomea / C/nnomon Fern Gal. a 24" O.C., Full / TS 18" Ht. x 164 Sprd. I 6 Dl. , = , '` LJ / RHI 2�t8 Rhophlolepls IndIca / Indian Hawthorn 3 GAL. a 24" O.C., / 24. 18" Ht.:.x /8" Sprd. Full RH 10 „ - "�y,'„ ; ' SPB / l9 Sportlna Baker/ / Sand Cord Gross 3 Gal. a 48". O.C., Full / 24" Ht. x 24" Sprd. og TRO 222 Trlpsacum Dooy/oldes / Fakohatchee Gross 3 Gal, a 40" D.C., I-e d /8" Ht. x 18" Sprd. Full _ MISC. i •�� '+� �� SYMBOL *EE CITY BOTANICAL NAME / COMMON NAME SPECIFICATIONS REMARKS ---' G0 r ? 6>08 ,\QQ,„- n e1 / ® 'GVL 4 Chattahoochle Stone Cubic Yards R DI 76 z'comau7T �24 SP RHI GENERAL PLANTING NOTES: TS I 8" PVC SAN.. 55-203 8" PVC SAN.. li 5 l29 3 55-205 i i 1;•PLANT.MATERIAL:. ALL PLANT MATERIAL SHALL BE FLORIDA $1 OR BETTER AS ESTABLISHED BY "GRADES .CSC R Ft EU _ AND STANDARDS FOR NURSERY PLANTS" OF THE STATE OF FLORIDA, DEPARTMENT OF AGRICULTURE \ PROP. LIGHT POLE (TYP.) S-0OS , Z" CONDUIT 2l 4/ l86 6" PVC SAN. 2. ALL .TREES, SHRUBS AND. GROUNDCOVERS SHALL BE OF THE SIZES (HEIGHT & SPREAD) AS. SPECIFIED IN 5-103 24^ RCP Qv° ° • ° THE PLANT LIST. THE CONTAINER SIZE DENOTED ON THE PLAN LIST IS FOR REFERENCE PURPOSES ONLY. ` \ o o 3 3. QUANTITIES LISTED ON THE THE PLANT LIST ARE: FOR ESTIMATING PURPOSES, CONTRACTOR SHALL VERIFY ALL QUANTITIES. \ / \� TO \ 4. WHERE THERE IS:A DISCREPANCY EITHER IN QUANTITIES, PLANT NAMES, SIZES OR SPECIFICATIONS D ----*•- •------ 2 ' D/ BETWEEN THE PLAN OR PLANT LIST, THE PLAN TAKES PRECEDENCE R { 6" PVC SAN. 38 I J i \ � 7 � R 55-204 8" PVCSAN. �. I � 5. ALL PLANTING BEDS AND WATER BASINS FOR .TREES SHALL BE COVERED WITH A.3" MINIMUM DEPTH OF v" C SP O �.I. PINE STRAW MULCH. 19 33 1 SOD :. - 6.. THE PLANTING PLAN SHALL BE INSTALLED IN COMPLIANCE WITH ALL EXISTING. CODES AND APPLICABLE CRA 1aM I 4" PVC SAN. I DEED RESTRICTIONS. 3 B!o-swALE -SOD 7.. SOD: ALL AREAS NOT .USED FOR BUILDINGS, VEHICULAR USE AREAS, WALKS OR PLANTING BEDS .SHALL g REFER TO DETAIL Q BE GRASSED. GRASSING SHALL EXTEND .TO ANY ABUTTING STREET PAVEMENT. EDGE AND TO THE MEAN... 24I RCP CRA �z' CONDUIT �. WATERLINE OF ANY ABUTTING CANAL, LAKE OR WATERWAY. REFER TO. PLANT LIST FOR. GRASS SPECIES. �'�+ 8. EXCAVATION: ALL PLANTING PITS THAT ARE LOCATED IN AREAS WITH COMPACTED SUBGRADE SHALL BE SE - 2"CONDU7T �o❑ ;I. !- EXCAVATED DOWN TO THE NATIVESOIL. -. PLANTING ,PITS.. SHALL BE BACKFILLED' WITH SPECIFIED PLANTING SOIL 9. PLANTING SOIL: ALL TREES AND SHRUBS SHALL BE PLANTED WITH A MINIMUM OF 12 TOPSOIL AROUND T ARAND BENEATH THE ROOTBALL. .MINIMUM PLANTING SOIL SHALL BE 6" FOR GROUNDCOVER AREAS AND 2" FOR 4 - SODDED GRASS AREAS. s D3 \ 8' PVC SAN. JA Ls zo6�:. ,. 4 �. 10. PLANTING SOIL. TO BE A WEED -FREE MIXTURE OF SOIL AS: NOTED BELOW: rill _ _ ® ® - MIX 'A'. - SHRUB & GROUND COVER BEDS: 65% SAND, 25% TOPSOIL, 10% PEAT OR COMPOST. ° MIX 'B'PALMS & PINES: 75% SAND AND 20% TOPSOIL, 5%:.FLORIDA MUCK OR PEAT OR COMPOST. N CRA SE MIX 'C - TREES 50% SAND, 40% MUCK,. AND 10%- CANADIAN PEAT. S-p02 3 7 MIX V - TURF 80% SAND, 10% CANADIAN PEAT, 10% FLORIDA MUCK. ' 11. CONTRACTOR IS RESPONSIBLE FOR DETERMINING ALL UTILITY LOCATIONS AND INSTALLING FACILITIES. SO AS 76" RCv 5-10 G3L (. r ' '. TO NOT CONFLICT. G ALL: DAMAGE TO EXISTING UTILITIES OR IMPROVEMENTS CAUSED BY CONTRACTOR SHALL m3 ❑ SOD -+-- '---- BE REPAIRED AT NO ADDITIONAL COST: TO THE OWNER. b C CA CRA m i 3 I \ 12. CONTRACTOR TO NOTIFY "SUNSHINE STATE ONE CALL OF FLORIDA,"INC." AT 1-B00-432-4770 OR 811, . I3 15" PVC' ' TWO FULL BUSINESS DAYS PRIOR TO DIGGING FOR UNDERGROUND UTILITY LOCATIONS. 7 p. o 13:CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FINAL GRADING OF ALL 'ASSOCIATED PLANTING m • , \ ` AREAS. CA SqD 5 m �. ❑❑ (TYP) 14. AFTER FINAL GRADE, AREA TO BE RAKED TO 6" DEPTH AND ALL ROCK AND FOREIGN .INORGANIC OVL , m' MATERIALS REMOVED AND DISPOSED OF PROPERLY OFF -SITE. 05. ALL PLANTING HOLES. TO BE HAND DUG EXCEPT WHERE MACHINE DUG HOLES WILL NOT ADVERSELY ° 2" CONDUIT i m i � i � • AFFECT OR DAMAGE UTILITIES OR .IMPROVEMENTS (SEE NOTE 8). 16.\NO. PLUNGING OF ANY TREE OR PALM WILL. BE ACCEPTED. ALL PLANTS TO BE PLANTED AT THE 7 'C �� `, NURSERY GRADE OR SLIGHTLY HIGHER. 7 'v: 17. CONTRACTOR SHALL STAKE & GUY ALL TREES AND PALMS AT TIME OF PLANTING. AS PER THE _\. APPROPR)ATE DETAIL. CONTRACTOR IS`RESPONSIBLE FOR THE MAINTENANCE AND/OR REPAIR OF ALL CRA ` . : 3 STAKING AND GUYING DURING WARRANTY PERIOD AND REMOVAL & DISPOSAL OF STAKING AFTER ESTABLISHMENT PERIOD. RD , m SOD 3 , 18. SUBSTITUTIONS, AND CHANGES: ALL SUBSTITUTIONS AND CHANGES. SHALL BE APPROVED IN WRITING PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN" PLANS, SITE. AND SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE. ATTENTION OF THE LANDSCAPE ARCHITECT, THE OWNER AND GOVERNING `MUNICIPALITY. :* / m , 1 ""--"---- \ / SOD, I: 19.ATERING: ALL PLANT MATERIAL SHALL BE WATERED IN AT TIME OF PLANTING IN ACCORDANCE WITH o - C SOD STANDARD NURSERY PRACTICES. '-JN ADDITION; CONTRACTOR:- WILL CONTINUE WATERING OF PLANT MATERIAL co � , UN11L SUBSTANTIAL COMPLETION AND, AS NEEDED THEREAFTER FOR A. PERIOD OF. 2 MONTHS. TD 2 ' ` 20. ALLNEW�P,LANT MATERIAL SHALL BE GUAR.ANTEEDFOR 1 YEAR FROM TIME .OFFINAL ACCEPTANCE OF B : �` PROJECT. ANY'PLANT MATERIAL NOT IN A HEALTHY GROWING CONDITION WILL BE REPLACED BY THE CONTRACTOR AT NO ;ADDITIONAL COST TO THE.. OWNER WITHIN 10 DAYS OF NOTIFICATION. FOR ALL .REPLACEMENT PLANT MATERIAL, THE: WARRANTY PERIOD SHALL _BE EXTENDED AN. ADDITIONAL 45 DAYS BEYOND' THE ORIGINAL WARRANTY PERIOD. ALL TREES THAT LEAN OR ARE BLOWN OVER; CAUSED BY WINDS LESS THAN 75 MPH, WILL BE -,RE SET AND BRACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER,,,:. .,21. THE SUCCESSFUL -BIDDER -SHALL. FURNISH 70 THE OWNER A UNIT. PRICE BREAKDOWN FOR ALL MATERIALS. 