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HomeMy WebLinkAboutCONSTRUCTION PLANSFLORIDA FRUIT ASSOC. / RIO CITRUS 2000 N. KINGS HIGHWAY FT. PIERCE, FLORIDA 34951 E EX�T*DRAWINGS ARCHITECTURAL CLOVER A= = ABBREVIATIONS GENERAL NOTES ACC ACCESSIBILITY DETAILS A 1 SITE PLAN PROJECT DATA A2 PROPOSED FLOOR PLAN A3 ELEVATIONS A4 BUILDING SECTIONS DETAILS PROJECT LOCATION 10 LIR0 001 I C AlL EO.1 ELECTRICAL L NOOTES E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 RISER DIAGRAM PLUMING POO 1 PLUMBING NOTES P2.1 PLUMBING PLAN STRUCTURAL .4 10 SID STRUCTURAL NOTES AND ABBREVIATIONS S1o1 TYPICAL DETAILS, SCHEDULES, a $. S2.0 FOUNDATION AND FLOOR PLANS � � CIVIL s S 3.0 SECTIONS � MINOR SITE PLAN / SITE DATA ARC I CT EDLUND • DRITENBAS - BINKLEY ARCHITECTS AND ASSOCIATES, P.A. 65 Royal Palm Pointe, Suite D, Vero Beach, Florida 32960 Phone: (772) 569-4320 AR# AAC000886 0 so PROJECT DATA1 THIS IS THE EXTERIOR REMODELING OF SEVERAL EXISTING BUILDINGS IN THE VERO BEACH SHOPPING CENTER. WORK INCLUDES, ROADWAY AND UTILITY UPGRADES, NEW ROOF AND FACADE IMPROVEMENTS. FBC 2014 VERSION 5 NFPA IOI 2012 EDITION NEC 2008 EDITION STRUCTURAL ENGINEER MEP ENGINEER WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUIHORILAIION NO. Z/.5Z2 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 FAX: (772) 468-3700 www.trcww.com MkAM M u GO 1405 Orange Avenue FortPierce, Florida 34950 Phone 772.595.1744 Fax 772.595.1745 engineering@kammeonsultmg.com SURVEY 1 OF 2 SURVEY 2 OIL 2 CIVIL ENGINEER MI MASTELLER & MOLER. INC. M� CONSULTING ENGINEERS ®IfIMME W AU1NptliA710N ~ 1055 271h STREET — SU17E Z VERO BEACH. FLORIDA 32080 (772) 587-5W0 / FAX (772) 714-1108 ST. DATE: i MECH: DATE: COUNTY sT. LUCIE COUNT)' FIRE DISTRICT' REVIENN ED FOR C Ci lFF'I.1 E itiRJE T,'1 ONS SEE AT6A"TV REN'IE1�"F.D DATE: SC BYE StLuciecbmly FILE COPY THESE PLANS AND ALL PROPOS60 WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSP6CMRS THAT GIAY BE NECt96A11Y IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. MIN. SET AM FRONT 7� JV/ SIDES CNN SID—EIS REAR/ ZNG. !L TECH. W2-?/wf'� w Y Z o_ W C, H O c0 t� Q In rn Csl Q HMdM N ro Z a C 3z to U (3 w o �WOL0 Q. Q a L` 04 . _ U aLLJ Z = `L Lu v U r W W J Q oc0O 0 u) W 2 w c0 > d U Q W F U O co S v /n Q o Q z Q 11 ki� U) U 0 \ ~ Z O C[ U LL o Q Q 0 oZW a J JB ,o$1- U— EL O III U I.R.1 w O 0 z Z O VI W K W 4 O O Z © _ II 11 Y 15 THESE PURE AND THE INFORMATION SHOWN HEREIN ARE ,HE PNINRN OF WIND 91109B.6 s ARMIU , PA AND MPRONAADIN. OMCLAMM OR IME HEREOF N NDIE OR N FM IS DFREW PRO- HROFD WDnn' WRM PDWNSDN COMM. NO:040515VB DATE: 13 J LY 15 BY: AD CH'KD: PD SHEET NO. COVER OF FOUR EC.7jl, ju 2a 2M GENEQAL NOTES (UPDATED 14 MAY 2010) 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, BE AIA DOCUMENT A 20I, 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 THE BEST TRADE PRACTICES. WORKMANSHIP FOR A PERIOD OF I (ONE) YEAR FROM THE 'DATE OF SUBSTANTIAL COMPLETION", II. UNLESS WHERE NOTED OTHERWISE, THE CONTRACTOR SHALL PROVIDE ALL THE NECESSARY LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS FOR A COMPLETE 5. THE CONTRACTOR IS TO SECURE AND PAY FOR ALL PERMITS AND SHALL AND OPERATING PROJECT. SECURE THE "CERTIFICATE OF OCCUPANCY', LEGEND DETAIL SECTION DETAIL TITLE I SYMBOL MARKS SCALE, NONE PEF. WHERE CUT OCCURS � O DOORS, COLUMNS DETAIL NUMBER SHEET WHERE SHOWN SECTION �\ FOOTINGS, TIE BEAMS SECTIONS SCALE- NONE PER WHERE CUT OCCURS ❑ WINDOWS, WOOD LINTELS SPECIALTY A SECTION LETTER ROOM/SPACE IDENTIFICATION A- SHEET WHERE SHOWN M MATCH MATCH M I LINE LINE I 101 ROOM/SPACE tt SPECIFIC DETAILS DETAIL NUMBER SHEET WHERE SHOWN INTERIOR ELEVATIONS FINISH ELEVATIONS REVISIONS AWALL ELEVATION OL FINISH FLOOR (ASSUMED ELEVATION OF FINISH FLOOR) APPEARS ON DRAWING AS A CLOUDED REFERENCE, ���( +0'-0" (ACTUAL ELEV. AS (N.G.V.D) OR (M.S.L.) 2 AT APLACE OF REVISION AND ON `� TITLE BLOCK REVISION COLUMN. SHEET WI -ERE SHOWN CONSTQUCT I O (UPDATED 14 MAY 2010) >TQAT I ON C ES VI, CHANGE ORDERS I INSPECTION REQUIRED A. PROPER PROTOCOL MUST BE FOLLOWED IN REGARDS TO A. ALL CONCRETE POURS CHANGE ORDERS. OWNER, ARCHITECT AND CONTRACTOR B. BEFORE DRYWALL AND PRIOR TO CEILING INSTALLATION SIGN OFF PRIOR TO ANY WORK BEING PERFORMED Y CON (MECHANICAL, ELECTRICAL, PLUMBING ROUGH - IN COMPLETED) B. GROUP ITEMS INTO ONE (D CHANGE ORDER, RATHER THAN C. PUNCH LIST SEVERAL SINGLE ITEM CHANGE ORDERS. (WHEN CONTRACTOR HAS TOTALLY COMPLETED HIS OWN C. ANY WORK COMPLETED PRIOR TO A CHANGE ORDER BEIN ESTABLISHED PUNCH LIST AND AFTER CERTIFICATE OF OCCUPANCY.) BY ALL PARTIES IS AT CONTRACTOR'S RISK. CHANGE OR[ D. FINAL INSPECTION, FOLLOWING COMPLETION OF PUNCH LIST. E. MONTHLY PAY REQUEST/WEEKLY PROGRESS INSPECTIONS F. PROJECT SUPERINTENDENT SHOULD ALWAYS BE PRESENT AT INSPECTIONS II. PAY A. REQUEST AS PER OWNER/ CONTRACTOR AGREEMENT B. LIEN RELEASES REQUIRED (PARTIALS AND FINALS) C. STORED MATERIALS - (CERTIFICATE OF INSURANCE REQUIRED) III. OTHER A. REQUIREMENTS BAR GRAPH SCHEDULE OF PROGRESS TIME SCHEDULE AND PB210DICALLY UPDATE, AS REQUESTED B. A SCHEDULE OF VALUES (A.I.A. FORM nG-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 D. MAINTAIN A MARKED UP SET OF CONSTRUCTION PLANS W/ RED BALLPOINT PEN ONLY 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 VII, SHOP DRAWING SUBMITTALS A. FOUR (4) COPIES (NOTE IN RED ANY CHANGES) ONE FOR OWNER ONE FOR ARCHITECT ONE FOR CONTRACTOR ONE FOR SUPPLIER C. D. SUBMIT TO ARCHITECT AS SOON AS POSSIBLE NO SUBSTITUTES WITHOUT PRIOR APPROVAL OR SUBS. COPIES kCH VIII. CHANGES IN THE WORK A. DO NOT DEVIATE FROM PLANS WITHOUT ARCHITECTS APPROVAL. IX. PROPER CONDUCT AT JOBSITES A. NO SWEARING e. NO LOUD RADIOS C. PROPERLY DRESSED FOR WORK D. KEEPING JOBSITE CLEAN AND SAFE EACH DAY IS SOLE RESPONSIBILITY OF THE CONTRACTOR. E. HARDHATS ARE REQUIRED PER OSHA REGULATIONS X. RAIN DAY DOCUMENTATION A. SUBMIT RECORDED RAIN DAYS WITH EACH MONTHLY PAY REQUEST B. WHEN MORE THAN FOUR (4) DAYS ARE ACCUMULATED, A REQUEST DAYYS TO CHANGE TSHOULD CCOMPLLETISSUED. ON DATREQUEST ADDITIONAL ABBQEV I AT I ONS (REVISED 24 MARCH 2O11) E AND E L L ANGLE E. EAST LG. LONG 0 AT EA. EACH LGT. LIGHT Jo DIAMETER OR ROUND E.B. EXPANSION BOLT L.P. LIQUID PROPANE WELD EF. EXHAUST FAN LKR. LOCKER MG EMERGENCY GENERATOR LL LIVE LOAD E.J. EXPANSION JOINT LLV. LONG LEG VERTICAL A EL. ELEVATION LS.0 LATCH SIDE CLEARANCE ACOUS, ACOUSTICAL EL EMERGENCY LIGHT LT. LAUNDRY TUB AD. AREA DRAIN ELEC. ELECTRICAL A.D.A. AMERICANS WITH DISABILITIES ACT ELEV. ELEVATOR M ADJ. ADJUSTABLE FAR• EMERGENCY MAX, MAXIMUM AFF, ABOVE FINISH FLOOR ENCL ENCLOSURE M.C. MEDICINE CABINET AGGR. AGGREGATE E.P. ELECTRICAL PANELBOARD MECH. MECHANICAL A.H.U. AIR HANDLING UNIT EQ. EQUAL MEMB MEMBRANE ALUM. ALUMINUM ECPT. EQUIPMENT MTL METAL A.C.I. AMERICAN CONCRETE INSTITUTE ESP. EECTRO STATIC PAINT MF2' MANLFACTLRER AS.TM ANIB21CAN SOCIETY OF TESTING E.W. EACH WAY MIA MANHOLE AND MEASURES E.W.C. ELECTRIC WATER COOLER MIN. MINIMUM A.WPA AMERICAN WOOD E PLYWOOD E.WA ELECTRIC WATER HEATER MIRK. MIRROR ASSOCIATION P EX , EXPANSION MISC. MISCELLANEOUS A.B. . ANCHOR BOLTS EXp.BLTS. EXPANSION BOLTS MOUNTED APPRVD. APPROVED E EXPO. EXPOSED M.B.MACHINE . B. BOLT APPROX. APPROXIMATE EXST. EXISTING MD. MAIN DISCONNECT ARCH. ARCHITECTURAL EXT. EXTERIOR OR EXTENSION M.D.F. DISTRIBUTION PANE A.CCMP. ASPHALT COATED CORRUGATED F MD..MAIN MAIN DRAIN METAL PIPE F.A. FIRE ALARM MO. MASONRY OPENING ASB. ASBESTOS FAG FLORIDA ACCESSIBILITY CODE MSL MEAN SEA LEVEL ASPHL ASPHALT F.B. FLAT BAR M.C. M CABINET' MEDICINE ASSY. ASSEMBLY F.B.C. FLORIDA BUILDING CODE IM . RCURY VAPOR MERCURY 8 F.P.C.. FLORIDA PLUMBING CODE MT. METAL THRESHOLDL1 ERG.0RNGJ BEARING F.D. FLOOR DRAIN MILES PER HOUR2 BD. BOARD FDN FOUNDATION MR. MOISTURE RESISTANT BITU M. BITUMINOUS F.E.FIRE EXTINGUISHER mffMRR.. G MOULDING BLDG. BUILDING F.E.C. FIREXTINGUISHER EXTINGUISER CAB. ELK, BLOCK F.H.C. FIRE HOSE CABINET BLKG. BLOCKING FIN FINISH N BM. BEAM FL FLOOR WA NOT APPLICABLE BOT. BOTTOM FLASH. FLASHING N NORTN B.C. BOTTOM CHORD FLUOR. FLUORESCENT NAVD NORTH AME21CAN VERTICAL DATUM BLT. BOLT F.O.C. FACE OF CONCRETE NI.C. NOT IN CONTRACT F.OF, FACE OF FINISH NO,OR# NUIVISER C F.O.S. FACE OF STUDS N40M NOMINAL CAB. CABINET FPRF. FIREPROOF N.T.S. NOT TO SCALE CANT. CANTILEVER F.G. FIBERGLASS NEC, NATIONAL ELECTRIC CODE C.B. CATCH BASIN FINFL. FINISHED FLOOR NGN.D. NATIONAL GEODETIC CEML CIEVENT FXD. FIXED VERTICAL DATUM CER. CERAMIC F.G. FLOOR GIRDER NL NIGHT LIGHT C.I. CAST IRON F.S. FULL SIZE O C.G. CORNER GUARD FT. FOOT OR FEET CLG. CEILING FTA FEDERAL TRANSIT AUTHORITY O.A. OVERALL OBS' OBSCURE CL CLOSET FTG. FOOTING O.C. ON CENTER CUR. CLEAR FU2R. FURRING O.D. OUTSIDE DIAMETER DIMJ C.O. CASED OPENING FUT, FUTURE COL COLUMN F.D.O.T. FLORIDA DEPARTMENT OF OFF' OFFICE OPENING CONIC. CONCRETE OFF. O OPPOSITE CONN. CONNECTION O.B.D.OPPOSED BLADE DAMPER CONSTR. CONSTRUCTION TRANSPORTATION TRANSPORTATION A CIA OUTSIDE AI CONT. CONTINUOUS OJA OVER HANG CORP. ORP. CORRIDOR GA. GAUGE O.HD, OVERHEAD DOOR PT CPT. CARPS GALV. GALVANIZED O.E. OVERHEAD ELECTRIC C CARPEERSUVK, GB. GRAB BAR ONTR. COUNTER G.L. GLASS p CTR. CENTER C CENTERLINEGHND IN = GROUND P.V.C. POLY VINYL CHLORIDEC/C. CENTER CENTER �' GRADE PEE, PAINTED EXPOSED BLOCK C.T.CERAMIC TILE GYP' GYPSUM PS.I. POUNDS PER SQUARE INCH C.T. CIRCUITCERAMIC GAL GALLON P.S.F. PONDS PER SQUARE FOOT GF.I. GROUND FAULT INTERRUPT pL PLATE CO, CLEAN OLff H CC.CL COASTAL CONSTRUCTION PIAM. PLASTIC LAMINATE CONTROL LINE HG HANDICAPPED PLAS. PLASTER C. COLD FDR' HEADER PLY. PLYWOOD HR.U. HEAT RECOVERY UNIT PR. PAIR C.W. COLD WATER C.B.S. CONCRETE BLOCK CONSTRUCTION H.D. HEAVY DUTY PT. POINT CM.U. CONCRETE MASONRY UNIT H.P.S. HIGH PRESSURE SODIUM P.T.D. PAPER TOWS- DISPENSE12 CJML CONCRETE MON VENT H.J. HIP JACK P,T.D/R COMBINATION PAPER TOWEL CJ. CONTROL JOINT H.C. HOLLOW CORE DISPENSER E RECEPTACLE COND. CONDENSATE OR CONDUIT H.B. HOSE BIBB PTR PARTITION C.U. COPPER H.C. HOLLOW CORE P.T. PRESSURE TREATED C.J. CONTROL JOINT HDID' HARDWOOD P.TR. PAPER TOWS- RECEPTACLE CJ.K. CORNER JACK HOWE HARDWARE P.TA PAPER TOWEL HOLDER C.M.P. CORRUGATED METAL PIPE HM. HOLLOW METAL PERF. PERFORATED CFM. CUBIC REST PER MINUTE HORIZ HORIZONTAL p PROPERTY LINE O.Y.UBIC O., YARD HR. HOURP.C. PULL CHAIN I LC• HOLLOW CORE P.B. PUSH BUTTON CULVERT HM. HOLLOW METAL pp. POWER POLE HMF. HOLLOW METAL FRAME PHW PARTIAL HEIGHT WALL HG HOOK D.L. DBL DCG DEPT. D.F. DEL DET. DIAL DIM DISP. THESE PLANS AND ALL PROPOSED t1 onK DR SUBJECT TO ANY CORRECTIONG D.O.RE o REQUIReD BY FIELD INSPECTORS THAT owR. MAY BE NECMSASIY IN ORDER TO DS. COMPLY WITH ALL APPLICABLE CODES. D.SP. DWG. D.J. OR D.O.E. D.E.R. D.E.P. DNR. D.W. DBL DJA ON. D. D HP, HORSE POWER E HIGH POINT DEAD LOAD H. HOT DOUBLE H.D.G. HOT DIPPED GALVANIZED DIRT CONTROL GRATING DEPARTMENT D121WING FOUNTAIN I.D. DELAYED INSLI DETAIL INT. DIAMETER INV, DIMENSION I.P. DISPENSER DOWN DOOR OPENING JAR DOOR JT. DRAWER DOWNSPOUT DRY STANDPIPE KIT. DRAWING KIN DECK-A-JOINT DEEP K.T. DEPARTMENT OF EDUCATION LAB. DEPARTMENT OF ENVIRONMENTAL REGULATION LAM' DEPARTMENT OF LAV. ENVIRONMENTAL PROTECTION LB' DEPARTMENT OF NATURAL RESOURCES LE:D DISHWASHER L.F. DOUBLE DOUBLE HUNG DOWN DRYER Q Q.T. QUARRY TILE I INSIDE DIAMETER DIM) INSULATION R INTERIOR R. RISER RAD. RADIUS ITT R.D. ROOF DRAIN IRON PIPE REF. REFERENCE REM. REFRIGERATOR J REG. REGISTER JANITOR REINF. REINFORCED JOINT Rm. REQUIRED RESIL RESILIENT K RM. ROOM KITCHEN R.O. ROUGH OPENING KILOWATT RWD, REDWOOD KEYBOARD TRAY R.WL RAIN WATER LEADER L R.C.P. REINFORCED CONCRETE PIPE LABORATORY RMD. REQUIRED LAMINATE R/A RETURN AIR LAVATORY REV. REVERSE POUND R.O.W. RIGHT OF WAY LEADERSHIP IN ENERGY AND R. AND S. ROD E SHELF ENVIRONMENTAL DESIGN R.O. ROUGH OPENING LINEAL FEET R.S. ROUGH SAW S S. SOUTH &A. SUPPLY AIR S.A.T. SUSPENDED ACOUSTICAL TILE S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER SCI-ED, S.D. SCHEDULE SOAP DISPENSER SECT. SECTION SH. 545 F SHR. SHOWER SET. SHEET S.H. SINGLE HUNG Sim SIMILAR SLID. CONIC. SEALED CONCRETE S.N.D. SANITARY NAPKIN DISPENSER SNR. SANITARY NAPKIN RECEPTACLE SPEC. SPECIFICATION SO. SQUARE S.S. STAINLESS STEEL !MARINE GRADE) SSK, SERVICE SINK, STA. STATION STD. STANDARD SR. STEEL STOP. STORAGE ST12L STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL S43. STANDARD 4 SIDES SLS2E STANDARD ONE SIDE AND TWO EDGES S.S. SANITARY SEWER SEER SEASONAL ENERGY EFFICIENCY RATED SJA SINGLE I-" SLDG, GLS. SLIDING GLASS S/D SMOKE DETECTOR S.Y.P. SOUTHERN YELLOW PINE 0 SQUARE FOOT DIMENSION SF. SQUARE FOOT SJ.I. STEEL JOIST INSTITUTE SYS. SYSTEM S.V. SHEET