114E.;OWNER MAY, AT ITS DISCRETION,' ADD OR DELETE FROM THE MATERIALS UTILIZING THE UNIT PRICE BREAKDOWN SUBMITTED.MEE BE BE '- Q 08E BE BE BE IBE BE I I 22. NO PLANT MATERIAL WILL BE ACCEPTED SHOWIN13-EVIDENCE. OF CABLE, CHAIN. MARKS, EQUIPMENT SCARS, ❑ OR OTHERWISE DAMAGED. J 0 SOD ',� - 23. PLANT MATERIAL WILL NOT BE ACCEPTED WHEN,,THE. BALL .OF.EARTH SURROUNDING ITS ROOTS HAS BEEN �� ss-zol 00,, �. CRACKED, BROKEN OR OTHERWISE DAMAGED. 0 24. ROOT -PRUNE ALL TREES A MINIMUM OF (8) WEEKS PRIOR TO PLANTING. 0 i aCi :---------a0--i--- ---r----.------------.------- - --r. 25. ALL LANDSCAPED AREAS WILL BE IRRIGATED BY AN UNDERGROUND, AUTOMATIC, RUST -FREE IRRIGATION r 00 I. !, i' SYSTEM PROVIDING 100% COVERAGE AND 100%` SPRAY OVERLAP. THE SYSTEM' SHALL BE: MAINTAINED IN GOOD WORKING ORDER AND DESIGNED TO MINIMIZE WATER ON IMPERVIOUS SERVICES AND NOT OVERSPRAY WALKWAYS. A RAIN SENSOR DEVICE SHALL BE INSTALLED TO OVERRIDE THE IRRIGATION CYCLE OF THE SYSTEM .WHEN ADEQUATE RAINFALL HAS OCCURRED. 26. ALL PLANT MATERIAL PLANTED WITHIN THE SIGHT DISTANCE. TRIANGLE AREAS. (SEE PLAN) SHALL PROVIDE j. . 00 '� - UNOBSTRUCTED CROSS -VISIBILITY AT A HORIZONTAL LEVEL BETWEEN 30 INCHES AND 8. FEET ABOVE ADJACENT STREET. GRADE. O 00. , 27. NO.CANOPY TREES .OR PALMS SHALL BE .PLANTED WITHIN 15 FEET OF A LIGHT POLE. Q A _ 28. GROUND COVER PLANTINGS SHALL PROVIDE .NOT LESS THAN 50 PERCENT COVERAGE IMMEDIATELY UPON PLANTING AND 100 PERCENT COVERAGE WITHIN 6 MONTHS AFTER. PLANTING. W ' �. �c' - 29. TREE PROTECTION BARRICADES SHALL BE. PROVIDED BY LANDSCAPE CONTRACTOR AROUND V \ S: 00 i FISTING TREES THAT MAY IMPACTED BY THE PROPOSED CONSTRUCTION. PRIOR TO ANY CONSTRUCTI®N A TREE ' l PROTECTION BARRICADE INSPECTION SHALL BE CONDUCTED BY THE LANDSCAPE ARCHITECT, OW NER OR GOVERNING MUNICIPALITY. REFER TO LANDSCAPE DETAIL FOR TREE PRESERVATION BARRICADE FENCING. 0 0 30, 1N ALL PEDESTRIAN AREAS, ALL TREES AND PALMS SHALL BE MAINTAINED TO ALLOW FOR CLEAR �^y PASSAGE AT AN 8: FOOT.. CLEAR TRUNK.. m 0 - 31.. ALL LANDSCAPE, MATERIAL SHALL' BE SETBACK A MINIMUM OF 10' FROM ANY FIRE HYDRANT, Y 1 2 3 4 5 6 7 8 ;9 W C l0 n PROJECT AND OWNER TREASURE COAST RESEARCH PARK SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR *11TCERDA CONSULTANTS Klmley,>)) Horn BRIAN A GOOD, P.E. P.E.LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 7944100 CERT. OF AUTH. #: 00000696 KHA PROJ. #.° 047274006 SEA�IITnn4 I ttttil llll/1/ L: tAY OF w ,�i�X4 � Q,• : \� ww Y.. `% PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 0 FT 10 20 North DRAWING TITLE LANDSCAPE PLAN DRAWING NUMBER e LA 1 SHEET 12 OF 17 2 3 4 i 5 i _ 6 I -----_ � I 8 0 F E NOTE: CALIPER MEASUREMENT IS 6" FROM TOP OF ROOT BALL FOR TREES WITH 6" CALIPER OR LESS. CALIPER MEASUREMENT FOR TREES WITH A CALIPER GREATER THAN 6" SHALL BE IS 12" MEASURED FROM TOP OF ROOT BALL. D.B.H. MEASUREMENT IS 4.5' FROM TOP OF ROOTBALL. REFER TO PLANT SCHEDULE FOR SPECIFICATION. TRUNK TAPER SHALL BE VISIBLE AT TIME OF INSTALLATION. NO MULCH WITHIN 3" OF TRUNK FERTILIZER TABLET IF APPLICABLE. SET ROOTBALL ON_ - UNDISTURBED SOIL DO NOT PRUNE CENTRAL LEADER. PRUNE DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING USING ACCEPTABLE NURSERY NOTE: PRACTICES OR AS DIRECTED BY CALIPER MEASUREMENT IS 6" FROM TOP OF THE LANDSCAPE ARCHITECT. ROOT BALL. PROTECT TRUNK WITH 3 LAYERS OF D.B.H. MEASUREMENT IS 4.5' FROM TOP BURLAP MINIMUM. OF ROOTBALL. REFER TO PLANT SCHEDULE FOR SPECIFICATION. a 1" WIDE MIN. NYLON STRAPPING AT EQUAL SPACING (3 PER TREE) PROTECT TRUNK WITH 3 GUY WIRES ARE NOT TO BE USED. LAYERS OF BURLAP MINIMUM.\ 1/2"x2' FLUORESCENT MARKER 1/2"x2' FLUORESCENT \\ MARKER X2"-3" LAYER OF SPECIFIED MULCH. BUILD TEMPORARY 3" TRUNK TAPER SHALL WATERING BASIN BE VISIBLE AT TIME OF INSTALLATION. 2"X4"X2'-6" BRACE. SET 2" BELOW FINISH GRADE. NO MULCH WITHIN 3" FINISH GRADE OF TRUNK • , , I,"�� F.-. I 2"x2" WOOD STAKE. BACKFILL WITH 2' MIN. EMBEDMENT _ SPECIFIED SOIL MIX. T - EXISTING SOIL. FERTILIZER TABLET IF APPLICABLE. - SET CROWN OF ROOT BALL 0'-2" PRUNE DAMAGED OR DEAD WOOD li Ta `l ---�- IMMEDIATELY PRIOR TO PLANTING DO NOT HURRICANE CUT FRONDS. USING ACCEPTABLE NURSERY 0 0 r PRACTICES OR AS DIRECTED BY THE UNTIE FRONDS LANDSCAPE ARCHITECT. METAL STRAPS SECURING 2"x4" - DO NOT PRUNE CENTRAL LEADER. WOOD BATTENS. MIN. 5 LAYERS BURLAP. TOE NAIL BRACES TO 2"X4" 1" WIDE MIN. NYLON STRAPPING AT WOOD BATTENS. DO NOT NAIL �. EQUAL SPACING (2 PER TREE) STAKES DIRECTLY TO TRUNK. GUY WIRES ARE NOT TO BE USED.z 1/2"x2' FLUORESCENT MARKER 2"-3" LAYER OF SPECIFIED MULCH. F 2"x4" WOOD BRACE AT EQUAL _ SPACING (3 PER TREE) BUILD TEMPORARY 3" Y (wrY WATERING BASIN Z D 2"-3" LAYER OF SPECIFIED MULCH. d BUILD TEMPORARY 3" WATERING BASIN NO MULCH WITHIN 3" NO MULCH WITHIN 3" 2"X4"X8" BRACE. SET 2" BELOW OF TRUNK '' --Tr FINISH GRADE OF TRUNK FINISH GRADE. ^• - I - FINISH GRADE BACKFLL WITH SPECIFIED SOIL FERTILIZER TABLET � Iy MIX. IFAPPLICABIE. :;:'4r:. BACKFILL WITH SPECIFIED FERTILIZER TABLET SOIL MIX. IF APPLICABLE. - I - -SET EXISTING SOIL. ROOTBALL ON - { - EXISTING SOIL. UNDISTURBED SOIL - II SET ROOTBALL ON. - ABOVE SURROUNDING -FINISH GRADE. SET ROOTBALL ON SET CROWN OF ROOT BALL 0'-2" SET CROWN OF ROOT BALL 0 -2 UNDISTURBED SOIL REMOVE TOP 2/3 OF BURLAP FROM UNDISTURBED SOIL ABOVE SURROUNDING FINISH GRADE. I ABOVE SURROUNDING FINISH GRADE. 2x DIAMETER OF THEROOTBALL ROOTBALL x DIAETER OF THE ROOTBALL REMOVE TOP 2/3 OF BURLAP FROM J REMOVE TOP 2/3 OF BURLAP FROM ROOTBALL 2x DIAMETER OF THE ROOTBALL ROOTBALL. TREE PLANTING DETAIL (•3" CALIPER OR LARGER TREE PLANTIN3 DIETAIL 3" CALIPER OR LESS CABBAGE PALM PLANTING DETAIL NTS NTS NTS SSPAACCIING VARIES ACCORDING TO PLANT LIST SPECIFICATIONS UNTIE FRONDS METAL STRAPS SECURING 2"x4„ Z �l WOOD BATTENS. MIN. 5 LAYERS �� (J BURLAP. TOE NAIL BRACES TO 2"X4" WOOD BATTENS. DO NOT NAIL STAKES DIRECTLY TO TRUNK. 1/2"x2' FLUORESCENT MARKER 2"x4" WOOD BRACE AT EQUAL SPACING (3 PER TREE) s Z) 2"-3" LAYER OF SPECIFIED MULCH. z BUILD TEMPORARY 3" WATERING BASIN 2"X4"X8" BRACE, SET 2" BELOW FINISH GRADE. FINISH GRADE BACKFILL WITH SPECIFIED SOIL MIX. EXISTING SOIL. I I SET CROWN OF ROOT BALL 0'-2" - - - ABOVE SURROUNDING FINISH GRADE. I REMOVE TOP 2/3 OF BURLAP FROM Y 2x DIAMETER OF THE ROOTBALL ROOTBALL. LARGE PALM PLANTING DETAIL NIS F 9"x4"X 9'-6" WOOD RRACF. 9" FIR 0 2"x4" WOOD BRACE 2" BELOW WARFINISH GRADE. S OUTSIDE OF TREE TRUNK FINISH GRADE. SET OUTSIDE OF 1" WIDE MIN. WATER BASIN. NYLON STRAPPING F OTECT TEMPORARY WATER BASIN 2"x2" WOOD BRACE. WITH HBURLAPNK Tq! 2' MIN. EMBEDMENT. SET OUTSIDE F WATER BASIN. 2"X4" STAKE TREE TRUNK TREE TRUNK o po • • D SHRUB SPACING PLAN o "• N15 1" WIDE MIN. NYLON STRAPPING 2"x4" WOOD BATTEN: PROTECT PROTECT TRUNK WITH BURLAP. PLANT MATERIAL SHALL NOT BE PRUNED TRUNK WITH BURLAP. DO NOT PRIOR TO INSTALLATION. AFTER PLANTS NAIL BATTEN TO TREE g HAVE BEEN INSTALLED, EACH PLANT SHALL TEMPORARY WATER BASIN � BE PRUNED FOR UNIFORMITY. SPACING AS SPECIFIED METAL STRAPING oN o BUILD TEMPORARY 3" WATERING BAST FINISH GRADE TEMPORARY WATER BASIN p TOE NAIL 2"X4" SUPPORTS TO o BATTEN AND ANCHOR SMALL TREE'' GUYING DETAIL LARGE TREE GUYING DETAIL (+3 CALIPER) PALM TREE STAKING DETAIL ws � � n N L NOTE. FIELD ADJUST TREE LOCATION TO I — I "'•" —II. I I �-` SLOPE BOTTOM OF SWALE AT 1114 AVOID CONFLICTS WITH PROPOSED _ LONGITUDINALLY TOWARDS DRAINAGE DRAINAGE. CATCH BASIN. REFER TO CIVIL PLANS �^ "/ V�--! E 2"-3" LAYER OF SPECIFIED MULCH. LANDSCAPE PLAN FOR SPECIES. OIL MIX AS SPECIFIED FOR CATCH BASIN LOCATIONS. . IN NOTES. CANOPY TREE. REFER TO PHASE 1 SET CROWN OF ROOT BALL 0li �J / I J ABOVE SURROUNDING FINISH GRADE. SHRUB SPACING DETAIL J /^ BAHIA GRASS/WILD FLOWER MIX. REFER TO PHASE I LANDSCAPE PLANS FOR SPECIES. GRASSES OR SHRUBS, REFER TO PHASE 1 LANDSCAPE PLANS FOR o PLANT MATERIAL SHALL NOT BE PRUNED , Q SPECIES. PRIOR TO INSTALLATION. AFTER PLANTS " NOTE: /^ GRAVEL STRIP (TYP.) GRAVEL HAVE BEEN INSTALLED, EACH. PLANT SHALL DO NOT PRUNE CENTRAL LEADER. v `I Q O CALIPER MEASUREMENT IS 6" FROM TOP OF ' BE PRUNED FOR UNIFORMITY. SHALL BE CHATTAHOOCHEE STONE. ROOT BALL FOR TREES WITH 6" ALIPER OR PRUNE DAMAGED OR DEAD WOOD LESS. CALIPER MEASUREMENT FOR TRKS IMMEDIATELY PRIOR TO PLANTING LANDSCAPE FABRIC (TYP.) SET CROWN OF ROOT BALL 0'-1" WITH A CALIPER GREATER THAN 64, THE USING ACCEPTABLE NURSERY ABOVE SURROUNDING FINISH GRADE. MEASUREMENT SHALL BE IS 12" FROM TOP PRACTICES OR AS DIRECTED BY DRAINAGE INLET. REFER TO CIVIL OF ROOT BALL. THE LANDSCAPE ARCHITECT. PLANS FOR LOCATION AND DETAILS. WHEEL STOP (TYP.) 2"-3" LAYER OF SPECIFIED MULCH. D.B.H. MEASUREMENT IS 4.5' FROM TOP i PROTECT TRUNK WITH 3 LAYERS B OF ROOTBALL. REFER TO PLANT SCHEDULEa PARKING SURFACE & OF BURLAP MINIMUM. / FOR SPECIFICATION. SUB -BASE. REFER TO B - - _ BUILD TEMPORARY 3' WATERING BASIN 1" WIDE MIN. NYLON STRAPPING ' AT EQUAL SPACING (3 PER TREE) CIVIL PLANS FOR DETAIL (TYP.) SET ROOTBALL ON ° FINISH GRADE GUY WIRES ARE NOT TO BE USED. UNDISTURBED SOIL u 1/2"x2' FLUORESCENT MARKER �. TRUNK TAPER SHALL ti I BE VISIBLE AT TIME OF Y 2"x2" WOOD STAKE. 2' MIN. LOPE ` 3 1% �. ..... az INSTALLATION. w EMBEDMENT I .. , I I. .0 e` ::::."."6SC: •:^:XIWGt^:::x6::JbL ltl'!a'^.SY: "S:L�:L: ... ..... IS.`;"A'."'........:'.a ..'::'.:J l+ ,.— n.-3" LAYER OF SPECIFIED...a 3 - ` `. ,• MULCH. I+ .''•'" ''' NO MULCH WITHIN 3" •,," .:�. OF TRUNK ............._........:•........... r — FINISH GRADE- / FERTILIZER TABLET - - M._ IF APPLICABLE. BUILD TEMPORARY 3" I - c - 2"x2 WOOD STAKE II {- ( —I WATERING BASIN. U 2' MIN. EMBEDMENT- Y I I- BACKFILL WITH SPECIFIED SOIL MIX. SLOPE 3:1 MAX. - - �. EXISTING SOIL. LENGTHVARIES SWALE BOTTOM WIDTH VARIES. LENGTH SLOPEARIES c 2x DIAMETER OF THE ROOTBALL 2z DIAMETER OF THE ROOTBALL PARKING LOT 2' i' REFER TO PLAN REFER TO PLAN. REFER TO PLAN 1' 2' PARKING LOT SET ROOTBALL ON UNDISTURBED SOIL o IC L , = OSS CTICl� A P.TR A ~ a SHRUB PLANTING DETAIL MULTI —TRUNK & SMALL TREE CANTING DETAIL CC NTS NTS Lu i o o o m I I I 1 2 3 4 5 6 9 PROJECTAND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR % t CONSULTANTS Ie BRIAN A. GOOD, P.E. P.E.LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO'BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. *. 00000696 KHA PROD. *.• 047274006 SEAL MAR 3 1 2017 ®®`TIILIIIITiri�i `Q�%i*........... G E N ���� .