VINYL T TRD. TREAD T.B. TOWEL BAR T.O.C. TOP OF CURB TEL TBF!HOPE TEM. TERRAZZO TAG. TONGUE AND GROOVE THK THICK T.O.P. TOP OF PAVEMENT T.P.D. TOILET PAPER DISPENSER T.V. TELEVISION T.O.W. TOP OF WALL TKB. TACKSOARD T.C. TIME CONTROL TYP. TYPICAL T.C. TOP CHORD T.O.B. TOP OF BEAM TL TOTAL LOAD TRANSV. TRANSVERSE T. TREAD TS. TUBE SECTION U UNF, EO UNFINISHED LINO UN.ESS NOTED OTHERWISE U.C. LADE? COUNTER UL UNDERWRITERS LAB U.S.G. UNITED STATES GYPSUM U.S.GB.0 UNITED STATES GREEN BUILDING COUNCIL V VAC. VACUUM VB. VAPOR BARRIER V.C.T. VINYL COMPOSITION TILE VERT. VERTICAL V.P. VAPOR PROOF VR. VAPOR RETARDER V.TR. W W. WEST W/ WITH W.0 WATER CLOSET WD. WOOD W/O WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT WSHR. WASHER W.I.C. WALK IN CLOSET W.G. WALL GIRDER W.WF. WELDED WIRE FABRIC W.W.M. WELDED WIRE MESH W.P. WORKING POINT WDW. WINDOW } Y d � Z W ' V) Q U 00 O N N Q HM mN y m 8 Rol Z W a o g o —Q, 4 ® i� - Q J N U <L=LLj Z rm J a W mir0 IAW2 W to>a. 0 U O n� ILL Q l.yn® O J LL H U W Ili w CL a U 0 N N Z O rn W ir o TIE NF TJON SEgNN HEWN ARE TIE PPOPEEIY OF BM ONVO R 91EOEY NKIEI= PA NO WRODILIMM DIS=W = ON USE MWOF EI WHOLE OR M PNrt IS EFWKY PRO - HEW) W HDt f WRMEN PDOWS i. COMM. NO:04C515VB DATE: 13 JLJLY'15 BY: AD CH'KD: PD SHEET NO. zr*l-otjl SOME TERMS AND SYMBOLS MAY NOT APPLY TO THIS PROJECT. OF FOUR FTP 25 SIGN. SEE SITE PW USH VALVE LOCATION CONTROL AREA SHALL 15" MAX. PLAN FOR LOCATIONS DO NOT PAINT BUMPER LOCATED 15' MAX FROM CONTROLS ON ANY WALL, GUARDS (TYP.) CENTERLINE OF SEAT TOWARD OPENING OF SHOWER 36' CLEAR 22' 23' MAX TANK TOILET LOCATION . ABOVE GRAB BAR AT 48' Y J 0 MAXIMUM HEIGHT BACK 18BACK 12'-O' MIN. F 5'-0 MIN. ZOL W O 18• z '� RECYCLED 12'-O' MIN. m V) H O a 6 Ail E 1H1 rn4' BLUE PRODUCT OR N 0) 3m mbN-PAINT (TYPJ) - CONIC. BUMPER N a cN O m = (� GUARDS (TYPJ Q 0 ro W M M- I I r----� i z Q 8 m V) 8 00 Z a �I in in i i z i �p LAV.I CLEAR I 2-1/7 i CLEAR i i I FLOOR i U) (Wk W a " O COO 16'-18' 17'-19' i FLOOR 1--- ' SPACE i � 4' 60' `ALL SPACE L___________ `----___--J 4' WHITE WHITE � PAINT (TYP.)- I m a ` 2 mom. SEAT WALL BACK CONTROL WALL 60' MIN PAINT (TYPJCINI 48' MIN SHOWER DAM 15'-16' PAINT (TYP p V) WHEELCHAIR AMBULATORY SEE DETAIL ON MAX 4' BLUE a = DRAWING SET a PAINT (TYPJ' W Uv ACCESSIBLE ACCESSIBLE 36" BY 36' TRANSFER p ,_ a w WATER CLOSETS WATER CLOSETS PER LOCAL Ir MIN. 5' Ir MIN. PER LOCAL = 36' BY 360 TRANSFER 30' BY 600 ROLL -IN SHOWER SEAT DESIGN Z a- m •• 2T MAX CODES CLEAR AISLE CLEAR CODES U CONTROLS FOR FLUSH VALVES SHALL BE CONTROL /SEAT MIN. Z O ON THE WIDE SIDE OF THE WATER CLOSET 30' MIN OUTS ATE 30' MIN p a 0 W 2 EXCEPT FCR AMBLLATCRY ACCESSIBLE E AND EAT DESIGN SHOWER SIZE, CLEARANCES A S S O S C S PARKI TALL D I ABLED NG S S �>� C 604b) WHERE W CONTROL CAN BE ON EITHER SIDE 4' 4' 4' 4' I TE r Z TYP. SPACING PARALLEL PARKING ACCESSIBLE STALL AT TYP. SPACING FIXTURE LOCATIONS AND g 8' X 23' WITH 5 FT. AISLE ON PASSENGER SIDE y; FLUSH VALVE LOCATION m m c w I� " w d U ON Ir NOTES, ~ o SIDE CONTROL WALL SIDE ��' FTP-25 �—�z a MIRROR MOUNTED MAXIMUM x TOP PORTIOP 25 AND 26 z OF 40' TO BOTTOM OF PROVIDE OFFSET 30" BY 600 ROLL -IN WITH OUT SEAT _ vo eo SHALL HAVELECTIVE BLUE Q a REFLECTING SURFACE A.F.F. eo eo BACKGROUNWHITE AND WATER LINES' x +io s°o REFLECTIVEL AND BORDER. 1T MIN INSULATE DRAIN _ so eo 19' MAX AND WATER LINES GRAB BARS AT SHOWER STALLS u0 mo C9 BOTTOM POHALL HAVE A z FIGURE 307.4 FIGURE 307.2 / no •o REFLECTIVEBACKGROUND Z VERTICAL CLEARANCE LIMITS OF PROTRUDING WITH BLACKE LEGEND pg FLOOR i E�1 SPACE � O z - 18' MIN 1-� 12' MIN X OBJECTS % 2 ♦ ♦ O -PARKING BY AND BORDE(� / O FTP 25 AND BE FABRICATED�DPERMITDON ONE PATWO. w FTP 25 MAY BE SUBSTITUTED 25" MAX 97Z ~ a 34' TO 38' N TE` m ONLY FOR THE FTP 26 IN AREAS otunir 48'MIN cl,OPENING TOP OF RAIL THAN ,�, TO 38' XX - TREAD DEPTH WHERE SPACE IS LIMITED. KNEE TOE TOP OF RAIL CLEARANCE CLEARANCE CAR CONTROL HEIGHT ALT 12 PANEL LIONS v 1 1/2'R. SIGNS ARE TO BE MOUNTED �� ``� AT STANDARD I -EIGHT. 8' MIN 6' MAx FIGURE 505,10.1 FIGURE 505.10.2 FIGURE 505.10.3 $25�`FINE l (7' FROM PARKING SURFACE I 17' MIN DEPTH TOP AND BOTTOM HAND RAIL TOP HAND RAIL BOTTOM HAND RAIL SIDE OPENING DOOR TO BOTTOM OF SIGN). (�) Y ALL LE EXTENSION AT RAMPS EXTENSION AT STAIRS EXTENSION AT STAIRS 1 f SERIES CS D °C a `� 60' I I $�r)v0 LAVATORY CLEARANCES 60' FLOOR AND CAR MINIMUM w 48' 19" MIN. DEPTH FOR WORKTOP. DESIGNATIONS Z HANDICAP SIGNAGE a 8' MAX. FOR TICKET AND SERVING 36' MI ® U 0 C) L J COUNTERS N. �/ ------------ LENGTH D I.b'-2,4' FULLY ADHERED � a � 0.9'-14' RECESS MANUFACTURED « '4 o B 36' MIN 36' MIN I N 72' MIN TO IN CASE OF _ _ __ MATT INTO NEW CONC. O 40 O VISIBLE ) - W —° 5442'1MIN 1 J 30' SIGNAL FIRE i O. oai DIA WALK. � mJ2,1W 12' MIN j / 60' USE STAIRWAY FOR EX T F- m OF CAL DO NOT USE ELEVATOR O \ - - - - - - - - - - - - - BUTTONS MOUNT NEXT TO CALL BUTTON O 0.2' H.'uU 16' 18' 16'-18' I Zui m ELEVATOR ENTRANCES v TRUNCATED DOME _ '' O 19 WORKTOP u DOME TOP DIA. 50% - 65% Q FINISHED FLOOR Ill o OF BASE DIA. _ 03"-1.4 HAZARD AT 0 BACK WALL BACK WALL SIDE WALL r-----� - r------ AT TICKET SQUARE PATTERNzl I rr --- 27" CLEAR ELEVATOR CAB, CALL AND SIGNAL DETAILS (ADJACENT WALL (ADJACENT WALL I I Z IrR I HAZARDOUS RIGHT HAND SIDE) LEFT HAND SIDE) MINIMUM (TYP.) I II COUNTER �- PARALLEL ALIGNMENT VEHICLE AREA { — t 1. Z I I II B 6 5' TO 6' 5' TO 6' 0000000000000000000 _ (n T WATER CLOSETS — I I b II —� f� —� °°°°°°°°°0°°°°°°o°° l, 1 I (� , GRAB BARS A o0000000000000000o Q BLACK O 1 BLACK 24' MIN o00000000000000000 r 1111 00000000000000 LIGHT WHITE °°°°°°°°°°°°°°°°° TRUNCATED DOMES Q IN TOILET ROOMS L__- BLUE I I L- 48 MIN. _� �( L_---- I PARALLEL MIN WIDTH VARIE Q L 30' MIN. WHITEI ® Z R 12' m 1' TO 2' / AT LEAST AS WIDE O 1- MIINNAR FORWARD //i F i AS CURB RAMP LL _J N FIGURE 305.5 �6 M1N—�>I WOMEN MEN 70% COLOR CONTRAST z rl � ,_;2•$Qo POSITION OF CLEAR FLOOR MOUNTING HEIGHT AND CLEARANCES (b)allei (•) REQUIRED BETWEEN v MIN. mg � ~o OR GROUND SPACE FOR TICKET AND SERVING COUNTERS / WORKTOPS DOMES AND CURB RAMP. CLEAR m,-° UNIVERSAL SYMBOLS I 12 7 DES X FULL WIDTH O T 9 TO CENTERLINE OF DISPENSER EQUIPMENT MOUNT AT 600 A.F.F. TO CENTERLINE MAX. OF CURB RAMP a PERMITTED BUILT-IN 833% PER D.O.TEREGULATION 12' MIN. CLEAR ABOVE GRAB BAR IN SHADED FLOAT FINISH CONC. SLOPE 117 MIN CLEAR BELOW GRAB BAR AREA FOUNTAIN OR 49CFR 37.21 5' MAX, 15' MIN FULL HEIGHT WALL HUNG COOLER ADA / FACBC REFERENCE GUIDE SIDE WALL FOUNTAIN OR COOLER FOUNTAIN OR COOLER (WALL HUNG OR °°°°°° °°°° 1 IO MAX. 000000 000o I I 1 WATER ^ FULL HEIGHT) °°°°°° °°° ° 4 SITE WALKWAYS, RAMPS, AISLES. ETC. —� °°°°°° °°°°°° ��� TOILET PAPER DISPENSER STREAM O 9 ( NOTE, THESE ARE MAXIMUMS. LESS IS BETTER. °°°°°°°°°°°°°° °°°°°°°°°°°°°° 10% SLOPE 10% SLOPE °°°°°°°°°°°°°° °°°°°° 4' HIGH —z ~ 30' MIN 48' MIN NOT TO CHAPTER 5•_0• 5'-0• OUTLET LOCATION MINIMUM Z S � CUP 30' MIN EXCEED ABOVE i _ DISPENSER FOUNTAIN 402.2 ACCESSIBLE ROUTE MAXIMUM SLOPE 1; 20 (5%) OR IT'S A 12AMPI ABOVE ET Ca EARz CLEAR CUP DISPENSER DEPTH 403.3 ACCESSIBLE ROUTE CROSS SLOPE MAXIMUM 1: 48 (2%) FLOOR z CLEAR405.8 NO HANDRAILS REQUIRED AS LONG CURB RAMP SLOPES 13 1/7 MIN. 13 1/2" MIN. SPACE ° (SINGLE) z FLOOR 8' MIN 6' MAX (LOW) LUSH WITH FRONT O O DACE ° �� 6MAX RAMP. IF NOT DFLUSH, A 2'JAENT ISHIGH CURB IT-25 APPROACH d 6' RUN MAX. IS REQUIRED AT EDGE OF RAMP. 1/4' MAX. (SINGLE) (LOW) 502.4 PARKING SPACE MAXIMUM SLOPE 1: 48 UP IN ALL DIRECTIONS. LOW APPROACH r4MA_XAPPROACH ` E MOUNT SIGNS rn r 405.3 RAMP CROSS SLOPES MAXIMUM 1 :48 (2%) SONDE OF DOOR \ o X 405.2 MAXIM RAMP SLOPE IS 1: 12 (8.33%) SIGN FIGURE 303.2 �) 30' MIN 404.2.4.4 AREAS IN FRONT OF DOORS PER FIG. 25 ERS VERTICAL CHANGE IN LEVEL WATER ^ ARE TO BE LEVEL (CAN BE S 1: 48 TO DRAIN PROPERLY) a 2 o_ n STREAM 48' MIN DOOR 1 FICLEARGURE 308.2.1 I/4""` w MINIMUM E �0w) UNOBSTRUCTED I/2" c WALL HUNG STALL TYPE ABOVE SPACE 30' MIN FORWARD REACH LL OUTLET co(�S ° (HIGH) z o FLUSH CONTROLS SHALL COMPLY WITH FACBC 309 m ^3 20" max >2V-25" max FIGU2E 303.3 z ACCESSIBLE URINAL APPROACH ° o 9 CoEAR mow) BEVELS CHANGE IN LEVEL HIGH APPROACH A� ° SIGNS MJST BE MOUNTED ON WALLS, NOT DOORS _ ADVISORY 303.3 BEVELED. C) 11 II Y �15 THESE ",� AM THE eiIORYATgN SNCNN HEREIN ME THE 2 z ° (HIGH) 60' MAX ABOVE FINISHED FLOOR TO CENTERLINE OF SIGN PAMM a mwo MOM NOW Np7Yl M SPOUT HEIGHT AND N FRONT a' A CHANGE IN LEVEL OF I/2 INCH (13 MM) PA NO REPROMW1Rb. EE 6 a USE o APPROACH 3 E TACTILE CHA2ACTE12S TO BE LOCATED 48' A.F.F. MIN 1/4 KNEE CLEARANCE ° N COLORS OF SIGN MUST HAVE IVErz2TICAL�PLDUS01/4INCH (64 NWll BEVELED. HIM)teWNW W° " Y vanil� APPROACH v CONTRAST WITH SURROUNDING AREA. HOWEVER, IN NO CASE MAY TI-E COMBINED F PER 2012 FLORIDA ACCESSIBILITY M SIGN MOUNTING HEIGHT CHANGE IN LEVEL EXCEED I/2 INCH (13 MNll. _EI----7,--„-n-- ---- CODE FOR BUILDING CONSTRUCTION WATER ^ NO FEWER THAN TWO DRINKING STREAM (a) (b) CHANGES S LEVEL EXCEEDING I/2 INCH DATE:COMMNo: 13 JLLYVB 10"max (13 MM) MUST COMPLY WITH 405 (RAMPS) DATE: 13 JIIY'15 z O 10" max > 10"-240 max OR 406 (CURBS) 8 FOUNTAINS SHALL BE PROVIDED. 4' HIGH F BY: AD ? ONE DRINKING FOUNTAIN SHALL MINIMUM �� (a) (b) CH'KD: PD COMPLY WITH 602.1 THROUGH 602.6 ABOVE —a ------------a AND ONE DRFIGURE 308.3.2 FIGURE 308.2.2 FIGURE 308.3.1INKING FOUNTAIN SHALL OUTLET a. COMPLY WITH 602.7. OBSTRUCTED HIGH OBSTRUCTED HIGH UNOBSTRUCTED ACCESSIBILITY DETAILS SHEET NO. EXCEPTIONI WHERE A SINGLE SIDE REACH FORWARD REACH SIDE REACH DRINKING FOUNTAIN COMPLIES WITH ' 602.1 THROUGH 602.E AND 602.7 IT SHALL BE PERMITTED TO BE SOME TERMS, SYMBOLS AND SPECIFICATIONS DISPENSER ACCESS PljC SUBSTITUTED FOUNTAINS. SEPERATE DRINKING FOUNTAINS AND WATER COOLERS REAGN LIMITS MAY NOT APPLY TO THIS PROJECT. UPDATED 22 FEBRUARY 2013 OF FOUR 0 eotutAuDeEslEtl) Oo. X524 A and 2 kr. RlJS1,�tJL 2Av3 2o01 UL ID) y 1. Steel Column — Column sizes may vary. Max depth 60 in., min flange 4 in. wide by 3/16 In. thick. Min web thickness 0.090 in. All columns to be designed In accordance with AISC specifications. In addition to the above requirements, the weight to perimeter (W/o) ratio shall not be less then 0.27. W=Cross-sectional area (ft2) X 490. D=Perimeter of steel column, (2 x flange width (in.) + (2.X column depth (in.)) - 2. Guts — 7"Of "C" shape girls fabricated from 0,056 to 0,120 in. thick steel. Gins shall be 6 to LO In. deep with 2-1/2 to 3 in. wide flanges. Secured to columns with girt clips, (Item 3). 3. Girt Clips — Fabricated from 3 by 3 by 0.115 In. thick steel. Clips secured to column with 1-112 in, long, 1/2 in. clam bolts and nuts. 4. Steel Wail Panels — No. 26 MSG (min) galy steel 5. Wallboard Attachment Studs — No. 26 MSG (min) gale steel, 1-5/8 In. deep with 1-3/8 In, legs and 1/4 In. sUUening flanges. Studs cut 112 to 3/4 In. less in length than column height. Additional studs located Inside and along flanges and at the web center when column depth exceeds 36 In. 6. Wallboard Attachment Channels — (Not shown) — No. 26 MSG (min) galv steel, 1-5/8 in. deep with nom I in. legs. Required horizontally every 8 it across web only. when column depth exceeds 36 In. 7. Wallboard Attachment Angles — No. 26 MSG (min).gaiv steel, 1-1/2 and 2 In. legs, secured to column with No. 12- 24 by 1-1/2 in. long self drilling screws spaced 24 In. OC vertically. B. Batts and Blankets* — Nom 1 to 2 in. thick mineral wool batts, placed between column nanges and steel wall pane( THERMAFIBER INC — Type SAFE 9. Gypsum Boards - Nom 112 in. thick, 4 R wide. For 1 Hr Rating - Two layers of wallboard to be used. Wallboard applied vertically, attached to steel studs and/or angles with screws spaced 12 in. OC. Horizontal wallboard joints staggered 30 in. OC with screws located 1 in. from the Joint. When column depth exceeds 36 in., wallboard over web applied horizontally. Screws spaced 12 in. oC alternating between Inside and outside flange attachment studs for outer web attachment. Screws spaced L2 In. OC for center web attachment joints staggered 12 in. OC with screws located I In. from joint. For 2 Hr Rating - 1/2 In. thick, three layers, board applied vertically, attached to wallboard studs and/or angles with steel screws, 12 in, oC Horizontal joints staggered 30 In. OC with screws located 1 in. from the Joint. when column depth exceeds 36 In. wallboard over web applied horizontally. Screws spaced 12 In. OC alternating between inside and outside flange attachment channels for outer web attachment. Screws spaced 12 In. OC for center web attachment. joints staggered 12 in. OC with screws located 1 in. from joint. ACADIA DRYWALL SUPPLIES LTD - type C. AMERICAN GYPSUM CO - Types AG-C. CERTAINTEED GYPSUM INC - Type FRPC, Type C,. CGC INC-Types C, ip-x2, IpC-AR. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L LC- T-Ype t6F('C/A•. GEORGIA-PACIFIC GYPSUM L L C - Types 5, DAPC, TG•C. NATIONAL GYPSUM CO - Types-eXP-C, FSK-C, FSW-C. PASCO BUILDING PRODUCTS L L C, OBA PASCO GYPSUM - Type PG-C. PANEL REY S A - Type PRC THM GYPSUM PRODUCTS PCL - Type C. UNITED STATES GYPSUM CO - Types C, LP-X2, IPC-AR. USG MEXICO S A DE C V - Types C, IP-X2, [PC -AR. TECH SOLUTIONS 526.0 CONTINUOUS INSULATION AND 1-HOUR NON -WAD BEARING WALL ASSEMBLY IN ONE PACKAGE: MBMA UL #W404 DESIGN No. W404 Fire Resistance Ratings - ANSIML 263 Non Load Bearing Wall Rating —1 Hr. StrGT/otJ A -A y;} en m .-,r_f-IL Fin h1E W�Wv 1 J v A f t :)`) t C A . Ik t 0fosev LIST)" r —Tt�71J�j 1. Girls - "Z" or "C' shaped girls, minimum 0.056 in. thick steel, minimum 8 inch deep, with minimum 2 In. wide flanges. Girls placed horizontally (with flanges up or down) and spaced maximum 90 in. o.c. Girls are secured to columns with girt clips, Item 2, or bolted to the column through the girt flange. 2. Girt Clips - (optional, not shown) - Steel clips secured to column by welds or bolts. 3. Steel Wag Panels - Minimum No. 26 MSG, minimum 1-1/8 in depth, minimum 36 in, wide coated steel panels. Vertical raised rib profiles of adjacent panels are overlapped and attached to each other with self -drilling or self -tapping screws spaced 30 in. o.c. (max.) along the lap. Metal panel attachment to steel girl using self-ddtling or self -tapping screws spaced 12" o.c. (max) along girt. 3A Brick or Masonry Veneer - (optional, not shown) - Brick or masonry veneer meeting the requirements of local code agencies may be installed over additional furring channels (not shown), Item 4, on exterior of wall in place of steel wall panels. Brick or masonry veneer attached to furring channels with corrugated metal wall ties attached to each furring channel with sleet screws, not more than each sixth course of brick. When a minimum 3-45 in. thick brick or masonry veneer facing is used, the tire resistance rating applies from either side of the wall. 4. Fuming Channels - Hat shaped, minimum 20 MSG galvanized steel, nominally 3 in. wide, I.112 in. deep, spaced maximum 24 in. o.c. perpendicular to gins. Channels are secured to each girt with "in. (minimum) bug self-drilin g sheet steel type screws. Two screws are used at each fastening location, one through each leg of the furring channel. _pla__ 4A. (opbonaq - M ce of the furring channels, the following standard steel7iattimg for rated gypsum board walls may oe used: Brow training (steel studs, runners and their attachment) for support of the gypsum board wall shall be constructed of the materials and in the manner specified in UL Design No. V497. Lateral Support Members - (not shown) -Where required for lateral support of studs, support may be provided by means of steal straps, channels or other similar means as specified in the design of a particular sKeel stud wall system. 5. Wallboard, Gypsum' -Two layers on interior face of wall of any 518 In. thick gypsum wallboard bearing the UL Classification Mark for Fire Resistance. Both layers applied horizontally or vertically. First layer attached to furring channels, Item 4, using 1 in. long Type S bugle head drywall screws spaced 24 in. o.c. maximum vertically and horizontally. Second layer attached to furring channels using 1-5r8 in. long Type S bugle head drywall screws sparred 12 in. O.C. maximum vertically and 24 in. o.c. maximum horizontally. The horizontal Or vertical joins of the wallboard shall be offset 24 in. when 2 successive layers are applied in the same orientation Wallboard joints finished dry or premixed joint compound applied in two coats to joints and screw heads of face layer of gypsum wallboard. Paper or glass fiber tape embedded in first layer of compound over all joints. Sea Wallboard, Gypsum (CKN)Q category for names of manufacturers. "-' 6. Column Protection - (not shown) - Horizontal wall gins, Item 1, are attached to vertical structural steel columns. Sae Column Oesi9n NO X524 or X530 fl protected columns are mqui- 7. Batts and Blankets"- Min. 3.5 in thick (R-10) glass fiber blankets placed in the cavities of exterior walls, and attached to the gifts. As an ahemate, 1" min. Rigid Foam Board, Item 8, shall be permitted, in addition to the glass fiber blankets. See Batts and Blankets (BZJZ) categories for names of manufactu 8. Rigid Foam Board' - (optionalf - Min. 1 in. thick rigid foam OWd (rHERN AX -)• lied hoizontally or vertically within the wall cavity (between steel wag panels and/or gypsum wallboard), on exterkLLdo onl or face only or on both faces. First layer attached to furring channels, Item 4, or to girt, Item I. The following fastener diameter, length and spacing is required for each thickness when THERMAXm Insulation is attached on the metal panel side (see optional details A & C): THERMAX" INSULATION Thickness: • Fastener Diameter and Spacing Required: 1" Min. 24n. long, #12-14 self -drilling or sea -tapping screws spy 12" o.o _a" girt 2" Min. 34M long, #12-14 self-cidging or self -tapping screws spaced 12" o.c. along 9A----.._. g" Min. 44d, long, #1/4-14 self -drilling or self-tapplog screws spaced 12" o.o. Blocs girt 4" 6" long, 41/4-14 self- ldlfl g or self -tapping screws spaced 12" o.c. along gin The following fastener diameter, length and spacing is required for each thickness when THERMAXo' is applied under furring Channels on the interior side (sae optional details B & C) THERMAX" INSULATION Thkknesa: Fastener Diameter and Spacing Required: 1• Min. 2-In, long, 412.14 as"H#ing or self -lapping screws, (2) at each girt bmtiDn through the furring channel "a 2" Min. 3-in. long, #12-14 sae-chglrg or self -tapping screws. (2) at oath gift looedon through the furring channel legs 3" Min 41n. tong, 111/4-14 asif-dr#gng Or aslfdapplrg SCMW14 0 at each girt location tlwough the furring Channel legs 4"-- Min. 5-in. long, 91/4-14 "#lf *#Big or self -tapping aemws, (2) at each girt location through the hiring channel leg See Optional Details A, B and C for allowable configurations. Type THERMAXT"° Sheathing, THERMAXn Ught Duty Insulation, THERMAXTM Heavy Duty Insulation, THERMAX*N Metal Budding Board, THERMAXTu White Finish Insulation, THERMAXI "is Exterior Insulation and THERMAXM Heavy Duty Plus (HDP)' VERTICAL Design No. V421 Non -Loading Bearing Wall Rating -1 and 2 Hr 1. Girts - "Z" or "C" shaped girts, 0.056 to 0.120 in. thick steel, 6 to 12 in. deep, with 2 to 4 in. wide flanges. Girts placed horizontally (with flanges up or down) and spaced maximum 48 in. O.C. Girts are secured to columns with girt clips, Item 2, or bolted to the column through the girt flange. 2. Girt Clips - (Optional, not shown) - Steel clips secured to column by welds or bolts. 3. Steel Wall Pauels - Minimum No. 26 MSG, minimum 16 in. wide coated steel panels. Panel joints offset 6 in. from gypsum sheathing joints. If one layer of exterior wallboard is used, panels are fastened to the horizontal girts with 1 '/2 in. long (min.) No. 12-14 self -drilling screws 12 in. O.C. If two layers of exterior wallboard are used, panels are fastened to the horizontal girls with 2 in. long (min.) No. 12- 14 self -drilling screws 12 in. O.C. Vertical raised rib profiles of adjacent panels are over- lapped approximately 3 in. and attached to each other with 7/8 in. long (min.) 'A - 14 self - chilling screws (stitch screws) 24 in. O.C. (max.) along the lap. 3A. Steel Siding or Brick - (optional, not shown) - For Fire Resistance Ratings from inside wall only, steel siding or brick veneer meeting the requirements of local code agencies may be installed over additional furring channels (not shown), Item 4, on exterior of wall in place of steel wall panels. Brick veneer attached to fur- ring channels with corrugated metal wall ties attached to each furring channel with steel screws, not more than each sixth course of brick. When a. minimum 3 '/. in. thick brick veneer facing is used, the fire resistance rating applies from either side of the wall. 4. Furring Channels - Hat shaped, Minimum 25 MSG galvanized steel, approximately 2 518 in. wide, 7/8 in. deep, spaced 24 in. O.C. perpen- dicular to girts. Channels are secured to each girt with 3/8 in. (min.) long self -drilling pan head sheet steel type screws. Two screws are used at each fastening location, one through each leg of the furring channel. 5. Wallboard, Gypsum* - See table under Item 6 for number of layers on interior face of wall. Any 518 in. thick gypsum wallboard bearing the UL Classification Mark for Fire Resistance. Applied horizontally or vertically. First layer attached to furring channels, Item 4, using I in. long Type S bugle head drywall screws spaced 24 in. O.C. vertically and horizontally, Second layer attached to furring channels using 1 5/9 in. long Type S bugle head drywall screws spaced 12 in. O.C. vertically and 24 in. O.C. horizontally. Third layer, when used, attached to furring channels using Type S bugle head drywall screws spaced 12 in. O.C. vertically and 24 in. O.C. horizontally, 1718 in. long for y2 in, wallboard and 2 I/4 in. long for 5/8 in. wallboard, The horizontal or vertical joints of the wallboard are offset 24 in. when 2 succes- sive layers are applied in the same orientation. See Wallboard, Gypsum (CKNX) category for names of manufacturers. 6. Wallboard, Gypsum* - See following table for number of layers on exterior face of wall. Any exterior grade 518 in. thick gypsum wall- board or gypsum sheathing bearing the UL Classification Mark for Fire Resistance. Applied horizontally or vertically. First layer attached to girts, Item 1, using 1 '/4 in, long (min.) self -drilling buglehead sheet steel type drywall screws spaced 8 in. O.C. horizontally. Second layer, when used, attached to girls using t 5/8 in. long (min.) self -drilling bugle - head sheet steel type drywall screws spaced 8 in. O.C. horizontally. The horizontal or vertical joints of the wallboard are offset 24 in. if 2 suc- cessive layers are applied in the same orienta- tion. Sec Wallboard, Gypsum (CKNX) category for names of manufacturers. *Bearing the UL Classification Marking PLUMBING FIXTURE CALCULATIONS FBC PLUMBING TABLE 4031 OCCUPANCY FACTORY AND INDUSTRIAL I F-I EXISTING BUILDING 29,000 SF / 500 - 58 OCCUPANTS PROPOSED BUILDING 4,692 SF / 500 9 OCCUPANTS 67 TOTAL MALE / FEMALE W.C. I PER 100, 1 REQ'D, 7 PROVIDED LAWS I PER 100, 1 REQ'D, 4 PROVIDED RESTROOMS ARE WITHIN THE EXISTING BUILDING AND ARE ALLOWED PER FBC PLUMBING 403.3.2, AT 120 FEET AWAY I DRINKING FOUNTAIN REQ'D I PROVIDED i SERVICE SINK REQ'D I PROVIDED PROJECT DATA THIS PROJECT SCOPE INCLUDES CONST12UCTIN OF A NEW ONE STORY METAL BUILDING WITH FLOOR ELEVATION AT 48' ABOVE r-r2AnF. TwF= R III r)iNim IS INfg II ATFr) AND WILLSIF-.121FFICZEPATED TO ST0I2EF12UI.T._ FBC 2014 5TH EDITION FBC 2014 5TH EDITION PLUMBING CODE NO RESTROOMS REQ'D., LOCATED IN EXISTING BLDG. NFPA 101 2012 LIFE SAFETY FBC 2014 5TH EDITION MECHANICAL CODE FAC/ADA 2014 5TH EDITION NFPA 7CHI t NEC 2009 EDITION 2014 FFPC OCCUPANCY F-I MODERATE -HAZARD OCCUPANCY, AREA 4,692 S.F. REFRIGERATE WAREHOUSE. TYPE VB-UNPROTECTED, NON-COMBUSTIBLE, MAX. AREA ALLOWABLE PER TABLE 503 IS 8,500 SF. FBC TABLE 601, TYPE VB, FRAME, WALLS, FLOOR, ROOF AT 0 HRS. FIRE RESISTANCE. APPROAC4 TWO BUILDINGS ON SAME LOT WITH ASSUMED PROPERTY LINE PER FBC 704.10 REQUIRES THE EAST WALL OF THE PROPOSED BUILDING TO HAVE A I HOUR RATING, W/ DISTANCE TO ASSUMED PROPERTY LINE AT 5'-1', AND 0 HRS. ON WEST WALL OF EXISTING BUILDING W/ DISTANCE TO ASSUMED PROPERTY LINE AT 10'-I' PER FBC 705.3. PER TABLE- 705.8 5' TO 10' SEPARATION ALLOWS 10% UNPROTECTED OPENINGS, HOWEVER, PER FBC 705,E1.1 (EXCEPTION 2) EXT. WALLS CAN HAVE LIMITED UNPROTECTED OPENINGS, IN ADDITION, PER FBC 704.10, 10' OF ROOF WEST OF I HOUR WALL REQUIRES I HOUR ASSY. Fire Resistance from Both Sides of Wall Bung Layers m. ayers318 in. Gypsum Wallboard Gypsum Wallboard (Item 5) (Item 6) on Interior Face on Exterior Face 1 1 i 2 2 2 2 3 1 7. Column Protection - (not shown) - Horizontal wall girts, Item 1, are attached to vertical structural steel columns. See Column Design No. X524 for protection of columns. 