� 6s :* �. s �J"rlI tte7�� PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 111 0 FT 10 20 North DRAWING TITLE LANDSCAPE DETAILS DRAWING NUMBER SHEET 13 OF 17 2 3 0 5 U. 0 LIGHT POLE LOCATION SUMMARY NAME NORTHING ' FASTING SINGLE MOUNT COMMENT LP-01 1124586.0111 850229.1294 1 . FLUSH MOUNT LP-02 1124624.6122 850304.2593 1 FLUSH MOUNT LP-03 1124621,1893 8503DO.6112 I FLUSH MOUNT LP-04 1124719.0051 850199.8425 1 FLUSH MOUNT LP-05 1124789.9530 850270.7904 1 FLUSH MOUNT LED luminaire, EcoForm offers a new level of customer value. Integral control systems including motion response are available for further energy savings.. Housing LED Board and Array Retrofit Arm Mount Motion Sensors One piece die cast aluminum housing with 32,48, or 64 LEDs. Color temperatures: EcoForm features an innovative retrofit ECF-MR50, ECFAPD-MRO, ECF-MRI, integral arm and separate, pdf retained 3000K. 4000K, 5700K t/-250K. Minimum arm kit. When specified with the retrofit '. ECF-APD-MRI luminaires may be specified hinged. one piece die cast door frame CRIof70 Aluminum metalclad board. arm (RAM) option. EcoForm seamlessly '', for additlonatepergyservings during - RoHScompliant. simpIfies site conversions W LED by unoccupied pounds IP Ratmir eliminating the need for additional pole LED light engine rated IP66. LEDTherned Management drillingan most existing gPoles RAM well be Listings Vibration Resistance The one piece housingdesign provides g boxed separately. E bndard, Enable orWet totheons ILL excellent thermal management critialto t Suia98 suitable for Wet Locadons5uttablefor EcoForm with the Standard Arm cadies a 3G long LED system life: Energy Saving Benefits use in ambientsfrom -30°to 40°C(-22°to r vibration rating that conforms to standards System efficacy up to 951ms/W with 104T) The quality systems of this facility set forth by ANSI C0631. Testing includes Optical Systems -. sigbincant energy savings over Pulse Start have been. registered by ULto the ISO 9001 vibration to 3G acceleration In threeaxes Type 23.4, and 5 distributions available. ..Metal Halide luminaires.Optional control serlesstandardi all performed on the same luminaire. Internal Shield option mounts to LED options provide added energy savings i optics and is available with Type 2. 3, and ` during unoccupied perbds. Warranty Electrical ,.. , - : distributions to control backlight. Ecolromh luminaires feature a 5 yearlimited .Driver elfidency (°90% standard). 120-480V Finish warranty. Philips Garden LED luminaires ' available (restrictions apply)Open/short Mourning - Each standarcicotorlummaire receivesa. with LED arrays feature a 5 year limited , - Circuit protection: Optional O-IOVdimming Standard luminalre arm mounts the4".round fade and abrasion resistant. electrostaticall : warrant. The LED Driver car a year y $ carry y _ to10%ower.RoHScompliant.Sure p g .applied, thermally lined, higlyddal (ipliled warranty. Motion sensors are - every.5quaree Round Pole protector standard. perAN51/IEEE :everyluminaire, Round Pole Adapter (RPA) isocyanurate(TGIC) textured polyester covered warrant for 'rsb the p Y Y yea Y C62411 required for powdercoatfinlsh: Standard colors motion sensor manufacturer. bronze(BRP) black (S P), white(WP). and natural aluminum RP). Consult factory for specs on optional or custom colors 1- - .Ordering guide .example: ECF-APD-MRO-1-4 75LA-NW-120-NP-LF Prefix controls Mounting Optics LED Wattage Color Temp Voltage Finish. Options E �.. f .ECF) f L.y_---..�_ - t( _ t _ _i-. t{ `-- t II(( C....__.._J ''II l_.:-_I ..__..�' I 4..... :�-. ........... ECF 1 2 '530 mA CW t20 GRP TL Tool -Lass entry and .. EcoPorm Standard lumhnalre(leave blan Standard Type2 SSLA-3253' Cwl White 120V Bronze Paint dnverremoval hardware. s nr si1N 'rp s*'ry 'DI 2 3 75LA-4853 5700K 208 IrLP TB' Terminal Block 0-I0VDimmmg 2@180 : TWe3 100LA645370CRI (©naU 208V 81ackPam IS' Internal5hield ° �% $ _ - ° lko- = -��Ty 700mA 240V LFr Lore Fusin o lFh g0$ Au�ro Profile Dimming APD-MRO r 2@90 3 TYPe4 70LA-3270 105LA-4870 ,Neutral Witte 277 White paint NIP LFC' Line Fusing for Canada It _ ° rP .� milt tx �• Z. Auto Profile0immingantl Motion Response 3@90 Types 135LA 6470 4.DDDK 70CRI: 27N Natural Pa;M xrc Receptacle with Photocell 18" RCP - °a 8 q/ : Override pole mounted motion sensor 30120 1054mA (nominap 342. OC (Includes PCR5) x "Bt t`s APD-MRI>'- 3 RO @ ".-....'.. 705LA-321A' WWa.. 34N OMbnai Color PCBs" Photoroli Button OQ O s �,r Bog ',4�' - 1i.i • ,fix` rlrr �� ni -- - APDwith Motion Response Override luminaire sensor 4 4@90 : jiSDLA.4EUA 15LA-641 Warm White 3,000K 480 480V Specifyormonal color or RAIL PCRVAo Photocell Receptacle only v%nh2dimmmgoonnecdors '.. U' 0 Iltr t i •`aO ° MRlzs Maron Resporaeat INS 70CRI (nominal UNV (ex OC-LGP orOC-RAL7024) PCR7se.a Photocell RemPtacle,only /nBts a �/... 50%Iow.iuminairesensor Wallmount 120-277V :with2dimmin and2 2 dimming auxiliary IixWtlingsurface SOhz/60nz SC connections CONST. LIGHTING I m MRSW :. Motion Resporseat50%low conduit rear entry en[ HVU Speculator Specify. must NA14 Rehoftp Mount kit 8" PVC SAN. SS-203 PULL BOX (TYP.) 8" PVC SAN. pde mounted sensor -i - MA 347480V SOhz160hz supply color chin PTF2=Pole ToP Fltterfor2°/a'-3'Tenon Rt I SS-20 � - LmeLight Wireless Controls _. _.... Mast Arm Fitter Rod factory quote PTF39 Pole Top Printer 3"-3'/2 Tenon 55-202 CONST. 22 LF OF � li � 6" PVC SAN. LLCPs p2lem For81S'hhrounted het fits- g O.D. as2-3(8• OD Mastprml PTF49 Pole TOPn[ferfor3'/i-4•Tenpn io RPA Round Pole Adapter for 3139"0,0. Y' PVC CONDUIT : CONST. 102 LF OF �, _ LLC3ts 7131erekr15-25'mounted heights - LP-04 5-10 2' PVC CONDUIT LP-O5. , LLC4's ad lens for 25-40'mounted heights BD Bud Deterrent (held installed only) 5-103 5-106 ------------ I. Available In 120Y 277V Voltages only 4, Conrad factory for lead times on warm white 9 Not configurable With 3Ca120(3&120) Mounting —— (UNV, 120, 208. 240&277). 5.LLC2/LLC3/LLC4 Wireless Controls are not : iO No adaptor regmr@d for 4' round Poles. b o . ; 2. MRSO aid APD-MRO luminares require configumMewlth pC/PCBIPCRS/PCR]Opmore RPAsprovitletl with Black PafnCstandaid / RCP onemodonsensor per pole. ordered 11 Works wdh3-pm Of6 pin NEMA: photoCati/dimming device separately. See pas. 9 of the EC s csheet 8 Not confi u.nable with 1YPe.5 5 Optics. R. WO'is wtth3-pl00r8. NEMA device n-rnyO pin photopelVdlmming for \ ; { Accessories. Available in 120V or 2nV only, 7rNot Configurable with T20-27V(UNV) Voltage. and auxiliary congeries are not connected (for future use only): D LO 3.. ECF-MRI requires Outboarded sensor :Voltage must be specified. 131t ordered with DIM, APD, MR], MR50, APD-MRI, APO-MRO used ,-------------- when with Terminal Block(TS) Option. 8: Not configurable with 160V 1480) Voltage dimming will not be Connected to NEMA receptacle , 6" PVC SAN. ' L. 8 Philips Gardco -. PVC. SAN.. ss-204 ' s' PVC SAN. LIGHT FIXTURE SPECIFICATION I ,. .. (A N.T.S. Q 24" RCP K O LP-03 2" PVC 8 �.. I ME1P0: 1•R0FSO3`... c06TWOrR: CONDUIT ; I NCONST. 88 LF OF' • � � - :J' II ❑O LS-2QB � -. i 2' PVC CONDUIT O ;\ S"i02 18" RCP 5-701 \ • • ' I i i • W 3cD 8" PVC SAN. m CONST. 4 LF OF ' 2' PVC CONDUIT - I Or CONST. 83 LF OF CONST. 5,3 LF OF W - LP-O] 2' PVC CONDUIT 2" PVC CONDUITO I .. m on m \I ofI do Er; , , ss m of Fo18 40 rr- segmemo �Q-yr. aamrm 8580 tea offeD vmw r (tuna) 120 140 150 waa&) n 14 7 41e1 s "Dnaa PIPE TEMOlr BIg14 R•Wuel DJemets, tic) aurrtao alxmatex LW V 2 8/8- 2 1/2- 2 7/8' B^ s 1J2' 4. e 4 1/9' 1380 N.E. 48th Street ,-------------- 1 ^Wit ( Pompano Batch, FI 33064 PI4pJE {6p6j lag--4 Pre —Cast Specialties, Inc.o41 FAY- -(954) 781-3538 SALES k ADMINISTRATIVE Precast. and Prestressed £anqrete m _ 1 or h or i on on bar ^' m LIGHT POLE DETAIL W '} C i N.T.S on10 In a a m rid }.YC ti "BE BE BE 8 V ' � - -" BE BE BE BE B a r O SS-20] c 0a a0 � 30 c I o A' 04e O , i , o o •. 0 Cr-I m 1 3 4 5 6 7' 8 9 F E I IB n F11��, PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR m CONSULTANTS Klmlevo)) Horn BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO_BEACH,FL 32960 (772)794-4I00 CERT. OF AUTH. #. 00000696 KHA PROJ. #: 047274006 SEAL MAR 3 1 2017 �011i1gig(I g 11j�F/ [v N * ND 69 . *! Lam. ;-D STATE m O Iio�it �. 0'p �i D, • ° %��� U PROJECT NO.I '047274006 DESIGNED BY'j BAG DRAWN BY � ii MCF CHECKED BY ' EJK' DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE I 7 " 0 FT 10 20 North DRAWING TITLE LIGHTING PLAN DRAWING NUMBER 7p�-LT-1 SHEET 14 OF 17 FI E 1 I 2 3 I 4 5 I 6 7 8 I 9 — —cC 12" MIN, ,r— STEEL OR / WOOD POST 36" HIGH MAX. PONDING HT. FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF 4"x6" TRENCH WITH COMPACTED BACKFILL STANDARD DETAIL STEEL OR WOOD POST --36" HIGH MAX. PONDING HT, FILTER FABRIC ATTACH SECURELY TO UPSTREAM SIDE OF POST. RUNOFF N GRAVEL ALTERNATE DETAIL TRENCH WITH GRAVEL No m 6"EXTENSION FILTER FABRIC NOTE: FILTER FABRIC SHALL BE OVERLAPPED 2'-0" MINIMUM AT ALL PIPE JOINTS. FILTER FABRIC PIPE JOINT WRAP N.T.S. LEGEND: *THE CONTRACTOR MAY UTILIZE THE FOLLOWING INLET PROTECTION METHODS ■ ■ SILT FENCE AS APPROPRIATE: I. GRAVEL CURB INLET FILTER *SEDIMENT CONTROL INLET PROTECTION 2. SILT FENCE INLET PROTECTION �p J. CURB INLET SEDIMENT BARRIER 4. CURB & GUTTER SEDIMENT BARRIER STAKED TURBIDITY BARRIER 5. GRAVEL BAG CURB SEDIMENT BARRIERS T FLOC PROPOSED SILT FENCE 10 FT MAX. SPACING WITH NOTES: y ,� �� rrr\ \\�,\/\♦,\��\�\\� WIRE SUPPORT FENCE INSPECT AND REPAIR FENCE AFTER EACH STORM �, ♦` \/\ ♦ \fj\r/��'/\ram 6 FT MAX. SPACING WITHOUT EVENT AND REMOVE SEDIMEIs T WHEN NECESSARY. WIRE SUPPORT FENCE REMOVED SEDIMENT SHALL E DEPOSITED TO AN TRENCH WITH NATIVE BACKFILL EXTRA STRENGTH FILTER FABRIC NEEDED WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST --7 r Q 4 � SILT FENCE DETAILS o N.T.S. N C EDGE OF EXIST, PAVEMENT L 50' MIN. { — FILTER FABRIC 5 0 L LXIbIING NAVLU ROADWAY SECTION A —A z W A 0 z LL- a w ca w r,n' ►nki PLAN 1-1 /2" TO 2-1/2 1- AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF —SITE AND CAN BE PERMANENTLY STABILIZED. 3.) SILT FENCE SHALL BE PLACED ON SLOPE CONTOUR TO MAXIMIZE PONDING EFFICIENCY. 4.) OVERLAP ALL JOINTS AT LEAST B FEET. /P EL 1900' ELOW m m ' m i m 20' MIN. m m 0 0 w m m ' m m ,o � BE BE BE BE '. a08E BE BE BE BE Li a0 NOTE; EXISTING GRADE OF GRAVEL SURFACE VARIES. LEVEL SUBGRADE BENEATH FILTER FABRIC 0a00e0a i' , AND CRUSHED STONE WEARING COURSE TO MEET EXISTING PAVED ROADWAY ON EITHER Q>' a9a0a SIDE OF TRACKING PAD, a0a0 A a0 a CONSTRUCTIfJN SITE TRACKING PAD s ��, �`� ','%s0a°a,- FIB, N.T.S. a"a0 a0 F I PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR �*TCERDA CONSULTANTS KlmlepMorn BRIAN A. GOOD, P.E. P.E. LICENSE'NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 , (772)794-4100 CERT. OF AUTH. #. 00000696 KHA PROJ. #. 047274006 SEAL e®sun��uaoi •o . 56039 t'* i L� TA E!l OF •4Q •�'��QC� < R `� P♦�`�� �o F� .,,.w• ''� �� ,poi O C,; IrUU b,li fill' PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 0 FT 10 20 North DRAWING TITLE EROSION CONTROL PLAN DRAWING NUMBER EC-1 SHEET 15 OF 17 Y 2 3 4 5 6 I I g I g: 1 w PROJECT AND OWNER TREASURE COAST RESEARCH PARK - SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR tr: ow� TC'.ERDA CONSULTANTS rx mIely BRIAN-A.GOOD,P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. *. 00000696 KHA PROJ. *. 047274006 SEAL MAR 2017 fA yyytylsyhr� 0 .