8. Batts and Blankets* (optional, not shown) - Glass Fiber Batts placed in the cavities of exterior walls. See Batts and Blankets (BZJZ) category for names of manufacturers. r ,i 4.692 SE- ;y;SWR� � Q SPIRv* - ��0r�6�4 \ \\ W M i� 29,000 S Fire Resistance from Inside of Wall Only afmg Byers 2 in. —Layers 3/8-in, Gypsum Wallboard Gypsum Wallboard (Item 5) (item 6) on interior Face on Exterior Face I 3 0 Rating avers in. , yers 3N1a. Gypsum Wallboard Gypsum Wallboard (Item 5) (Item 6) on interior Face on Exterior Face 2 4 0 4. Joint Tape and Compound - (optional, not shown) - Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screw heads of face layer of gypsum wall- board. Paper or glass fiber tape embedded in first layer of compound over all joints. *Bearing the UL Classification Marking 3 fo)LAAD/Nip @-ion 25 tPAMi AC 8. 37/0 ( — f 6 14't{�'jM4/A7r= LM101A161 2o'MrT C , l(2ttlI��FA``�,,lS LAyN61 '`' �f�iuii�L>,l4- AO7,ISu W ,AND MTAt141P 8Y cdwtm . �1gCIS7it3(t 0(95) S0-T-ex ftVs0%;e Ai At�i1,►pQ -iv f:xwNvF--- G 4:ii�e 1403 APA A04 1 ;„ , • xy THESE PLANS AND ALL i ROpOSSO f 0j,,: r t*a � A} ,B,marRwArltM if.taBMMt _ _ _ ARE SUBJECT TO ANY CORAECTICNS .,�"� ? Jir REOUIREo BY PIEL© NSPSCXpis THAT OASI 10AY BE NECi WAlY IN O!{DIBit r0 st.e= COMPLY WITH ALL APPLICABLE CODES, ICr LJtltt,�,AP 4 + S i T& �A NLAKI -P GIY/L- 7.i�s11 /ill FBC TABLE 1004.1.1 OCCUPANT LOAD WAREHOUSE 1600 - 9 OCCUPANTS FBC TABLE 1013.1 NO GUARDRAILS AT LOADING DOCK REQUIRED PER EXCEPTION (1). FBC TABLE 1015.1 ONE EXIT REO'D. <49 OCCUPANTS. TWO EXITS PROVIDED. FBC TABLE 1016.1 EXIT TRAVEL DISTANCE MAX. W/O SPRINKLERS - 200' (102' MAX, PROVIDED) FBC 1008.1.1 DOOR WIDTHS PROVIDED ARE 36" W/ 34' CLEAR OPENINGS. FBC PLUMBING 403.3.2 EXISTING ADA TOILETS ARE LOCATED < 500' AWAY IN EXISTING BLDG. FBC 705.11 NO PARAPETS REQ'D BETWEEN BUILDINGS, EXCEPTION (3) NON-COMBUSTIBLE MATERIALS. NFPA 101, 40,1.21.2 SPECIAL - PURPOSE INDUSTRIAL OCCUPANCY NFPA 101, 7.21 DOORS COMPLY WITH REQUIREMENTS. NFPA 101, 40.223 STAIRS COMPLY W/ 7.22. NFPA 101, 40.24.1.1 TWO EXITS PROVIDED AS REQ'D. NFPA 101, TABLE 40,26 MAX. TRAVEL DISTANCE ALLOWED 300' W/0 SPRINKLERS, 50' MAX. PROVIDED. NFPA 101, 40.3.5 NO EXTINGUISHING REQUIREMENTS. PROVIDED (2) IOABC WALL HUNG EXTINGUISHERS. SPRAY FOAM INSULATION SEE NOTED SECTION B/A-4, FOR APPLICATION OF SPRAY FOAM WITHOUT A PRESCRIPTIVE THERMAL BARRIER AND APPLYING A FIRE RETARDANT INTUMESCENT COATING OVER THE FOAM, COMM. NO:040515V6 DATE: 13 J.1Y 15 BY: AD CH'KD: PD SHEET N0, A-1 8F FOUR KtUtlVLU AUG 1 P Nb DETAIL, SCALE, 1 1/2' - I'-O' OPTIONAL GRATE ON I"XI' RECESS — ° ►Rv TRENCH DRAIN W/ Ye PER FOOT BOTTOM SLOPE TO CENTER OUTLET 4. Q 4 ° _III' DETAIL AT TRENCH DRAIN KALE, I I/2' - 1'-0' REF. 24" MIN. TO IST RISER 12- HANDRAIL STEEL OR ALUM. GUARDRAIL / HANDRAIL. SHOP DRAWINGS REO'D. I V DIA. HANDRAIL AT 36' 2 A-2 LESS DETAIL SCALE, N.T.S. N 4" FACE ["NOSING Vl us---------- — — — — — ---- — -�°-- A'-2" 1'-O DETAIL AT STAIR 2/`AI M 1/O' . I'-(Y DFF. TI-II' 4" ICYNENE APPLIED TO INSIDE FACE OF SIDING, W/ CONTINUOUS COVERAGE OF WALL GIRTS AND VERTICAL COOS TO AVOID TF E12MAL BREAKS. MECHANICAL EQUIPMENT SCHEDULE TWO CENTURY NSB25M7 CONDENSING UNITS. 2288 LBS. EACH Il FOUR KRACK SM27A-1296 EVAPORATOR BLOWER COILS. 1250 LBS EACH A T HANDRAILS AND GUARDRAILS SHALL COMPLY W/ FBC 1607.8.1 ` TO RESIST A LINEAR LOAD OF < 50 POUNDS PER LINEAR FOOT AND PER FBC 1607.8.1.1 j CONCENTRATED LOAD OF 200 POUNDS Q J 0 of —Ys' STEP DOWN AT DOOR 10'X20' FTG. W/ 2 #5'S BOT. NEW CO LOADING m RE AD6 21 lot W T, N PTI-I D WEST ELEVATION WEST, NORTH AND WOUTN ELEVATION WALLS SCALE, 1/8' - 1'-O' SCALE, 1/8' - 1'-O' a® +2(Y-a EAVE I-EIG-IT SCALE 1/8' - I' -0' SCALE, 1/8' - I'-O' EXISTING BUILDING ,,k 423'-Ia THE,c PWIS AND ALL PROPOSGD WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECXmS THAT UAY BE "ECP9"Y IN OWN TO COMPLY WITH ALL APPLICABLE CODES. } Y 4a o Z W H m W t00 ' Q to 0N 0 m N I~ Q to Z p I Z a 0 porn W c g °.O Lo a j�`^ 0: N <N U (L � FW— Q W v Z U �m .. W J a JxOz to W 2 W :o > a U < U N S Of Of o z Q a N U O oc �— �( U LL O Q Q rn Q ~gym ly _ ly LL O �Z- LL8~ LL -j ® F- 0 W O IIx w O a W z z 0 LA W a 0 a z ® _IL II Y 'IF THESE Pura AND TE WQF&WnON SHOIM HMN ME THE P VM OF SAW NEI M SNW kSNIF M P.A. AND REPRON,d M OgCLOS M N USE 7HUM N DIOIE OR N W 6 pPgEMY PRo- Now SSIHOUI wffm PNRNS6N COMM. NO; 040515VB DATE: 13 JULY '15 BY: AD CH'KD: PD SHEET NO. A-3 OF FOUR RAFTER SEGMENT BEARING END FRAME END POST AND SPLICE (By-pass Girts) 'FEn 7► i n , , A-4A-4 A-4 CORNER POST BY-PASS GIRTS P150PI (j COANA 0/3 �U�L1A)a fid A�� PI�IZ 61" f PJ ! NT✓ 7 r4Lr µ cw "` P ��oo�r><I� �IJAAir'JJ�S �r�� A.P - �— EAVE STRUT EAVE STRUT DETAIL (High Side COLUMN Single Slope Building) D*ETAL END WALL + *'. CLIP GIRT FLAT SURFACE INSET GIRTS AT CORNER COLUMN DEPTH IS LIMITED TO 9" FOR FLUSH WALL CONDITION - COLUMN a - - � �aliyoni i7 WALK DOOR GIRTS AT WALK DOORJAMBS �Tr N-r6, gio:� slur. A-2- FRAMI OPENI JAMB GIRTS AT FRAMED OPENING JAMBS - IL16 m7z., r 6ff-r, A _Z A�-4 END POST EXTENSION RAFTER _; �("DOGLEG") CLIP _ WITH VERTICAL SLOTS IEFo COL END POST END POST AT RIGID END FRAME (By-pass Girls) �L. A,J6t�E A " LaApwa v04 want i I I ti BY-PASS GIRT CANOPY PURLINS AS EAVE STRUT 7 REQUIRED BY DESIGN r EAVE CANOPY GUTTER PURLIN (OPTIONAL) OUTLET EAVEJ (SHOWN) TRIM OR RETURN. CANOPY DOWNSPOUT RAFTER OPTIONAL WALL RIGID PANELS-- I I FRAME EAVE LINE CANOPY— EXPOSED RAFTER PBR PANEL ,. � 72" 1'R' u: R N --- _. _ 14 I� A q, C/Af� -- A sue-► i No • V42 I UL;ft* A-4 �$-4- THESE PLAINS AND ALL PROPOSED WOW ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD NSPECXRS THAT MAY BE NEC@9SA2Y IN OPZM TO COMPLY WITH ALL APPLICA3LE CODES, 13 A-� �✓ GAYI�I "11 it fiYp • TiW5 FA 4W PeR Ul. w Z °- w cn H m W :D (O Q N N O POWER DRIVEN (n FASTENER Q ® I W M M In z I Z Q v CL QI NO PANEL NOTCH H Z O IS REQUIRED Q m LLL. ^ J CL BASE ANGLE/TRIM Q � J UQ Z. U } m w Z Q TA MO w S W co > o_ 14- A a n CONTINUOUS PURLINS - �1-r k'� sfrr ,a-9— A FILE COPY OL A Mj> 16A) NO X ! ` 41 IcyNtiv!5 `) z�Y"4WS "Zo-w57 Z . (tea-c zv3lt�ta 1=i✓.a�u1�.ot✓tu An2t. APPLE' (z4 M IL WVr) a>~ W 3_t0107UNt 0'i" Sri/30 >�. {`fit y1J)) JF. qqjO`%`'' 1y,1�t 1 # 1,4"P TO 1L 1�1"ft .}fie {y�a1 t /C/' / d g �Xy�% ! oC'_ �h:ViN 1'. �. IN6r .. ___ ... -... dYii'r/v' ViF.Fi"U, ��l`/�!✓c� a o I d (-4 M!L o P: DC 'AND DoW `A 5oW'70/3 '?(a.v AQI> .�LlrYit �" .7 Mcc ,@" 6MA UL. # vtE 404- '� .. 1 17A1 x _;1J PE Z F✓ corsL RA 1 A0 LAG 17* - 11 4&A* fi*VAf Ash ptA/J5 � 51 ANA - 11_110 AUG 2 1 RECD 0,11 II Y 15 THESE PLANS AN na MRMKMN MW HMN ARE YN PA NO R PROMCWK DMUMMIS OR US REI®F M MRIW NPoER1M 4 fIFR N MONISM 6 uP1E�Y PRD X91FD gUf n90N COMM. N0:040515VB DATE: 13 JLLY 15 BY: AD CH'KD: PD SHEET NO. A-4 OF FOLK .0 C7 CL 5 U Q rn 0 v 6i LO 0 N m 0 0 PAP-LO L LO r 0 N t O) CL STRUCTURAL NOTES C. THAT THE DELEGATED ENGINEER HAS UNDERSTOOD THE DESIGN INTENT -3602 POST —INSTALLED ANCHORS: —5111 WELDING: ELECTRONIC VERSIONS OF STRUCTURAL DRAWINGS ARE THE SOLE, AND HAS USED THE SPECIFIED STRUCTURAL CRITERIA. (NO DETAILED CHECK 1. POST —INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED WELDING SHALL BE DONE BY WELDERS WITH CURRENT CERTIFICATION USING COPYRIGHTED PROPERTY OF TRC WORLDWIDE ENGINEERING, INC. ELECTRONIC WILL BE MADE). ON THE DRAWINGS. ASTM E70 SERIES ELECTRODE FOR SHOP WELDING A36 STEEL, AND E70 VERSIONS OF DRAWINGS ARE NOT TO BE USED OR TRANSFERRED WITHOUT OF CALCULATIONS SERIES LOW HYDROGEN ELECTRODES FOR ALL WELDING OF HIGH STRENGTH THE EXPRESS, WRITTEN PERMISSION OF TRC WORLDWIDE ENGINEERING, INC. D. THAT THE CONFIGURATION SET FORTH IN THE STRUCTURAL SUBMITTALS 2. CONTRACTOR SHALL OBTAIN APPROVAL FROM ENGINEER OF RECORD STEELS AND FOR FIELD WELDING. IS CONSISTENT WITH THE CONTRACT DOCUMENTS. (NO DETAILED CHECK OF PRIOR TO USING POST —INSTALLED ANCHORS FOR MISSING OR MISPLACED —1010 GENERAL : CAST —IN —PLACE ANCHORS. WELDS SHOWN ON STRUCTURAL DRAWINGS ARE MINIMUM DESIGN STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB DIMENSIONS OR QUANTITIES WILL BE MADE). REQUIREMENTS. THE FABRICATOR'S SHOP DRAWINGS SHALL REFLECT WELDS SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, 3. CARE SHALL BE GIVEN TO AVOID CONFLICTS WITH EXISTING REBAR IN ACCORDANCE WITH AWS REQUIREMENTS. AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR DEPRESSIONS, AND SUBMITTALS NOT MEETING THE ABOVE CRITERIA WILL NOT BE REVIEWED. WHEN DRILLING HOLES. HOLES SHALL BE DRILLED AND CLEANED PER THE OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. MANUFACTURER'S INSTRUCTIONS. All FULL PENETRATION GROOVE WELDS SHALL BE INSPECTED BY ULTRASONIC DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY —2011 FOUNDATIONS: SEE THE FOLLOWING REPORT FOR COMPLETE GEOTECHNICAL 4. UNLESS SPECIFIED OTHERWISE, ANCHORS SHALL BE EMBEDDED IN THE TESTING. ALL OTHER WELDS SHALL BE VISUALLY INSPECTED WITH 25% ULTRASONIC TESTED UNLESS NOTED OTHERWISE. SEE SPECIFICATIONS FOR DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER RECOMMENDATIONS AND INSTALLATION PROCEDURES. APPROPRIATE SUBSTRATE WITH A MINIMUM EMBEDMENT OF 8 TIMES THE ADDITIONAL REQUIREMENTS. BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE IS DESIGNED TO BE SELF—SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIEDOWNS. —1061 DESIGN LOADS: THE STRUCTURAL SYSTEM FOR THIS BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. FIFTH EDITION (2014). THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD 20 psf. DEAD LOAD 8 psf. (PER METAL BLDG) DEAD LOAD 2.5 psf. (AVAILABLE TO RESIST UPLIFT) MECH. EQUIPMENT — WEIGHTS AS SHOWN WIND: ASCE 7-10 AlRISK CATEGOR II EXPOSURE B VDIt = 15H 18 M Vasd = ( 18 MPH � ENCLOSED BUILDING GCpi = +/— 0.18 LOADING DOCK AREA = OPEN BUILDING ALL GLAZED OPENINGS ARE PROTECTED OR IMPACT RATE -1120 SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR'S FIELD ENGINEER PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE GOOD QUALITY REPRODUCIBLE AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARCHITECT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE REPRODUCIBLES AS REQUIRED FOR DISTRIBUTION. ENGINEER'S REVIEW STAMP WILL BE PROVIDED TO CONTRACTOR IN ELECTRONIC FORMAT AND SHALL BE APPLIED TO ALL DRAWINGS PRIOR TO SUBMITTAL. THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. CHANGES AND ADDITIONS MADE ON RE —SUBMITTALS SHALL BE CLEARLY FLAGGED AND NOTED. THE PURPOSE OF THE RE —SUBMITTALS SHALL BE CLEARLY NOTED ON THE LETTER OF TRANSMITTAL. ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO THOSE ITEMS CAUSING THE RE —SUBMITTAL. SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL FRAMING SHOWN ON THESE DRAWINGS INCLUDING, BUT NOT LIMITED TO: CONCRETE MIXES, CONCRETE AND MASONRY REINFORCING, STRUCTURAL STEEL AND CONNECTIONS, STEEL DECK , LIGHT GAGE FRAMING, WOOD ROOF TRUSS FRAMING -1121 SHOP DRAWINGS FOR SPECIALTY ENGINEERED PRODUCTS: THE FOLLOWING SYSTEMS AND COMPONENTS AS A MINIMUM REQUIRE FABRICATION AND ERECTION DRAWINGS PREPARED BY A DELEGATED ENGINEER: LIGHT GAGE STEEL EXTERIOR WALL SYSTEMS, ALUMINUM WALL SYSTEMS, GLAZED CURTAIN WALLS, PREFABRICATED STEEL STAIRS & RAILINGS, ARCHITECTURAL PRECAST CONCRETE ELEMENTS, STRUCTURAL PRECAST SYSTEMS, GLASS FIBER REINFORCED CONCRETE PANEL SYSTEMS, OPEN WEB STEEL JOISTS, STRUCTURAL STEEL CONNECTIONS REQUIRING ENGINEERING, TILT —WALL ERECTION DRAWINGS. SUBMITTALS SHALL CLEARLY IDENTIFY THE SPECIFIC PROJECT AND APPLICABLE CODES, LIST THE DESIGN CRITERIA, AND SHOW ALL DETAILS AND PLANS NECESSARY FOR PROPER FABRICATION AND INSTALLATION. CALCULATIONS AND SHOP DRAWINGS SHALL IDENTIFY SPECIFIC PRODUCT UTILIZED. GENERIC PRODUCTS WILL NOT BE ACCEPTED. SHOP DRAWINGS AND CALCULATIONS SHALL BE PREPARED UNDER THE DIRECT SUPERVISION AND CONTROL OF THE DELEGATED ENGINEER. SHOP DRAWINGS AND CALCULATIONS REQUIRE THE IMPRESSED SEAL, DATE AND SIGNATURE OF THE DELEGATED ENGINEER. COMPUTER PRINTOUTS ARE AN ACCEPTABLE SUBSTITUTE FOR MANUAL COMPUTATIONS PROVIDED THEY ARE ACCOMPANIED BY SUFFICIENT DESCRIPTIVE INFORMATION TO PERMIT THEIR PROPER EVALUATION. SUCH DESCRIPTIVE INFORMATION SHALL BEAR THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER AS AN INDICATION THAT HE/SHE HAS ACCEPTED RESPONSIBILITY FOR THE RESULTS. SEPIAS DO NOT REQUIRE SIGNATURE AND SEAL. THE STRUCTURAL ENGINEER WILL RETAIN ONE SIGNED AND SEALED BLUELINE PRINT FOR RECORD. DRAWINGS PREPARED SOLELY TO SERVE AS A GUIDE FOR FABRICATION AND INSTALLATION (SUCH AS REINFORCING STEEL SHOP DRAWINGS OR STRUCTURAL STEEL ERECTION DRAWINGS) AND REQUIRING NO ENGINEERING DO NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. CATALOG INFORMATION ON STANDARD PRODUCTS DOES NOT REQUIRE THE SEAL OF A DELEGATED ENGINEER. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD OF SUBMITTALS IS LIMITED TO VERIFYING THE FOLLOWING: A. THAT THE SPECIFIED STRUCTURAL SUBMITTALS HAVE BEEN FURNISHED. B. THAT THE STRUCTURAL SUBMITTALS HAVE BEEN SIGNED AND SEALED BY THE DELEGATED ENGINEER. PROJECT NO. 15-1194.00 PREPARED BY: GFA INTERNATIONAL TITLED: REPORT OF GEOTECHNICAL EXPLORATION, PROPOSED ONE—STORY STORAGE BUILDING AT RIO CITRUS, NE CORNER OF KINGS HWY & ANGLE RD, ST LUCIE COUNTY, FLORIDA DATED: JUNE 19, 2015 THIS REPORT SHALL BE CONSIDERED PART OF THE CONTRACT DOCUMENTS FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 psf. —3102 FORMWORK AND SHORING: NO STRUCTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST TWO THIRDS OF THE 28 DAY DESIGN STRENGTH. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RESHORES SHALL MEET THE REQUIREMENTS SET FORTH IN ACI STANDARDS 347 AND 301. —3103 PLUMBING SLEEVES: SLEEVE LOCATIONS AND SIZES MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. MINIMUM SLEEVE SPACING SHALL BE THREE DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, WHICHEVER IS GREATER. SLEEVES OR GROUPS OF SLEEVES 16 INCH IN DIAMETER AND LARGER SHALL BE TREATED AS A SLAB OPENING AND REINFORCED PER TYPICAL OPENING REINFORCING DETAILS. EMBEDDED CONDUITS: LOCATIONS AND SIZES OF CONDUIT MUST BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. WITHIN SLABS, BEAMS OR WALLS, CONDUIT SHALL OCCUPY ONLY THE MIDDLE ONE THIRD OF THE MEMBER DEPTH OR THICKNESS. MAXIMUM CONDUIT O.D. FOR SINGLE CONDUITS OR SUM OF O.D.'S FOR MULTIPLE CONDUITS THAT CROSS SHALL BE NO LARGER THAN ONE FIFTH THE SLAB DEPTH. —3104 CONSTRUCTION JOINTS: ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINT FROM THAT SHOWN ON THE PLANS MUST BE REVIEWED BY THE ENGINEER. ALTERNATE OR ADDED CONSTRUCTION JOINT LOCATIONS ARE ACCEPTABLE ONLY AS A CHANGE ORDER, WHICH WILL INCLUDE ENGINEERING CHARGES BY THE ENGINEER OF RECORD FOR REDESIGN OF THE STRUCTURE, SHORING, ETC. —3201 REINFORCING STEEL: SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS, SECURE APPROVAL OF SHOP DRAWINGS PRIOR TO COMMENCING FABRICATION. —3202 WELDED WIRE FABRIC: TO CONFORM TO ASTM A 185, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND SPECIFICATIONS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. USE OF FLAT MANUFACTURED SHEETS IS RECOMMENDED. -3301 CONCRETE: CONCRETE SHALL BE PER APPROVED MIX DESIGNS PROPORTIONED TO ACHIEVE A STRENGTH AT 28 DAYS WITH A PLASTIC AND WORKABLE MIX AS FOLLOWS: 3000 PSI FOR FOUNDATIONS 4000 PSI FOR OTHER STRUCTURAL CONCRETE CONCRETE SHALL BE PLACED AND CURED ACCORDING TO ACI STANDARDS AND SPECIFICATIONS. SUBMIT PROPOSED MIX DESIGN WITH RECENT FIELD CYLINDER OR LAB TESTS FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENTS OF ASTM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH THE REQUIREMENTS OF ASTM STANDARD C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING WATER IS ADDED UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED ONE AND ONE HALF (1 1/2) HOURS. IF FOR ANY REASON THERE IS A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DISCARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING ASTM STANDARD C309 TYPE 1—D AND SHALL HAVE A FUGITIVE DYE. THE COMPOUND SHALL BE PLACED AS SOON AS THE FINISHING IS COMPLETED OR AS SOON AS THE WATER HAS LEFT THE UNFINISHED CONCRETE. SCUFFED OR BROKEN AREAS IN THE CURING MEMBRANE SHALL BE RECOATED DAILY. CALCIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY WITH THE APPROVAL OF THE ENGINEER. CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. IF ACCEPTED, PEA ROCK PUMP MIX USE IS LIMITED TO VERTICAL ELEMENT POURS AND BEAM POURS LESS THAN 60 LINEAL FEET PER POUR. CONCRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK UP DATA AS PER CHAPTER 5 OF ACI 318. —3304 CONCRETE TESTING: AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: a)ASTM C143 "STANDARD TEST METHOD FOR SLUMP OF PORTIAND CEMENT CONCRETE." MAXIMUM SLUMP SHALL BE 5 INCHES. b)ASTM C39 "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS." A SEPARATE TEST SHALL BE CONDUCTED FOR EACH CLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(S) QUANTITIES AND TEST AGE AS FOLLOWS: 1 AT 3 DAYS 1 AT 7 DAYS 2 AT 28 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH IS ACHIEVED, THE ADDITIONAL CYLINDER(s) MAY BE DISCARDED. NOMINAL ANCHOR DIAMETER OR THE EMBEDMENT REQUIRED TO SUPPORT THE INTENDED LOAD. ANCHORS SHALL BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AT NOT LESS THAN MINIMUM EDGE DISTANCE AND/OR SPACINGS INDICATED IN THE MANUFACTURER'S LITERATURE. 5. SUBSTITUTION REQUESTS, FOR PRODUCTS OTHER THAN THOSE LISTED BELOW, SHALL BE SUBMITTED TO THE ENGINEER WITH CALCULATIONS THAT ARE PREPARED & SEALED BY A REGISTERED PROFESSIONAL ENGINEER SHOWING THAT THE SUBSTITUTED PRODUCT WILL ACHIEVE AN EQUIVALENT CAPACITY USING THE APPROPRIATE DESIGN PROCEDURE REQUIRED BY THE BUILDING CODE. 6. ACCEPTABLE PRODUCTS ARE: A. EXPANSION ANCHORS FOR NON —CRACKED CONCRETE ONLY: — WEDGE —ALL (WA), BY SIMPSON STRONG —TIE — KWIK BOLT 3, BY HILTI B. CRACKED CONCRETE MECHANICAL ANCHORS: — STRONG —BOLT (STB), BY SIMPSON STRONG —TIE — KWIK BOLT (TZ), BY HILTI C. SCREW ANCHORS: — TITEN HD (THD), BY SIMPSON STRONG —TIE — HUS—H, BY HILTI D. ADHESIVE ANCHORS: a) FOR ANCHORING INTO SOLID BASE MATERIAL (CONCRETE AND GROUT —FILLED CMU): — ACRYLIC —TIE (AT) — SET EPDXY —TIE (SET) WITH RETROFIT BOLTS (RFB), BY SIMPSON STRONG —TIE — HIT RE 500, BY HILTI b) FOR ANCHORING INTO HOLLOW BASE MATERIAL (HOLLOW CMU): — CONTACT ENGINEER OF RECORD 4203 MASONRY WALLS: MASONRY UNITS SHALL MEET ASTM C 90 FOR HOLLOW LOAD BEARING TYPE MASONRY WITH UNIT STRENGTH OF 1900 psi ON THE NET AREA (f'm 1500 psi). MORTAR SHALL BE TYPE "M" OR "S" AND MEET ASTM C 270. GROUT SHALL BE 2000 psi MINIMUM COMPRESSIVE STRENGTH AND MEET ASTM C 476. PROVIDE HOOKED DOWELS IN FOOTINGS FOR VERTICAL REINFORCING ABOV E. VE. LAP SPLICES 48 BAR DIAMETERS. BLOCK CELLS SHALL BE GROUT FILLED WITH VERTICAL REINFORCING BARS AT CORNERS, INTERSECTIONS, EACH SIDE OF OPENINGS OVER 4 FEET WIDE, AND AS SHOWN ON THE PLANS. DOWELS SHALL BE USED TO PROVIDE CONTINUITY INTO THE STRUCTURE ABOVE AND/OR BELOW, UNLESS NOTED OTHERWISE. USE METAL LATH, MORTAR, OR SPECIAL UNITS TO CONFINE CONCRETE AND GROUT TO AREA REQUIRED. MASONRY SHALL BE LAID IN RUNNING BOND PATTERN UNLESS NOTED OTHERWISE. INTERSECTING WALLS SHALL BE INTERLOCKED WITH RUNNING BOND UNLESS NOTED OTHERWISE. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR 0 WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. CONTROL JOINTS SHALL BE PROVIDED IN CONCRETE MASONRY CONSTRUCTION AT A SPACING OF 1.5 TIMES THE WALL HEIGHT OR 25 FEET, WHICHEVER IS SMALLER. LOCATE CONTROL JOINTS TO ALIGN WITH CONTROL JOINTS IN FINISH MATERAILS WHEREVER POSSIBLE. CONTROL JOINTS SHALL NOT BE PLACED WITHIN COLUMNS, LINTELS OR SPANNING BEAMS. HORIZONTAL WALL REINFORCING SHALL BE STOPPED EACH SIDE OF CONTROL JOINTS. SEE ARCHITECTURAL DRAWINGS FOR SEALANT REQUIREMENTS AT CONTROL JOINTS. SUBMIT PROPOSED GROUT MIX DESIGN FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBER OR OTHER POSITIVE IDENTIFICATION. GROUT SLUMP SHALL BE BETWEEN 8 AND 11 INCHES. USE OF SUPERPLASTICIZER IS PROHIBITED. CELLS TO BE GROUT FILLED SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL GROUT SPACE. CLEANOUT OPENINGS SHALL BE PROVIDED AT THE BOTTOM OF CELLS TO BE GROUT FILLED IN EACH POUR IN EXCESS OF 5 FEET IN HEIGHT. ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE INSIDES OF SUCH CELL WALLS. THE CLEANOUTS SHALL BE SEALED BEFORE GROUTING, AFTER INSPECTION. —5101 STRUCTURAL STEEL: ROLLED SHAPES SHALL CONFORM TO ASTM A-572 OR A-992 GRADE 50 AND "THE SPECIFICATION FOR DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS" BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, INC. SHOP CONNECTIONS TO BE WELDED (UTILIZING E70XX ELECTRODES) AND FIELD CONNECTIONS TO BE BOLTED, UNLESS OTHERWISE NOTED ON STRUCTURAL DRAWINGS. STEEL SHALL RECEIVE ONE SHOP COAT AND ONE FIELD TOUCH UP COAT OF APPROVED PAINT, EXCEPT WHERE GALVANIZING IS INDICATED ON THE DRAWINGS. STRUCTURAL TUBING SHALL CONFORM TO ASTM A 500, GRADE B, Fy = 46 ksi. STRUCTURAL PIPE SHALL CONFORM TO ASTM A 53 GRADE B, TYPE E OR S, Fy = 35 ksi. BEAM CONNECTIONS TO TUBE COLUMNS SHALL BE A.I.S.C. THRU—PLATE TYPE UNLESS SHOWN OTHERWISE. SEE PRE—ENGINEERED METAL BUILDING DRAWINGS FOR ALL CONNECTION REQUIREMENTS U.N.O. —5104 MACHINE AND LAG BOLTS: SHALL BE A 307 HOT DIPPED GALVANIZED WITH GALVANIZED WASHERS. UNLESS NOTED OTHERWISE ON THE DRAWINGS, GROOVE WELDS SHALL BE FULL PENETRATION. PROVIDE FILLET WELDS AT CONTACT POINTS BETWEEN STEEL MEMBERS SUFFICIENT TO DEVELOP THE ALLOWABLE TENSILE STRENGTH OF THE SMALLER MEMBER AT THE JOINT UNLESS DETAILED OTHERWISE ON THE DRAWINGS. 13120 PRE ENGINEERED METAL BUILDING: THE PRE ENGINEERED METAL BUILDING SHALL CONSIST OF ROOF DECK, RIGID FRAMES, BRACING, METAL WALL PANELS ON FRAMING, CANOPY FRAMING, GUTTERS AND DOWNSPOUTS, AND FLASHING. DEVIATION FROM BAY SPACING SHOWN ON THE PLANS SHALL NOT BE PERMITTED TO SUIT MANUFACTURERS STANDARDS. THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER TO SUSTAIN THE DESIGN LOADS SPECIFIED AS A STAND ALONE STRUCTURE. THE DESIGN SHALL BE IN ACCORDANCE TO AISC AND AISI SPECIFICATIONS AND MBMA "METAL BUILDING SYSTEMS MANUAL" DESIGN PRACTICES, LATEST ISSUES. THE MANUFACTURER SHALL BE REGULARLY ENGAGED IN METAL BUILDING DESIGN AND MANUFACTURING. CURRENT MBMA MEMBERS ARE APPROVED, OTHERS SHALL SUBMIT PRODUCT DATA FOR REVIEW. COLUMNS SHALL BE DESIGNED AS UNBRACED BY THE MASONRY. LONGITUDINAL WIND BRACING SHALL BE DESIGNED TO TRANSFER LOADS TO FOUNDATIONS. FRAME AND GIRT MEMBERS PROVIDING LATERAL SUPPORT FOR MASONRY WALLS SHALL BE DESIGN WIND LOADINGS PER FLORIDA BUILDING CODE AND SHALL BE SIZED TO LIMIT LATERAL DRIFT TO H/150. SHOP DRAWINGS AND A LETTER OF CERTIFICATION SHALL BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION, AND SHOP DRAWINGS SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INDICATE THE DESIGN LOADS, LOAD PATH AND JOB NAME AND NUMBER. THEY SHALL INCLUDE DRAWINGS OF THE FRAMING MEMBERS WITH THE CONNECTIONS, THE ANCHOR BOLT PLAN AND REACTIONS. STANDARD CUT SHEETS OF THE ABOVE ARE NOT ACCEPTABLE. STANDARD CUT SHEETS MAY BE SUBMITTED FOR SECONDARY FRAMING CONNECTION DETAILS, FLASHING AND SHEETING DETAILS, etc. 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 CLR — CLEAR MECH'L — MECHANICAL CMU — CONCRETE MASONRY UNIT MTL — METAL COL — COLUMN MIN — MINIMUM CONIC — 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 WWF — WELDED WIRE FABRIC I DRAWING INDEX DWG NO. DESCRIPTION 1 S1.0 STRUCTURAL NOTES & ABBREVIATIONS 2 S1.1 TYPICAL DETAILS, SCHEDULES 3 S2,0 FOUNDATION & FLOOR PLANS 4 S3.0 SECTIONS & WIND DIAGRAM THESE PLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRID BY FIELD INSPECIORS THAT MAY BE NECESSARRY IN OfRDLR TO COMPLY WITH ALL APPLICABLE CODES. C(R) WORLDWIDE ENGINEERING INC w Y a o z LLI m U, a =) to V1 O) C)L)CV m N o o ~Q4 Zpl za w 0 O-0) p 0-0LO a M �` ^ J N . U CL LLJ t= J Qv z= >_m.. �La J Q OZ Lnw2 w to > CL IN F— z — O_ Q U L_ O a LO rn Q r F 3 0 L�zw `L O Q w L:D 4 Of Ooo V LL- N L� 1- U w O w O CL li Vl z g o Vl 0 w w oc � to I ao i a z © MAY '1 5 THESE PLANS AND THE INF TMN SHOWN HEREIN ARE THE PA AND RENCU O7MN9, DRCIONRES OR IRE TNO W N WHNE NI N PNe R �Y PRO- HTMm Nnaer MIEN PONRsox. CERTIFlCATE OF AUTHORIZATION NO. 27322 COMM. NO: 040515VB 2011 South 25th Street, Suite 211 DATE: 16 JULY, 2015 FORT PIERCE, FL 34947 BY: DAB PHONE: (772) 466-3773 CH'KD: DOC ® 2015 - TRC Worldwide Engineering, Inc. All rights reserved. www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 15FTPO10 SHEET NO. SRO® OF FOUR EL. JOINT SLAB —1 8"x8" THICKENED - EDGE WITH (1)-#4 CONT (MIN) .. 41 6x6-W1.4xW1.4 WWF 1" NOSING M1 't1/� a a . 