` ENS'�0®B'' No 56939 O 8TA7E PROJECT NO. 047274006 DESIGNED BY BAG s DRAWN BY MCF CHECKED BY EJK DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE II 0 FT 10 20 North DRAWING TITLE IRRIGATION PLAN DRAWING NUMBER ®1 SHEET 16 OF 17 0 u E 3 M 5 A II 7 .IRRIGATION NOTES & SPECIFICATIONS INSTALLATION. The system has been designedto conform with the requirements of alt Cut all pipe square and deburr. Clean .pipe and fittings of foreign material; :hen applicable codes.Should .any conflict exist, therequirements of thecodes shall apply a small amount of primer while ensuring that any excess is wiped off t II t' t t t th immediately Primer should not cuddle or drip from'. pipe or fittings 'Next apply �j� L- U F i revail. It is the responsibility a, the owner i a a on can rac or o insure e plicable laws, rules, regulations and .. a thin coat of PlVC cement; first apply a thin layer to the pipe, next a thin entire: system is installed according to all applicable I '` I I `—�� F conventions. Irrigation contractor responsible for obtaining all required permits layer inside the fitting, and finally another very thin layer on the pipe, Insert according to state, and local Jaws. the pipe into the fitting Insure that the pipe is inserted to the bottom of the 5YM50L MANUFACTURER/MODEL/DESCRIPTION PSI fitting,.. then torn the pipe a:t/4 turn and hold for 10 seconds. Make sure ..t rat THE WORK the pipe doesn't recede from the fitting. If the pipe isn't at the bottom of'. he 1, Hunter PROS-06 8' : radius 30 - OR%ny ' fitting u upon completion, the glue joint is unacceptable and must be discarded. u 0 7 H F Turf Spray, it pop -up - The work specified in. this section consists of furnishing all components required for the Installation, testing, and deliver of complete, full q g, y p y p a .minimum of 30 minutes prior to. handling and placing into Pipes must Cure, ` : ''!. 1 i i 1 ��QO Hunter PROS-06 10' radius 30 functional automatic landscape irrigation system that completely: complies with trenches..: A honger curing: time may be required; refer to the manufacturer's I.. 0 7 H F Turf S ra roll O -u p y. p p p•. the irrigation plans, specifications, notes, details and all applicable laws, .specifications. The pipe must cure a minimum of 24 hours prior to filling: wi h regulations, codes and ordinances. This work shall include, but not be limited fittings, water. i© Hunter PRO$ -Oro 12' radius 30 to, the providing of all required material (pipe, valves, controllers, wire, FILL \'4 l�llYQP 0 7 H Tr 7TT F Turf Spray, 611 pop-up. primer, ..glue, etc.), layout, excavation,'' assembly, BACK _ installation, back filling, compacting, repair of road surfaces, controller and low voltage feeds to valves, cteanu uarontee and cs-built plans. 9 P,9 P Clean fill shall be used with no rock's larger than 1" if fill is too rocky.. ! Q 181,Q15 00ra Hunter PROS-06 15''radius 30 sand shall beused to bed trench below. and above pipe. 0 7 H 7r ro F Spray, pop-up. roll Turf S o All irrigated areas shall provide 100% head to -head coverage from c fully automatic^vrrigg4yon s�yysstem with a rain sensor. The rain sensor will be a'Lftivaltlon- heads. AII: Main :line pipe depth. measured to the of pipe she 3" minimum, be 6 n ,. side Strip Hunter PROS-06 5'XI5 STRIP 30 installed tp'.prevet of rain sensor -by sprinkler watering procedures''shaJll: conform to. :.joa"f codes,. as.well as this projects regional .top including at vehicular crossings.. urSpray, pop-up. Turf $ roll O .. Water Management 0istrict.restr'4{ons4ond regulations. 'Lateral line depths measured totop of pipe shall be: r... - is is is is Hunter PRO$-00 15i radius 30 These plans have been designed..to, satisfy the Florida Building. Code Appendix.F 18" .minimum for 3/4"-3". PVC with. a 30" minimum at vehicular E5T Lcs RCS CST 55T ShrubSpray, fixed riser Standards for Turf and Landscape Irrigation Systems -,crossings;:: o 24" minimum for 4" PVC and above with a 30" minimum at vehicular ''� 6 IF W FIR Hunter PROS-00 5' radius 30 Contractor shall verify all underground .utilities prior to start of work. crossings.. �, o T H F Shrub Spray, fixed riser $pr' y It is the responsibility of the irrigation contractor to review all Alan's showing grade differences; location of walls, retaining walls,. structures. or utilities. :Contractor shall backfill all piping, both mainline and laterals,prior to 101 0 TO ❑ Hunter PROS-00 8'. radius 30 Do not willfully instoll the sprinkler system as shown on the drawings when it is differences pressure tests. The e. shall be!. backfilled with the. exce cry p pit p ion 0 T H F Shrub Spray, fixed riser obvious in the field that unknown obstruction, .grade differences or of 2' on each side of evey joint (bell fittings, 90's," tees, 45's, etc:). These of 2' n sac E in the area dimensions exist that might not hove been considered in the engineering. Such: obstructions,. or differences, should be brought to the joints shall not be backfilled until all piping has satisfactorily passed its . . . ❑ Hunter PROS-00 10' radius 30 attention of the owner or authorized representative. If this notification .: appropriate pressure test as outlined below, , 'i - a T H F Shrub Spring, fixed riser is not performed, the irrigationcontractor shall assume fullresponsibility for FLUSHING "I:X any revisions necessary. >. - Fa W IN 0FG Hunter PROS-00 12' radius 30 ' r coordinate their work with other contractors for the Irrigation contractor shall Prior to the placement of heads, flush. all lines for: a minimum of 10 minut s '.. - a T H Tr TO F Shrub Spray, fixed riser location and installation of pipe sleeves and laterals through.. walls, under or until: lines are completely clean of debris, whichever is longer. _ I�I E0 Hunter PROS ' radius 30 roadways contractor Irrigation contractor shall repair. or replace all items damaged by their work. actor sh shall Use screens in heads and adjust heads for proper covers e avoidin excess p p 9. 