8"x8" THICKENED EDGE WITH (1)—#4 \\,� CONT (MIN) PAVEMENT OR SLAB ISOLATION JOINT Al TYPICAL STAIR SLAB ON GRADE SCALE: Y4"=1'-O" CAST IN PLACE REINF CONC TIE BEAM, WH DESIGNATED "TB" ON PLAN, PROVIDE AS A MINIMUM AT ALL BEARING WALLS. (2)#5 MIN-T PLACE METAL LATH OR WIRE SCREEN OVEF CORES NOT TO BE FILLED (SHEET METAL AND FELT PROHIBITED) PROVIDE HOOK ON VERTICAL INTO TOP OF BEAMS WITHOUT WALL ABOV VERTICAL REINFORCING W/ MATCHINGDOWELS IN FOUNDATION. SEE PLANFOR SIZE AND LOCATION. LAP 48 BAR DIAMETERS. HORIZ LADDER -TYPE JOINT REI AT 16"C/C STARTING AT FIRST COURSE ABOVE FOUNDATION. LAP SPLICES 6" USE PREFAB L's AND T's AT WALL INTERSECTIONS GROUT FILLED CELL. PLACE AND CONSOLIDATE GROUT IN 5 FT LIFTS. GROUT SOLID ALL CELLS BELOW GRADE. MORTAR CROSS WEB ADJACENT TO FILLED CELLS ASTM C-90 CMU's � %` I i FOUNDATION -tz I #3 TIES 048" C/C MAX. SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS AT GROUT FILLED CELL LOCATIONS. FOR WALLS OVER 4 FT HIGH TYPICAL MASONRY WALL CONSTRUCTION DETAIL SCALE: N.T.S. FOOTING SCHEDULE FOOTING MARK FOOTING SIZE WxLxD REINFORCING REMARKS OA 3'-0"x3'-Ox1'-2" (4)#5 TOP Al MONOLITHIC OB 3'-0"x3'-6x1'-2" (5)#5 TOP WEW 0 3'-0"x4'-Ox1°-2" (5)#5 TOP © 2'-3"xCONTx1'-O" (3)#5 BOTT. CONT; #5018" C/C TRANS 2'_O"xCONTxl'-� (3)#5 BOTT. CONT; #5024" C/C TRANS AT STAIR WALL CONCRETE PIER SCHEDULE PIER ID. NO. PIER SIZE REINFORCEMENT REMARKS P1 16"x16" (4)#7 VERTICAL #3 TIES 0 12" C/C P2 16"x24" (6)#7 VERTICAL (2) #3 TIES 0 12" C/C P3 16"02" (8)#7 VERTICAL (2)#3 TIES 0 12" C/C ° 2" CLR TO VERT TYP 4 BARS COLUMN TIESH�4 DOWELS SHALL BE THE SAME SIZE AND NUMBER AS COLUMN REINFORCING IJ (TYP) \�\! TIE SPACING (MAX) a' d o ° dd e a ° a Gn ° d O CONCRETE COLUMN BASE DETAIL SCALE: %4"=1'-0" CORNER BARS TO MATCH FOOTING REINFORCEMENT CORNER TYPICAL STRIP FOOTING REINFORCING nnKIT THRU PADS PLAN AT PAD PERPENDICULAR NG INTERSECTION DETAIL EDGE OF 4" MIN SLAB el,2 NOTE: IF ONLY ONE HAIRPIN IS INDICATED ON PLAN PLACE BEHIND OUTSIDE ANCHOR RODS. .Ti. 1. FOR X & Y ANCHOR BOLT DIMENSIONS - o� n�—u Q AWINGS U. .0. 2. AT LOCATIONS NEAR SLAB EDGES, ADJUST OR STRAIGHTEN LEG NEAR EDGE (PROVIDE MIN 3" COVER) THFeE PLANS AND ALL PROPOSSO WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPEC70RS THAT Ia.4Y HE wCP35AINY IN ORM TO COMPLY WITH ALL APPLICABLE CODES. WALL 12" PREMOLDED OR PIER F LLER ISOLATION JOINT (I.J. rJOINT FILLER LO N, I /-SAW CUT CUT ALTERNATE CROSS WIRES AT JOINT SAW CUT AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE. (4 TO 16 HOURS AFTER POUR) CONTROL JOINT (C_.J.) M METAL KEY JOINT OR FORMED KEY WAY ISTRUCTION JOINT (K.J• REINFORCING TYPICAL STEPPED FOOTING DETAIL WELDED WIRE FABRIC 1 SEE PLANS FOR REQUIRED REINFORCEMENT. TYPICAL SECTION THRU (SEE PLANS FOR SIZES AND LOCATIONS) to z z 0 0 Vl �y W ix LJ � a I 00 a z 0 MAY '15 THESE PLANS AND THE INPoPIAOON SHOWN HEREIN APE TIE vmPfRW a MUM MNSs DEW AR]NFDIS. PA AND FEPRc IWON% DISMOSMIS OR OSE naff N WWU OR N PNO a W rMY NO- HIRM wnmff wwm pasamRl. DE ENGINEERING INC WORLDWI CERTIFICATE OF AUTHORIZATION NO. 27322 COMM. NO: 040515VB 2011 South 25th Street, Suite 211 DATE: 16 JULY, 2015 FORT PIERCE, FL 34947 BY: DAB PHONE: (772) 466-3773 CH'KD: DOC ® 2015 — TRC Worldwide Engineering, Inc. rm rights reserved. SHEET NO. www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE o DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 15FTPOIO nC F(111R I 5 rd 3 2 Al Al C B A 0 46' 0" (15-10" 1 - " 21'-10" 21'-10" P2 P3 T P2 - - - - - - - - - - - -+ - - - - - - - - - - - - - - - - - - - - - — — — — — — — — — I �----0 --Q 0 J------0 ---0 O L O CF1 CF1 g CF1 I I I I II I I I I I I II I I o I M i l i CF1 I I I I I I P2 I op, P1 LJ LJ O O 0 I CF1 U) I I ZCOMPACTED FILL N I SEE NOTES I I I I II I I I I P1 P1 0 l t I I li I I 0 I I 01 ' CF1 N I I 1 I II I S3.0 I CF1 P1 op,------ - - - -- - -T — I OA q A I i S3.OSIM I I I I II I I I I Ni CFt CFt I I IIX XI I I i I I I p1 P1 II I I I �O 0L . I II I II I I I II I II I 6 I CF1 CF1 N i I i I II I I I I I I II I II I I P2 I Q I I I .0 LO CF Q FOUNDATION PLAN SCALE: Y6"=1'-O" 4 EXISTING BUILDING 4 EXISTING BUILDINC U 5 0 1. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTUAL DRAWINGS 10 BEFORE COMMENCING CONSTRUCTION. ALL DISCREPANCIES SHALL BE N BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER. FOR SLAB, SLOPES, STEPS AND ADDITIONAL INFORMATION SEE ARCHITECTURAL DRAWINGS. 2. ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS REFER TO ( 0'-0") REFERENCE ELEVATION WHICH IS 24.10 FEET NGVD. 3. TOP OF FOOTINGS SHALL BE ELEVATION (-5'-0"), UNLESS SHOWN THUS ( ) 4. CONCRETE SLABS ON GRADE SHALL BE CAST ON WELL COMPACTED, `t TREATED SOIL AS FOLLOWS: A. AREAS WITH FORK LIFT TRAFFIC SHALL BE 6" THICK MINIMUM, REINFORCED W/(2) LAYERS OF 6x6 W2.5xW2.5 WELDED WIRE FABRIC S PLACED AT TOP & BOTTOM THIRDS OF SLAB. CONCRETE Vc = 4000 PSI AND MAX W/C RATIO = 0.5 CURE CONCRETE. SEE NOTE #10. B. OTHER SLAB AREAS SHALL BE 4" THICK MINIMUM REINFORCED " W/(1) LAYER OF 6x6 W1.4xW1.4 WELDED WIRE FABRIC PLACE AT TOP THIRD OF SLAB. CONCRETE Vc = 3000 PSI. r1 N PROVIDE TOOLED OR SAW -CUT CONTROL JOINTS (C.J.) PER DETAIL ON SHEET S1.1. JOINT PATTERN SHALL BE APPROXIMATELY 2 SQUARE AND LIMITED TO AN AREA NOT EXCEEDING 225 SF. SEE ARCHITECTURAL DRAWINGS FOR SLOPES. PROVIDE W.W.F. IN SHEETS WITH S3 CHAIRS AND SAND PLATES FOR SUPPORT. 5. CENTERLINES OF COLUMNS SHALL COINCIDE WITH THE FOUNDATION CENTERLINES UNLESS SHOWN OTHERWISE. 3 6. I.J. INDICATES ISOLATION JOINT, SEE DETAIL SHEET S1.1. 7. C.J. INDICATES CONTROL JOINT, SEE DETAIL SHEET S1.1. 8. K.J. INDICATES KEYED CONSTRUCTION JOINT, SEE DETAIL SHEET S1.1. 9. SEE SHEET S1.O FOR STRUCTURAL NOTES; SEE SHEET S1.1 FOR FOOTING AND CONCRETE PIER SCHEDULES. 10. SLAB DESIGN IS BASED ON MAX FORKLIFT WHEEL LOADING OF 7.5 0 KIPS MIN WHEE NTACT AREA - 5 IN' (HARD RUBBER). 11. R1 - INDICATES (2)#5 HAIRPINS x 5'-0" LONG. i'-0„ Of R2 - INDICATES (2)#5 HAIRPINS 3'-O" �1 R3 - INDICATES (1)#4 HAIRPIN x 4'-0" LONG. 2 A Y4sB0" 21'-10" „ 1 -------------------- --t_ - P2 i P3 P2 t R1 R1 R1 II � � I I Al KJ I o U Ca ow II N N I I I I I I I I Al P1 Q1 A P1 I KJ KJ II IIII P2 I l 1 R3 R1 I R1 KJ I I I II I I I I I I I I I 6' CONC SLAB ON COMPACTED FILL it i i SEE NOTES I I I O I I P1 i I I P1 I I � I I R2 I 3 , N I I Q I I I I R1 3.0 i I I I I I IiK EL +0'-0" I i i W-r T/CONC SLAB I I I az I I I rn o ' i ° TERMITE TR� ,TMENT REQUIRED I I I I nl Irj--------- z I i i w I I a QQ I I In C, I / " I I P1 i R2 R1 � II I I II I I I I I I I r I I I I I II I I ..—..—..—..—.. _.._..-T II I I I I FLOOR TRENCH SEE DETAIL S1.1 I CJ (TYP) EE NOTES II I � II II I I I I I I 0 I l in II N , I I I I I' P2 THESE PLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD INSPEC761% THAT MAY BE NECeNA2y Iro OP4 M TO COMPLY WITH ALL APPLICABLE CODES„ I I `R2 I R1 I YRN yRIATMENT REQUIRED I II I Q � I R1 -R 1 R1 R3 R3 fit P2 ----------li L I - P1 5 S3.0 ------ 4" SLAB CONC SIDEWALK SEE ARCH I I Al FLOOR PLAN SCALE: Y6"=1'-0" 0 I t 1 5.0 SIM 4 EXISTING BUILDING SEE ARCH FOR SLOPE RQMTS THIS AREA �OH EXISTING BUILDING II � U WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUTHORIZATION NO. 27322 2011 South 25th Street, Suite 211 FORT PIERCE, FL 34947 PHONE: (772) 466-3773 ® 2015 — TRC Worldwide Engineering, Inc. All rights reserved. www.trcww.com TO THE BEST OF MY KNOWLEDGE AND ABILITY, THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLICABLE MINIMUM BUILDING CODES. FILE No. 15FTP010 } W ^ Y a o Z w m L Q N 04 CD (n N a N 1-- m N ooro ZQQ Z Q 0 porn W o rLON 2 LM ^ N U CL 2 v Fw-- J Q Z = rm U Uj OR -1 a WOO Lo LMJ 2 W cn > d a o U F- = U In a D_ VZ�•2 ti 4�.�tj w LU 'nnnlM ry U O O_ Q U LL O Q 'n QH3r`ti J O_ rn L` _ W LL Q Yc) �za O W 0�� LL ONo U w w O d li 0 o g W ' W N � I a � a z © MAY '15 T E waa AND THE INFORMATION SHOWN HEREIN ME 7HE � w FOVEA pNE1NN NNDEY MNMNFDIA PA " RSX03ticno , ofsaDS11RE5 m ➢SE WE W N NINE OR N FM B NE MY NEF WIND viamm foI aDEEmoN. COMM. NO:040515VB DATE: 16 JULY, 2015 BY: DAB CH'KD: DOC SHEET NO. MOO OF FOUR w Y a o Z OL w m Ld n to EPDXY DOWELS CONC SLAB ON GRADE V) #5024 C/Cx24" LONG LIMITS OF PRE-ENG - SEE PLANS Q p „ w N M NEW CONC INTO EXIST SLAB 6" B METAL BLDG BY EL SEE PLAN v1 tO < It SLAB ON a HAIR PINS 0] 1n o Z_ a I COMPACTED uj SEE PLANS = z SPECIALTY ENG *!°% _ " _ ° � _ " T/GONG SLAB Z a O K — Jt. —. X. — X — i " — " . " x -" .-nx - - " --- r w POUR DOWN *L . �. 2 // // // a J O N FILL BASE PLATE & ° o 0 8"x8" CONC j �1 / / _ a �^ ANCHOR BOLTS n 4i \ to PER METAL BLDG n, d \ j AA/ Aj A/; 3 NOTE / AA�AA/VAA /A/A/ EXISTING SPECIALTY ENG .: // 1/V/�/�V/��`' CONTRACTOR COORD DIM o CONT. //�� COMPACTED FILL IU U� VERIFY ALL EXISTING CONDITIONS THICKENED / \/ \ STRUCTURE j 2//\\//\\//\\/ W/DRAIN SYSTEM RQMTS W 0 _ \/ J Q PRIOR TO CONSTRUCTION. REPORT DWGS /� \/\/\/ SLAB ON GRADE * oEE ALL DISCREPANCIES IMMEDIATELY SLAB 8"x8" d /\\%/\\//\\//\�/ SEE PLAN -0 MAX. o o \ 3" 0 /\/\/\/ a 8" CMU WALL REINF Z U r m La TO FOR W/(2)#4 ° /��//�A/�� W/#5024" C/C HOOKED -j Q O Z COMPACTED NOTE: INTO SLAB. FULLY GROUT M O CONC PIER SEE FILL • - " • - x - x° N. " - " CONTRASHORE CTOR WALL ALL CELLS IN WALL STOP w > a NEW CMU d. "-" " �+ - -- �.-x W PLANS EXTEND ° ,• * �" + ///\/// WHILE COMPACTING CMU 1" BELOW TOP OF WALL VERT REINF & -J 2 I - - --- /\\j` FILL i //\ BEYOND HOOK INTO SLAB \/ ; e ° `\// o z 9 6" //\\ °.d #4016 I cn Ld o ,/AA�\ ° a \///� OPTIONAL CONST 6�� q" C/C /%/% Vim. U NEW CMU l z VA/VA/\ �� �• AV JOINT �I�—a` WALL SEE ////// ° ° ///�j�//�///. �. VA i= v�i PLAN d 6" BED EXISTING \ \ \ \ \\/\ 4 #4 2 O ° CONT CONC = a ° . ° a ° ° FOUNDATION d \% CONT CLR ° ° FOOTING SEE ❑ ° ° / PLANS Q a ° . \/ Q /V/ ° ° \ \ \ \ \ _ EPDXY (2)#5 DOWELS x24" U INTO EXIST FOUNDATION SECTION AT TYPICAL COLUMN PIER SECTION AT TRENCH DRAINON AT PERIMETER WAII • 1 SCALE: U2• W SCALE:=1' -L W` tr: p: �U176 O ~ Oc �T�TTIIIITT ITTYY V / N� RAILING SYSTEM 4" SLAB ON & CONN BY _ GRADE SEE SPEC ENG U NOTES 8x8 MIN K - % - M ,x, - x x THICKENED EDGE O SEE ARCH DINGS° • / x + x W/(2)#4 CONT ALLOWABLE & TYPICAL DETAILS / //\\ i // //. 1 FOR ADDITIONAL iVv 2 /A STAIR ON GRADE and Component Cladding Wind Pressures REQUIREMENTS p Roof Zones Wall Zones °� 8" CMU WALL \ %// W/#5032" C/C ® 3° Effective Area ( 0 O ® 0 z O ° 1— za 1c 2a 10 ft"-2 —24 —41 —61 —24 —30 _ _ Q 22 22 O ° d ° • VA�VA/VA/VA/VAA/. O 0 20 ft 2 -24 -37 -51 -23 -28 / \\\/\\\/\\\//\\\/�/ LL U) 21 21 a d ° -6 50 ft"-2 -23 -31 -37 -22 -25 d ° ° // • 20 20 TYP A/ A�-A� x CONT FOOTING J O O 100 ft-2 -22 -26 -26 -21 -23 q . d SEE PLAN LL- Z L�.i q 19 19 R • • Q LLLI za —� O 2 � LL ��o O O O O O STRENGTH v w 0 ® O Component and Cladding Wind Pressures 5 SECTION AT STAIR ON GRADE SCALE: CL Roof Zones Wall Zones WIND PRESSURE ZONE DIAGRAM Effective Area O O O ® O 10 ft"-2 -41 -68 -102 -40 -49 NOTE: AT ZONES 1a, 2a & 3a, USE SUCTION PRESSURES 1, 2 & 37 37 3 RESPECTIVELY ON TOP SIDE OF COMPONENT, AND ADD WALL E&s PRESSURE ZONE 4 TO COMPONENT UNDERSIDE. 20 ft"'2 -40 -61 -85 -38 -46 CHI,... PLANS AND ALL PROP085D WORK ARE SUBJECT TO ANY CORRECTIONS 35 35 REQUIRED BY FIELD INSPEM"IS THAT 50 ft"-2 -38 -51 -61 -36 -42 MAY BE NECE"NA2Y IN ORM iaj 33 33 COMPLY WITH ALL APPLICAME CCA'; C3' 100 ft-2 -37 -44 -44 -34 -39 31 31 U. a U APPLY PER FIG. 6-11 ASCE 7. EDGE ZONE WIDTH a= 4.5 FEET. PRESSURES BASED ON ENCLOSED BUILDING fA 4 (GCpi=0.18); ALL WINDOWS AND DOORS TO MEET SMALL & LARGE z o c MISSILE REQUIREMENTS. N M W W O) 'Q N FILE C I\ Q c0 W 3 a z v 0 U) 0 MAY '15 THESE KANS AND 6 THE INFOWNTION SHOWN HFTIEM ME THE 0 a PA ND NlPRWUCIptS. 06flOAFE OR USE iNFiEOF N •IOIE OR N PIRI a WFFS6LY PI°- H9RD MTIIIOOr wximH PEwiF.wwL LO �1 R rm WORLDWIDE ENGINEERING INC. CERTIFICATE OF AUTHORIZATION NO. 2732E COMM. NO:040515VB 2011 South 25th Street, Suite 211 DATE: 16 JULY, 2015 in FORT PIERCE, FL 34947 BY: DAB N PHONE: (772) 466-3773 2 CH'KD: DOC U 0 02015 - TRC Worldwide Engineering, Inc. al rights reserved. SHEET NO. WIND DIAGRAM AND WIND CALCULATIONS OF MY KNOWLEDGE m o BEST F��1C11 (� SCALE: NTS. DEPICTED ON THEE PLANS COMPLIES �WITH O v ABILITY, THE COMPLETED STRUCTURE u? THE APPLICABLE MINIMUM BUILDING CODES. LO FILE No. 15FTP010 OF FOUR 0 LIGHTING FIXTURE SCHEDULE LAMPS BALLAST SYMBOL TYPE DESCRIPTION NO. TYPE WATT TYPE VOLTAGE MOUNTING REMARKS 8' LED STRIP FIXTURE. 1 LED 146 - 277 CBDNG A HE WILLIAMS '75-8-LED-PH170/840-EDD PH-UNV' 35001( - SUSPENDED 1 2 Al 8' LED STRIP FIXTURE SAME AS TYPE 'C' EXCEPT WITH EMERGENCY LIGHTING BATTERY PACK. 1 LED 35001( 146 - - 277 CEILING SUSPENDED 1 2 EM O EXTERIOR SCONE SPECIFIED BY OWNER 1 MH 100 _ 277 WALL 35001t MOUNTED SINGLE FACE THERMOPLASTIC EXIT SIGN/IJGHT WITH WHITE HOUSING AND RED LETTERS PROVIDE - LED - DUAL UNIVERSAL ® DIRECTIONAL ARROWS AS INDICATED. MCPHILBEN 'CXXL1' SERIES. PROVIDE FIXTURE WITH A _ 90 MINUTE BATTERY BACK UP. NOTES: OVERIFY CEILING TYPES PRIOR TO ORDERING FIXTURES. GENEREAL NOTE: NO SUBSTITUTIONS TO THE LIGHT FIXTURE SCHEDULE CONTAINED IN THESE DOCUMENTS WILL BE CONSIDERED WITHOUT PRIOR REVIEW OINSTALL FIXTURE ON SINGLE STEM ADJUSTABLE SWIVEL HANGERS WITH AND/OR APPROVAL BY THE ARCHITECT AND ELECTRICAL ENGINEER. BOTTOM OF FIXTURE AT 20'-0". ELECTRICAL SPECIFICATIONS AR - GENERAL A. THE CONTRACTOR SHALL SUPPLY AND INSTALL ALL NEW ELECTRICAL WORK INDICATED. CONSTRUCTION SHALL BE IN ACCORDANCE WITH DRAWINGS AND APPLICABLE SPECIFICATIONS. IF A PROBLEM IS ENCOUNTERED IN COMPLYING WITH THIS REQUIREMENT, CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER AS SOON AS POSSIBLE AFTER DISCOVERY OF THE PROBLEM AND SHALL. NOT PROCEED WITH THAT PORTION OF THE WORK UNTIL ARCHITECT/ENGINEER HAS DIRECTED CORRECTIVE ACTION TO BE TAKEN. B. THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BID AND FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATIONS INSTALLATION AND MAKE PROVISIONS AS TO THE COST THEREOF. C. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRIC CODE (AS ADOPTED BY THE AUTHORITY HAVING JURISDICTION) AND ALL CODES AND ORDINANCES OF THE AUTHORITY HAVING JURISDICTION. THE SPECIFICATION, CODES AND STANDARDS LISTED BELOW ARE UTILIZED IN THIS PROJECT. 1. NATIO14AL ELECTRICAL CODE (NFPA-70) 2. CODE FOR SAFETY TO LIFE (NFPA-101) 3. STANDARD FOR THE INSTALLATION, MAINTENANCE AND USE OF LOCAL PROTECTIVE SIGNALING SYSTEMS (NFPA-72) 4. UNDERWRITERS' LABORATORIES (UL) 5. NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA) 6. AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) 7. FEDERAL SPECIFICATION (FED. SPEC.) 8. INSULATED POWER CABLE ENGINEERS ASSOCIATION (IPCEA) 9. FLORIDA. BUILDING CODE. 2010 EDITION 10. INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS (IEEE) 11. CITY OF VERO BEACH BUILDING CODE. (AMENDMENTS TO FLORIDA BUILDING CODE 2014) 12. ADDITIONALLY, DESIGNS, WORK PRACTICES AND CONDITIONS MUST CONFORM WITH THE OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 (OSHA) D. DO NOT SCALE THE ELECTRICAL DRAWINGS. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL EQUIPMENT. CONFIRM WITH OWNER'S REPRESENTATIVE. E. IT IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF CONSTRUCTION. THE CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SYSTEM AND PROVIDE ALL REQUIREMENTS NECESSARY FOR EQUIPMENT TO BE PLACED IN PROPER WORKING ORDER. F. CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FROM A PERIOD OF NOT LESS THAN ONE YEAR FROM DATE OF ACCEPTANCE. G. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THERE BY. H. ALL REQUIRED INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERT''I DAMAGE FOR THE DURATION OF THE WORK. CONTRACTOR SHALL PAY FOR ALL PERMITS, FEES,INSPEC11ONS AND TESTING. CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. THE TERM "PROVIDE" USED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS SHALL MEAN THAT THE CONTRACTOR IS TO FURNISH, INSTALL AND CONNECT COMPLETE. PART 2 - PRODUCTS A. MINIMUM WIRE SIZE SHALL BE #12 A.W.G. (EXCEPT AS NOTED OTHERWISE FOR CONTROL WIRING). ALL CONDUCTORS SHALL BE 98% CONDUCTIVITY, COPPER WITH "THHN-TIAWN" INSULATION UNLESS OTHERWISE NOTED. B. ELECTRICAL METALLIC TUBING (EMT) SHALL BE OF BEST QUALITY STEEL, SMOOTH INSIDE AND OUT AND SHAIJ. BE HOT -DIPPED GALVANIZED. C. OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS L IN WET OR DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. D. RIGID NONMETALIC CONDUIT SHALL BE SCHEDULE 40 PVC. 9: ALL MATERIALS SHALL BE NEW AND BEAR UNDERWRITERS' LABELS WHERE APPLICABLE. F. PANELBOARDS: 1. CURRENT CARRYING BUSES SHALL BE COPPER. GROUND BUS BARS SHALL BE COPPER. 2. ALL CIRCUIT BREAKERS SHALL BE BOLT ON. PLUG-IN BREAKERS ARE NOT ACCEPTABLE. 3. CIRCUIT BREAKERS USED AS SWITCHES IN FLUORESCENT OR HID LIGHTING CIRCUITS SHALL PE LISTED AND MARKED "SWD" 4. AL- CIRCUIT BREAKERS FEEDING MECHANICAL EQUIPMENT SHALL BE HACR TYPE. 5. A.I.C. RATINGS SHALL BE AS INDICATED ON PANELBOARD SCHEDULES. 6. ALL PANELBOARDS SHALL BE FURNISHED WITH PLASTIC LAMINATE NAMEPLATES WITH 1/4" EP',k,VED LETTERING FOR PANEL IDENTIFICATION. 7. ALL PANELBOARDS SHALL BE PROVIDED WITH TYPE -WRITTEN DIRECTORY OF BRANCH CIRCUIT DESIGNATIONS. G. DISCONNEr1 SWITCHES SHALL BE H.P. RATED, HEAVY DUTY, QUICK -MAKE, QUICK -BREAK. ENCLOSURES SHALL BE Hr"MA-1 FOR INDOOR LOCATIONS, NEMA 3R FOR OUTDOOR LOCATIONSOR AS OTHERWISE NOTED. H. MOTOR SiAHiERS SHALL BE MANUAL OR MAGNETIC AS INDICATED ON THE ELECTRICAL DRAWINGS, WITH OVERLOAD RELAYS IN EACH PHASE. WIRING DEVICE:; (GENERAL PURPOSE RECEPTACLES AND WALL SWITCHES) COLOR SHALL BE COORDINATED WITH CLIENT. PART 3 �__rLXECUTION A. COLOR CODING OF CONDUCTORS SHALL BE AS FOLLOWS: 1. 208/120 VOLTS, 3 PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BLACK, 1 RED AND 1 BLUE. GROUNDED (NEUTRAL) CONDUCTOR; WHITE. GROUNDING CONDUCTORS SHALL BE GREEN. 2. 480/277 VOLT, 3-PHASE, 4-WIRE SYSTEM: UNGROUNDED CONDUCTORS: 1 BROWN, 1 YELLOW, AND 1 PURPLE. GROUNDED (NEUTRAL) CONDUCTORS; GREY. GROUNDING CONDUCTORS SHALL BE GREEN. 3. BRANCH CIRCUIT WIRING (#6 AND SMALLER) SHALL BE COLOR CODED BY CONTINUOUS INSULA1ION COLOR AND FEEDERS AND SERVICES (#4 AND LARGER) SHALL BE CODED AT ALL JUNCTION OR PULL POINTS (EXCEPT LB'S OR LBD'S) USING COLOR MARKERS OR PLASTIC TAPE MANUFACTURED I• FOR TI'E PURPOSE, B. WIRING MF..T1IODS 1. All CONDUCTORS SHALL BE INSTALLED IN ELECTRICAL METALLIC TUBING (EMT) UNLESS OTHERWISE NOTED, SPECIFIED OR AS SPECIFICALLY PROHIBITED BY THE AUTHORITY HAVING JURISDICTION. ALL FITTINGS AND COUPLINGS FOR EMT CONDUIT SHALL BE ALL STEEL RAIN TIGHT COMPRESSION TYPE OR ALL STEEL CONCRETE TIGHT SET SCREW TYPE. 2. SCHEDULE 40 PVC CONDUIT, WITH FITTINGS AND COUPLINGS APPROPRIATE FOR THE USE, SHALL BE INSTALLED UNDERGROUND OR BELOW SLABS ON GRADE. 3. TYPE MC CABLE WITH ALUMINUM ARMOR AND INTERNAL GROUND IS ACCEPTABLE FOR USE AS GENERAL BRANCH CIRCUIT WIRING FOR CIRCUITS 20 AMPERES OR LESS AND CONCEALED IN WALLS OR ABOVE SUSPENDED CEILING AND AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. C. ELECTRICAL SYSTEM SHALL BE COMPLETE AND EFFECTIVELY GROUNDED AS REQUIRED BY THE LATEST EDITION OF THE N.E.C. AND LOCAL CODES. D. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY ENGINEER/ARCHITECT. E. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. F. THE ELECTRICAL INSTALLATION SHALL MEET ALL STANDARD REQUIREMENTS OF POWER AND TELEPHONE COMPANIES, AND SHALL BE FULLY COORDINATED WITH THEM PRIOR TO COMMENCEMENT OF WORK. G. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES, AND WIRING DEVICES, FOR ALL OUTLETS AS INDICATED. H. MATERIALS, PRODUCTS, AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND SUCH AS APPEAR ON THE UL LIST OF APPROVED ITEMS AND SHALL MEET OR EXCEED THE REQUIREMENTS OF NEC, NEMA, AND IECE. CONTRACTOR SHALL SUBMIT AT LEAST FIVE (5) SETS OF SHOP DRAWINGS OR CUT SHEETS OF LIGHTING FIXTURES, SWITCHES, AND OTHER ELECTRICAL ITEMS FOR APPROVAL BY ENGINEER/ARCHITECT. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CUTTING AND PATCHING REQUIRED OF HIS WORK. K. ALL LAY -IN LIGHTING FIXTURES SHALL BE SECURED TO THE SUSPENDED CEILING GRID AT EACH CORNER. L. CONTRACTOR SHALL COORDINATE WITH MECHANICAL DRAWINGS AND PROVIDE ALL NECESSARY CONTROL WIRING. M. ALL ELECTRICAL POWER WIRING FOR THE HVAC SYSTEM INCLUDING WIRING THRU LINE VOLTAGE CONTROL DEVICES SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. N. CONDUCTORS FOR BRANCH CIRCUITS SHALL BE INCREASED FROM SIZES INDICATED ON PANEL SCHEDULES TO PREVENT VOLTAGE DROP EXCEEDING 3% AT THE FARTHEST DEVICE. LOADS FOR DETERMINING CONDUCTOR SIZE SHALL PE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. CONTACT ENGINEER OF RECORD FOR ALL RUNS IN EXCESS OF 100 FT. FOR DETERMINATION OF WIRE SIZE. I. FOR BID PURPOSES, INCREASE WIRE BY ONE (1) WIRE SIZE FOR RUNS 100 FT. TO 200 FT. AND TWO (2) WIRE SIZES FOR RUNS OVER 200 FT. & FEEDER CONDUCTORS SHALL BE INCREASED FROM SIZES INDICATED ON RISER DIAGRAM TO PREVENT VOLTAGE DROP EXCEEDING 2i LOADS FOR DETERMINING CONDUCTOR SIZE SHALL BE BASED ON ACTUAL CONNECTED LOAD OR 80% OF BREAKER SIZE, WHICHEVER IS GREATER. P. THE CONTRACTOR SHALL CONFIRM WITH THE ELECTRICAL UTILITY COMPANY ANY AND ALL REQUIREMENTS SUCH AS: METERING EQUIPMENT REQUIREMENTS AND METERING EQUIPMENT LOCATION, TRANSFORMER SIZE AND LOCATION OR SERVICE POINT, CONDUIT ENTRY AND LUG SIZE RESTRICTIONS. THE CONTRACTOR SHALL SCHEDULE ALL REQUIRED DOWN TIME FOR THE OWNERS CONFIRMATION. Q. ANY CONFLICTS AND DESCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK. R. PER NEC 210.8(B)(2) ALL 15- AND 20-AMPERE, 125-VOLT RECEPTACLES IN NONDWELLING-TYPE KITCHENS TO BE GFCI PROTECTED. ELECTRICAL SHEET INDEX EO.1 ELECTRICAL NOTES, LEGEND & INDEX E2.1 LIGHTING PLAN E3.1 POWER PLAN E5.1 ELECTRICAL RISER DIAGRAM ELECTRICAL LEGEND TELEPHONE OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. $ MOUNTED ABOVE COUNTER, SEE ARCHITECTURAL DRAWING FOR SPECIFIC REQUIREMENTS. TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. 0 MOUNT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. ® TELEPHONE/DATA OUTLET WITH 3/4" CONDUIT RUN TO THE NEAREST STUD WALL AND STUBBED OUT FROM WALL 6" ABOVE CEILING. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. TELEVISION OUTLET WITH 3/4" CONDUIT STUBBED OUT FROM WALL 6" ABOVE CEILING. MOUNT AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS OTHERWISE NOTED. () 20 AMP SINGLE RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF i OUTLET UNLESS NOTED OTHERWISE. (Il) 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF li OUTLET UNLESS NOTED OTHERWISE. 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED AT 18" A.F.F. TO CENTER LINE OF OUTLET UNLESS NOTED OTHERWISE. qpGFI 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH GROUND FAULT CIRCUIT INTERRUPTER, MOUNT AT 18" A.F F. TO CENTER LINE OF OUTLET. UNLESS NOTED OTHERWISE. {{}} 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) MOUNTED ABOVE COUNTER li SEE ARCHITECTUAL DRAWINGS FOR SPECIFIC REQUIREMENTS. 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. Dt 20 AMP QUADRUPLEX RECEPTACLE (NEMA 5-20R) WITH ISOLATED GROUND, MOUNT AT 18" A.F.F. TO CENTERLINE OF OUTLET UNLESS OTHERWISE NOTED. ® 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), RECESS FLOOR MOUNTED. PROVIDE BRASS COVER PLATE AND CARPET FLANGE. fi 20 AMP DUPLEX RECEPTACLE (NEMA 5-20R), CEILING MOUNTED. SPECIAL-PURPOSE RECEPTACLE Q JUNCTION BOY. Qj P SINGLE GANG JUNCTION BOX FOR POWER CONNECTION TO MODULAR FURNITURE SYSTEM INSTALL IN EXACT MANNER AS DIRECTED BY FURNITURE SUPPLIER. Q DOUBLE GANG JUNCTION BOX FOR TELEPHONE/DATA CONNECTION TO MODULAR FURNITURE 1� SYSTEM. INSTALL IN z X11CT MANNER AND LOCATION AS DIRECTED BY FURNITURE SUPPLIER. EXTEND (') 3/4" EMPTY CONDUITS FROM JUNCTION BOX TO ABOVE CEILING AND TERMII�.dli WITH INSULATING BUSHING 6" FROM WALL. 0 TELE/POWER POLE FOR TELEPHONE/DATA/POWER CONNECTION TO MODULAR FURNITURE 8 WIRE SYSTEM (&E I ETAIL THIS SHEET). INSTALL IN EXACT MANNER AND LOCATION AS DIRECTED BY F'JI NI URE SUPPLIER, WIREMOLD CATALOG # 25DTP-4D W/IVORY FINISH. ® SPECIAL PURPOSE RECEPTACLE MOUNTED BELOW RAISE FLOOR. EF EXHAUST FAN. SEE MECHANICAL DRAWINGS FOR SPECIFICATIONS. SINGLE POLE, 20 AIAr, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. 3 3-WAY, 20 AMP, SWITCH. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. $D SINGLE POLE, 20 AMP, SWITCH WITH DIMMER. MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. M MOTOR RATED SWITCH SID OOCCUPANCY SWITCH, WATTSTOPPER, MOUNT 46" A.F.F. TO CENTERLINE OF SWITCH UNLESS OTHERWISE NOTED. TWO POLE, 30 AMP SVOITCH. MOUNT ADJACENT EQUIPMENT TO BE CONTROLLED. /04 WP T/C RE E A.F.F. • LV FACTORY MOUNTED DISCONNECT/STARTER (SEE MECHANICAL SCHEDULE) FUSIBLE DISCONNECT SWITCH A = POLES, B= FRAME SIZE, C= FUSE RATING FUSIBLE MOTOR STARTER DISCONNECT SWITCH A = POLES, B= NEMA SIZE, C= FUSE RATING GROUNDING ELECTRODE & CONDUCTOR SYSTEM TRANSFORMER ELECTRICAL PANELBOARD WEATHERPROOF 11ME CLOCK RELOCATED EXISTING TO REMAIN ABOVE FINISH FLOOR i'I L; : PLANS AND ALL PROPOSBD WORK ARE SUBJECT TO ANY CORRECTIONS Rt0UIR2D BY PIELD INSPECTORS THAT MAY BE f4ECENallY In TO C0mPLY tjj H :ALL APPLICABLE CODES, CEILING MOUNTED DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. P CEILING MOUNTED LOW VOLTAGE DUAL TECHNOLOGY MOTION SENSOR BY WATTSTOPPER. ELECTRICAL NOTES ISSUED FOR PERMIT 07-14-15 Lai • 11 • • 11 • EE CL to 1 • • •• • LLJ • • • • III,,...,Eg11P1...,.Eq1 .dlllllllllE .aI1111111LE • .,11111111111111111111111,. IIIe...eIIIIIIIIE.,.elll I- z O CL U LL O Q Cn Q rn _ (� 7 N IL LL (D L O QYw za LLp0 F�- U LEJ O w IL O LL THESE PUNS .ND THE INFORMATION SHOWN HEREIN ME THE PA AND DP DLMI DAIIFI D9 CLM Nih(IEDIS PA W REPDOpIMIN5. PART IS PF DR USE 11FMpF N MPMIE GR N PIAf 6 DTRERIT PRD- xemn WiHDllf •wrlw PD•KgON. COMM. NO:040515VB DATE: 13 JULY '15 BY: AD CH'KD: PD SHEET NO. W Y a o Z w (n V N N W M M ' U O0rn Ld �0(0 z F- <101� �i. J N U d uj cl �� I'—W Z Q U >- Do .. / 0 p Li 0 Q L0w0 LEI (0 > CL 9� 2 Lu H-6 H-6 EM / Q co(TIE) F o = a LLJ J/! J Q 0 �J J I�IL y U O oc Z a �[ U 0 r Q Q rn HNC D1 LL 2Louu O oZa- a o$� IJioo 0 LIJ o W o IL u- 4 t, E.112 PLANS AND ALL VIO I. 2 TpAHE SUBJECT 70 ANYCOkiRET10 SRC 2 [ H-4 EM EM H-2 I REGUIRD BY PIELD NSPEMAS THAT MAY 6E NECMGAty IN a�401E14 TC, COMPLY WITH ALL APPLICADL E CODES, KEY NOTES H-6 0/ (TIE) FV O1 CIRCUIT THROUGH PHOTOCELL. O2 CIRCUIT THROUGH TIME CLOCK. COORDINATE WITH CLIENT. LIGHTING PLAN ISSUED FOR PERMIT 07-14-I5 KAMM CONSULTING PROJECT#: 2015-0501 `���N,V�I,.ANEQ � PROJECT MANAGER: DUANE MILLAR ,���RQ �i� 14080ran p11d9hue�.NW-••••• Q �� Fort e 772 5.174 34950 ' LPu`j� jj Phone 772 95.1744 FN071 L174�; W onsu ng Certific ior of Autl oltiz itW#8189 PRINCIPAL Z '. 