9 T H TT TO F O T H Ti i0 F fixed-00 Shrub Spray, flied riser water on walls, walks and paving - POINT. OF. CONNECTION (P.O.C.). 42/ Hunter MP3000 w/ PROS-00 40 ELECTRICAL POWER SUPPLY shrub Spray fixed -riser, MP Rotator nozzle. B•Blue adj THe P.O.C. is a Hoover Model. HCF-20PDV-230/3-H,M,L,Z Electrical supplylfor pumps to be by electrical arc 90-210, Y•YBllow adj arc 210-2-10, A=Garay 360 Pump performance of 20GPM 0200 TDH andcontrollers provided on PROS-00 fixed -riser body. y .., for installation o, The water source is from a lake. contractor. Contractor to coordinate with local utilitiesarc, - The controller is a HUNTER ACC-99D-PP (SINGLE OECODEfZ)with IDI ORY.wlre. and connection to,. site available power supply's for required electrical components asset forth in the irrigation plans. LAYOUT -AII electrical to comply with the National Electrical.. Code and any, and. all, SYMBOL MANUFACTURER/MCC>EL/DESCRIPTION Lay out irrigation mainlines and lateral lines Make the necessary other applicable .electrical codes, Jaws and: regulations.: A licensed electrician \�/ .system adjustments as required to take into', account all site condition's and shall perform all electrical hook-ups. Power for the controller shall be 120 Y Hunter 1-20-&P-ADV, 3&V limitations prior to excavating trenches. volt, 20 omp. Turf Rotor, roll popup, adjustable and full circle WIRING Stake all sprinkler head locations. Adjust location and make the necessary Irn anon control wire shall be m conduit .and sized as 14 THHN black valy 9 # wire, Hunter I-20-6P-ADV, 3roV s, modifications to nozzle types, etc. required to insure 100% head to head #12.THHN white for. common wire. V Turf Rotor, roll popup, adjustable and full circle coverage and : Spray heads shall be installed 4" from sidewalks or curbed roadways and 12" Controller grounding,- Contractor to utilize 4"X8'X5/8" copper grounding :.plates, '.One .D' from. uncurbed roadways and building foundations. Rotors shall be installed 4' 5/8'X10 .copper: clad grounding rods, Strike' CAD wells at all connectic i,i .from sidewalks or curbed roadways, 12' from building foundations, and 36" from points, #6 bare copper wire, and earth contact material. Install these and o her=;. SYMBOL MANUFACTURER/MODEL/DE$CRIPTION uncurbed roadways. required components... as outlined in the detail. Contractor to verify that. the II earth to ground resistance does not exceed 10 arms Contractor shall .'provi e a written certification, on a>licensed electrical contractors letter head, showing '..I FBI GPM i RAP_IU 55 3.09 39' 55 ro.01 44' Shrub heads shall be installed on 3/4 Sch 40 PVC risers. .the date of the test, controller location,and test results. Each controller sItall Hunter ICV-AS be so grounded and tested. Electric remote control valve, 220 psi rated plastic globe Shrub heads shall be installed to a justbelow maintained height of plant's valve, WITH 2" GRASS GATE VALVE. andshallbe installed within planted masses to be less visible and offer protection: Point risers with flat black,unless irrigation system will be TESTING`- CC ACC-99D-PP-SINGLE DECODER WITH Hunter Central Control (III WIRE) 00 • installed from a'reuse water system with purple PVC risers. N - Without valve's installed Fill .mainline Win water and pressurize the main lin WP HOOVER 20HP PUMP STATION Q Locate valves prior to excavation. Insure that their location' provides for easy :with the PSI available at the water source. Monitor, the system pressure a Y � access and that there is no interference with physicalstructures, plants, trees: ' at two gauge locations; She: gouge locations must Ibe at opposite ends of. the tO N MATCO-NORCA D-RINGGATE VALVE. poles, etc. - mainline. With the some respective :pressures, monitor the .gauges for two - - hours. There can beano loss in pressure at either. 'gauge for solvent -welded l: - pipe. Gasketed piping shall lose no more. water than allowed per the Florida Hunter MINI-GLIK-G C27 VALVES $tote Building Code, Appendix 'F'. Refer to this i Rain Sensor, with 1/2" female thread at bottom for conduit section for the formula to be used to calculate the maximum allowable wet r - Installation, mount as noted Sequence all valves in on order for practical mointamence of systemloss during the testing time. If these parameters Ore exceeded, locate the !i problem, repaint; wait 24 hours and retry the test. This procedure must b Irrigation Lateral Line: PVC Class ScIni followed until the mainline posses the test. ! N TRENCHING Once the mainline has have passed their respective tests,. and the Irrigation Mainline: Class 200 O-Ring e g g Pipe : . Excavate straight and vertical trenches with smooth, flat or sloping bottoms. system is completely operational, a coverage test and demonstration ofthe system is required. The irrigation contractor must demonstrate to the owner, or Pipe Sleeve: PVC Schedule 40 Trench width and depth :should be sufficient to allow for the. proper vertical and. - horizontal separation between as shown in the pipe installation detail on 'his/her representative that proper coverage is obtained and that thesystemTypical pipe sleeve for Irrigation pipe. Pipe sleeve size shall piping the. detail sheet :.works automatically. from the controller. This demohstrotion requires that ea h allow for Irrigation piping and their related couplings to (� .zone is turned on, in the proper sequence owner request, from the easily slide tjrough sleevfng material. Extend sleeves IS o " Protect existing landscaped areas. Remove and replant any damaged plant controller. Inches beyond edges of paving or construction. `. material upon job completion. The replacement materialshall be of the some ' o genus and species, and .of the size of the material it is replacing. The final SUBMITTALS '.. Valve Callout :.. determination as to what: needs to be replaced and the acceptability of the : !i .. replacement material shall, be solely up to the .owner or .owner's representative: The contractor must submit forapproval, prior to :installation, copies of the 'j # Valve Number :components to be used'. in the manufacturer's cutstsheets/specificationsutor for all irrigation system. # Valve Flow ,THE PIPE project ! p ' 'g After and as o condition of final acceptance, the vrj at ' '. on i, Valve Size legible Pipe locations shown on. the plan are: schematic and shall be adjusted in the contractors shall provide the owner. with a high quality, accurate, and eg b e set !I fie nd - of as -built drawings. The as-builts:. must identify all remote .control valves, gate valves, ball! valves,. splice boxes,. controllers, mainline, sieeving,.. and low ,.. It `' E h' f tn. it ' t b I tee i a' submeter GPS ' Install all lateral e near. edges of pavement or against buildings whenever. vo age .wiring. oc o ese ! ems is o e oca .using pipe 9 p. 9. 9 system. The irrigation contractor .must also provide accurate, .informative,: Ord ' t possible to allow space for plant root; balls. Always install piping inside project -. easy to follow and understand operation and maintenance manuals for all bo�bdory. -irrigotion 'l properties .`components of thesystem. .,, AN, pipes sh¢II be. placed inlandscapearea's if it is necessary to have pipie .under hordscopes, such csroads, sidewalks, or patios, the pipesmust be :.Controller' charts .Upon completion of "es built" 1, prepare controller charts; "21 -;. sleeved usirlig SC 40 PVC with the sleeve diameter being twice the size of the :one per controller.' Indicate on each .chart the area controlled by. a remote '-, Q) . wlbipe inside with a minimum sleeve size of 2". '. control valve (using a different. color for each zone). This chart shall. be reduced. to a size that will fit -inside of the controller door. I ' Contractor to ensure all mainline pipingis property restrained using mechoncial : joint fittings, restraining collars, threaded .rods, thrust blocks, etc., as and ! where, required. Contractor shall refer to. pipe manufacturers 'recommended : FINAL ACCEPTANCE -. l.... instalia'tion .practices for .further direction. FinPVC pipe joint compound and primer: slow -drying; heavy duty cement and : documents tandecondof itonshe rhovee been system completed ands approved, Finan after the l payment tinted (purple) primer that is compatible with the cement. The PVC cement will notbe released until these conditions are satisfied. B shall be. Weld -On 2711 grey and the primer shall be Weld -On P70 .purple primer, or approved equals.: 1. Final walk thru and correctionof all punch list items 1. 2. Completion and acceptance of 'as -built' drawings. 3. Acceptance of .required controller charts and placement inside of -controllers. GUARANTEE: The irrigation systems shall be guaranteed for minimum of one c� calendar year from time of final acceptance. : .the n ! c vy c 0 f ¢A 0 i ,r o a" 0 QZ Q STANDARD VALVE BOX 1 Q FINISH GRADE O1 MODEL PROS-W SPRAY WA 1 FINISH ..---- .• a•, 1• •• i 4 5 1 Q � CONTROL VALVE O MODEL I-Z�0-04 ROTOR HEAD (S)Fli GRADE T (S NWFL PROS-06 SPRAY HEAD x , I .•. 12 11 O4 SCH 401HRENED COUPLER 03 IATfTMl TEE OR ELL 2 w A•.. • � Y (D WAIERPR00F CONNECTORS OO 'PRO :OHUNTER'PRO-FLEX'TUBING, 3 O4 UIERAl PRE Y : .'. O5 WIRE MINTER -FLEX' TtARNG, ©VM TEE OR ELL 4 (j)HUNTER MN-REX T , ©SCH W HIPPIE ® LATERAL TEE OR ELL O7 IATOR PIPE 5 : 7O MAIN LNE PIPE k FITTINGS 5 O LATERAL PIPE 6 6 T 6 OB BRICK suPP0m5 (4) 0 5 8 9 OBI 3/4• MINUS WASHED GRAVEL 6 T . 3 4 10 1O DOUBLE ESERVICE7EEOU ORON S PROS-06 SPRAY HEAD „GAIEVALVE LINE SIZE) PROS-00 SPRAY HEAD WITH FIXED SPRAY NOZZLE Tz Teo—ioo DEGDm Writ MIGRY WIRE DUCTILE 45 WITH THRUST BLOCK DUCTILE 90 WITH THRUST BLOCK ICV RCV/ISOLATION VALVE/DECODER ROTOR POP—UP SPRINKLER FIXED SPRAY NOZZLE ON RISER POP—UP SPRAY SPRINKLER Final HUNTER MINI CM MIN SERSMI - WhL w AN am AVIA Valve box rode 01I RN" SQ15aR Is 5 oIS To uxaeSTRuc:IED RNNFIli as IND IS CIFJ.N DF IRRGAIMx'1 SPRAY i —��y • ,�.. 0M511 TnF0E e � HUNTER pNo�L Pis °6 sPSY I�,D 6' PVC pipe over valve CENTRAL _ coxrRaum pO LOKimORm Z CONTROL° 041aBBLFFE • operating nut ° COMMONo&M (I)RM TPRO-W IU�IC. a. 0-ring Oats valve S TTWCa1 CONIRaadt � � 4 Imo' ��JJff s AnoNs w PROS-06 SPRAY HEAD Main line WITH MP ROTARY NOZZLE DUCTILE PLUG WITH THRUST BLOCK DUCTILE TEE WITH THRUST BLOCK 0—RING GATE VALVE AUTOMATIC RAIN SENSOR CONTROLLER MP ROTATOR D C 1.1 0 G PROJECT AND OWNER TREASURE COAST RESEARCH PARK — SUNSHINE KITCHEN FOOD BUSINESS INCUBATOR TICE RDA CONSULTANTS imle ,� BRIAN A. GOOD, P.E. P.E. LICENSE NUMBER 56939 445 24th STREET, SUITE 200 VERO BEACH, FL 32960 (772) 794-4100 CERT. OF AUTH. #: 00000696 ` KHA PROJ. #: 047274006 SEAL MAR' 3 . M7 ttr:rTllieross °> N A. GO4% `�.`° \�, E N g E•. ram"' 56939 •• ��c Y� STATE OF �®Il III UEi3G44 PROJECT NO. 047274006 DESIGNED BY BAG DRAWN BY MCF, CHECKED BY EJK' DATE 7/12/2016 ISSUED FOR: KEY MAP DRAWING SCALE 0 FT 10 20 North DRAWING TITLE IRRIGATION DETAILS DRAWING NUMBER — SHEET 17 OF 17 1 2 3 I 4 5 6 7 8 9