07-ATATE OF Bradly L Brown Florida License 458232 w to ` to z 0 W W Q 0 Z © - II ILY '15 mESE Pl,we AND THE INFOflAN110N SHOWN HEflEIN ME THE xeonmr a muo Dlmoe�s DeeaEr x�ls, PA MD RFPhVD11CIlONS. DISCIMURES OR USE nElmoP x'pIIdE uv x Pxsr s Ewscs�r PAD- xelm xrxur WMiEN P�OIL COMM. N0:040515VB DATE: 13 ,AJLY '15 BY: AD CH'KD: PD SHEET N0. E2*1 w Y a o Z Li m � coo N O to wMM Z a porn a a �0^ J " Z m Q wv J U rm w J a W O Z x O Lnwx w (0 > a ~ W U a / W U 0 O 2 a z z H-31,33,35 J J Ld ` a U H-25,27,29 U li k O f- �' �L U L O Q QOl H-19,21,23 Q LL �L (=fj IJL IJL Q Y OUC 1 O �ZW d 0 O0 at I- LL -100 I— U w O � O w w H-13,15,17 THESE PLANS AND ALL PROPOSM WOPK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECXRS THAT IJAY BE NECENA2y IN QVXvpt TO COMPLY VIITH ALL APPLICABLE CODES, z z 0 H H-1,3,5 H-7,9,11 o 0 Ll z © _ IL ILY '1 I MESE PLMS MD THE INMTION SHOWN HEPEIN ME THE PRfWDY W EDAM pNQBlS � NXIgws. PA MD FUROIXIOOK DISCID M M WE 1 THO3DF N MINE w N PMf 5 SLY PIN- HNR➢ NNIDIR WPoHHI pesos Nl. POWER PLAN ISSUED FOR PERMIT 07-I445 COMM. NO: 040515VB / DATE: 13 JLLY '15 KAMM CONSULTING BY: AD PROJECT MANAGER PROJDUANE MILLARS-0501 ���������.I t,P.(VE �R��!��CH'KD: PD 1408 Oran �A@Tyi � ? C�) p p SHEET NO. j,� Q j� j� �j Fort Picrc lorid'a 34950 0 IVIIVI E � II /C�\ II\\II Phone 772 95.1}�44 EA{0T1745: V 17 �L-� L� /l U Il V o�u Crown D ninfi�oonsultmg �n O$9 Certificati� ofPjuthoriza i F PRINCIPAL -OftW-I �I� 6radly L Pip, I Florida License #58232 i e a -ION PANEL "MDP" VOLTAGE: 480/277V, 30. 4 WIRE AIC SYMM: 65.000 A PHASE KVA B PHASE KVA C PHASE KVA NOTES 59.5 59.5 57.4 133.3 133.3 133.3 192.8 192.8 190.7 KVA PER PHASE 696.0 1 696.0 1 688.4 AMPS PER PHASE 576.3 TOTAL KVA kNEL "H" NEMA 3R VOLTAGE: 480/277V, 30, 4 WIRE AIC SYMM: 18.000 TRIP COND. GND. WIRE DESCRIPTION 20 1 2 #12 #12 LIGHTING 20 1 2 12 f12 LIGHTING 20 1 2 #12 #12 EXTERIOR LIGHITNG - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE - - - - SPACE 'ER PHASE PER PHASE KVA UTILITY COMPANY PAD MOUNTED SERVICE TRANSFORMER r----i 4BO/277 VOLT, 30 --------- ( PANEL I I "MDP" I r-1 I NEMA 3R I I 0 1- -4 I L_--J I I I I L-1r�' I I L--------J I L 1 4-350MCM & 1#4G - 1 G G 2 PANEL A" NEMA 3R I 6 I G I 5 C/W — — — I LEGEND I NEW EXISTING ------ ELECTRICAL RISER DIAGRAM NEW BUILDIN EXISTING BUILDING PA EL A I CT METER FPL XFMR------.^ EXISTING PANEL MDPp KEY PLAN KEY NOTES O1-2/0 GROUNDING ELECTRODE CONDUCTOR IN 1" SCHEDULE 40 PVC CONDUIT. OEXOTHERMIC CONNECTION. ELECTRICALLY CON— TINUOUS STEEL REINFORCING BAR (20FT MIN. LENGTH; AN BOTTOM OF BUILDING FOUNDATION IN DIREi,, CONTACT WITH EARTH. O10 FT. LONG x 3/4" DIAMETER COPPER DRIVEN GROUND ELF.'7TRODE. 4O EXOTHERMIC CONNECTION. (TYPICAL) OMAKE CONNECTION TO METALLIC COLD WATER ENTRANCE WIPE BEFORE FIRST VALVE WITH HEAVY DUTY BRONZE GROUND CLAMP. OPROVIDE (1) 2/0 BONDING JUMPER AROUND FIRST VAiiJE. THESE PLANS AND ALL PROPOSO WORK ARE SUBJECT TO ANY CORRECTIONS REOUIRBD BY P.IELD INSPECXRS THAT MAY BE NECMARY III OFR "TG COMPLY WITH ALL APPLICABLE CODES. RISER DIAGRAM . LLI . CL . Lo • u • LLI • • • • • I11,,,... .1111111111�, 111 II1,,,..,,'I' .dllllllll�, .,�aulllllllllllllull�,. U O I__IL �- z 0 �L U O Q 0) a� �3m LL IJL O �ZFL d LL Op0 U LIJ O Q� IL O L� .1111111 eee' © _Il ILY '15 .HESE Pwn Am RHE INFa•M nM SHO HEREIN ME RHE RRartRIY a mum Ndw" arbn Awn= PA MD REPRODII r0M gSCLW M M 1.5E iNElEiOF N MINE DR N PNR 5 W y PAD- NBIED MRHODf NRIIIW PER0159011. ISSUED FOR PERN4EP 07-14-15 COMM. NO: 040515VB DATE: 13 JLILY '15 ISULTING PROJECT#: 2015-0501 ��"'•NE '�• BY: AD ANAGER: DUANEMILLAR �� �`(� Bl4OL'•,, CH'KD: PC) SHEET NO. E5.1 r, KEY NOTES O1 TIE NEW SANITARY LINE TO EXISTING IN AREA. CONTRACTOR TO COORDINATE WITH CIVIL PLANS. OTIE NEW DOMESTIC LINE TO EXISTING IN AREA. CONTRACTOR TO COORDINATE WITH CIVIL PLANS. 3" I �I k� 0 SANITARY ISOMETRIC N.T.S. 0 HB I '1�2 2 DOM. WATER ISOMETRIC N.T.S. SHOCK ARRESTOR SCHEDULE P.D.I. DESIGNATION MANUF. & MODEL FIXTURE UNITS CONNECTION A SIOUX CHIEF 652-A 1-11 1/2" B SIOUX CHIEF 653-B 12-32 3/4" C SIOUX CHIEF 654-C 33-60 1" SIOUX CHIEF SHOCK ARRESTORS APPROVED FOR INSTALLATION WITH NO ACCESS DOOR REQUIRED. CONFORMS TO ANSI/ASSE 1010 STANDARDS. SLOPE OF HORIZ. DRAINAGE PIPE SIZE (inches) MINIMUM SLOPE (Inch per foot) 2-1/2 or less 1 /4 3 to 6 1/8 8 or larger 1/16 TABLE 704.1 OF THE FLORIDA PLUMBING CODE 2010 PLUMBING NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH FBC 2010, APPLICABLE LOCAL CODES, RULES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. 3. ALL MATERIALS SHALL BE NEW. 4. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE A PART OF THIS CONTRACT. 5. REQUIRED INSURANCE SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR FOR PROTECTION AGAINST PUBLIC LIABILITY AND PROPERTY DAMAGE FOR THE DURATION OF THE WORK. 6. PLUMBING CONTRACTOR SHALL SECURE AND PAY FOR ALL PERMITS, FEES, INSPECTION AND TESTS, PLUMBING CONTRACTOR TO OBTAIN PERMIT AND APPROVED SUBMITTALS PRIOR TO BEGINNING WORK OR ORDERING EQUIPMENT. PLUMBING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS OF HIS WORK BY REGULATORY AUTHORITIES. 7. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, EQUIPMENT, ETC. B. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. REPORT ANY DISCREPANCY TO ENGINEER/ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. 9. VERIFY LOCATION, SIZE, DIRECTION OF FLOW AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO BEGINNING OF CONSTRUCTION. ADVISE ENGINEER OF ANY DISCREPANCIES. 10. WATER DISTRIBUTION PIPING ABOVE AND BELOW GROUND SHALL BE TYPE "L" COPPER. COORDINATE WITH LOCAL JURISDICTION FOR ADDITIONAL REQUIREMENTS. PROVIDE ALTERNATE FOR CPVC PIPING EQUAL TO BFGOODRICH "FLOWGUARD GOLD" FOR WATER KNOWN OR DETERMINED TO HAVE ACIDIC CHARACTERISTICS. CONTRACTOR SHALL PERFORM A WATER TEST TO DETERMINE WATER CHEMISTRY PRIOR TO ANY WORK OR PIPING INSTALLATION AND SHALL SUBMIT TEST RESULTS TO ENGINEER FOR REVIEW AND APPROVAL. 11. SOIL, WASTE, VENT AND RAINWATER PIPING SHALL BE CAST IRON OR PVC, WHERE CODE ALLOWS. PVC MAY NOT BE USED THRU RATED ASSEMBLIES OR IN PLENUMS. 12. ALL FIXTURES MUST BE PROVIDED WITH READILY ACCESSIBLE STOPS AND APPROPRIATELY MARKED ACCESS PANELS. COORDINATE LOCATIONS WITH GENERAL CONTRACTOR PRIOR TO INSTALLATION. 13. FURNISH AND INSTALL APPROVED WATER HAMMER ARRESTORS FOR ALL (GROUP) PLUMBING FIXTURES, SIZED AND LOCATED PER MANUF.'S INSTALLATION INSTRUCTIONS AND WH-PDI 201. 14. DIELECTRIC COUPLINGS ARE REQUIRED BETWEEN ALL DISSIMILAR METAL IN PIPING AND EQUIPMENT CONNECTIONS. 15.ISOLATE COPPER PIPE FROM HANGER OR SUPPORTS WITH ISOLATOR PADS OR MATERIAL. 16.ALL FIRE RATED FLOOR AND WALL PENETRATIONS SHALL BE PROPERLY PROTECTED FROM FIRE, SMOKE AND WATER PENETRATION BY FILLING VOIDS BETWEEN PIPE AND WALL/FLOOR SLEEVES WITH FIRE RATED FOAM, TO ACHIEVE THE SAME RATING AS WALLS OR FLOORS AS PART OF THE PLUMBER'S WORK. 17. PLUMBING CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM DEFECTS FOR A PERIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY OWNER. CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ADDITIONAL CHARGE AND SHALL INCLUDE REPLACEMENT OR REPAIR OF ANY OTHER PHASE OF THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED. 18.PROVIDE :'.^CE.SS PANELS FOR ALL CONCEALED VALVES AND ALL WATER HAMMER ARRESTORS. ACCESS PANELS IN RATED WALLS MUST MAINTAIN THE SAME RATING AND MUST MACH THE FINISH OF THE WALL IN WHICH IT IS INSTALLED. 19.PROVIDE COMDINATION COVER PLATE AND CLEANOUT PLUG OR ACCESS PANEL FOR ALL WALL CLEANOUTS FINISH TO MATCH FIXTURE TRIM. 20. NO COMBUSTIBLE MATERIAL TO BE USED IN MECHANICAL ROOMS OR IN CEILING SPACES WHERE USED AS RETURN AIR PLENUMS. 21. NO WATER, SANITARY OR DRAINAGE PIPING PERMITTED IN ELECTRICAL OR ELEVATOR EQUIPMENT ROOMS. 22.ALL CONTROL VALVES SHALL BE TAGGED AND MARKED. A REPRODUCIBLE DIAGRAM LOCATING ALL VALVES SHALL BE PROVIDED FOR OWNER/OPERATOR. 23. ALL CONDENSATE DRAIN PIPING SHALL BE TYPE "L" COPPER WITH ARMAFLEX INSULATION PER TABLE 4-11 F.B.C. 2010 WHERE USED IN A RETURN AIR PLENUM. PVC PIPING WITH ARMAFLEX INSULATION MAY BE USED IN LOCATIONS WHERE ALLOWED BY LOCAL CODES. SEE PLUMBING DRAWINGS FOR SIZE AND LOCATION OF PIPING. 24.CONDENSATE LINES SHALL NOT DRAIN ON THE ROOFING SYSTEM OR ANY OF ITS COMPONENTS AND CONDENSATE LINES NEED NOT COMPLY WITH MIN. CLEARANCE REQUIREMENTS PER FBC 2010, PAR. 1522.3.5 25.PROVIDE ANGLE STOPS ON ALL WATER SERVICE LINES TO FIXTURES FOR INDIVIDUAL SHUT-OFF. 26.PROVIDE 1RAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, AND HUB DRAINS SHOWN ON PLANS. IF SPECIFICATION IS NOT PROVIDED, SUPPLY PRECISION PLUMBING PRODUCTS MODEL #PR-500. INSTALL PER MANUFACTURES RECOMMENDATIONS. 27. WATER PIPING INSULATION SHALL BE ARMAFLEX OR EQUAL INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. WHERE DOMESTIC WATER TEMPERATURES CAN CAUSE SWEATING ALL COLD WATER PIPING SHALL BE INSULATED WITH ARMAFLEX INSULATION, THICKNESS AS PER TABLE 4-11 OF FLORIDA ENERGY CODE. 28.STUDOR MINI/MAXI AIR ADMITTANCE VALVES MAY BE USED AS AN ALTERNATE TO VENT PIP114G THIRD ROOF WHERE ACCEPTABLE BY THE PLUMBING OFFICIAL AND LOCAL CODES. INSTALLATION SHALL BE AS PER MANUFACTURER'S RECOMMENDATIONS. 29. ALL HORIZONTAL RAINWATER PIPING THE RECEIVES CONDENSATE DISCHARGE FROM AIR CONDITIONING EQUIPMENT SHALL BE INSULATED WITH 1" THK. ARMAFLEX. 30. PLUMBING PLANS IN GENERAL, ARE DIAGRAMMATIC IN NATURE, AND ARE TO BE READ IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, FIRE SPRINKLER, STRUCTURAL AND CIVIL PLANS AND SHALL BE CONSIDERED AS ONE SET OF DOCUMENTS. PIPING MODIFICATIONS SUCH AS OFFSETS, BENDS, TRANSITIONS, AND SIZES SHALL BE REQUIRED TO PROVIDE AND INSTALL A COMPLETE FUNCTIONAL SYSTEM AND SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. CHANGES IN PIPE SIZES AND ROUTING SHALL BE REQUIRED BY THE CONTRACTOR TO AVOID CONFLICTS AND TO ADAPT TO EXISTING FIELD CONDITIONS PROVIDED IFIAT INSTALLATION MEETS ALL APPLICABLE CODES. 31. SUPPLY TRAP PRIMER FOR ALL FLOOR DRAINS, FLOOR SINKS, HUB DRAINS, ETC. SHOWN ON PLANS. PLUMBING SHEET INDEX %im7t 1X8CFdM10N PO.1 PLUMBING NOTES, LEGENDS, AND DETAILS P2.1 PLUMBING PLAN PLUMBING LEGEND CO CLEAN OUT SANITARY SEWER PIPING S.O.V. SHUT-OFF VALVE - - - S VENT PIPING COTO CLEAN OUT TO GRADE 5----5 DOMESTIC COLD WATER PIPING FS FLOOR SINK HOT WATER PIPING (110') CW DOMESTIC COLD WATER S- - - - -S HOT WATER PIPING (140') HW DOMESTIC HOT WATER S-----6 HOT WATER RECIRCULATING PIPING HWR DOMESTIC HOT WATER RECIRCULATING -CD --- 6 CONDENSATE PIPING HB HOSE BIBB S-CA- 5 COMPRESSED AIR PIPING VTR VENT THRU ROOF S-T&P-S TEMPERATURE AND PRESSURE RELIEF m GATE VALVE SD ---- S STORM DRAIN PIPING DOI GLOBE VALVE S - G GAS PIPING N CHECK VALVE O-S PIPE RISE UP GAS SOLENOID VALVE S---S PIPE DOWN OR DROP i GAS COCK CAPPED END OF PIPE WATER HAMMER ARRESTER (PDI No.) POINT OF CONNECTION O FD FLOOR DRAIN P-TRAP PROVIDE TEST TEE WITH SCREWED COUNTER- SUNK ABS PLASTIC PLUG: TAPERED -THREAD WITH TEE JOINT COMPOUND. - WHERE CLEANOUT TEE IS CONCEALED IN A CHASE OR PARTITION, PROVIDE A ROUND 18 GAUGE STAINLESS STEEL COVER WITH BEVELED EDGES AND FLATHEAD MACHINE SCREW. CONCRETE FLOOR SLAB COLUMN OR PARTITION AS SHOWN ON FLOOR PLAN CLEANOUT FACE SHALL BE WITHIN 4" OF WALL SURFACE. PROVIDE PIPE EXTENSION IF REQUIRED. NOTE: PROVIDE WOO WHERE SHOWN ON PLAN, AND ON SANITARY WASTE BRANCHES NOT SERVED WITH A FLOOR CLEANOUT: LOCATE ABOVE FIXTURE FLOOD RIM WITHIN 4' OF FLOOR. CONSULT LOCAL CODES FOR OTHER WCO REQUIREMENTS. WALL CLEANOUT DETAIL NOT TO SCALE THESE PLANS AND ALL PROPD&5O 1'i"l ARE SUBJECT TO ANY CORAECTIONG REQUIRED BY PIELD INSPECTORS THAT MAY BE NECINA2Y III Od4DM TO COMPLY WITH ALL APPLICABLE CODES, PLUMBING NOTES ISSUED FOR PERMIT 07-14-I5 KAMM CONSULTING PROJECT #: 2015-0501 PROJECT MANAGER: DUANE MILLAR Fort LR NCIPAL BIa(ff_y� Brown Florida License U58232 icon f AutYiza ion #8189 08-07-1 _ _r z IL n • •. .• 04 u V) coo • • IL . • Lj • . .. • Ed • . • • Jill, .allllllll� .... gll IP1.... �,dlllllllil, ,gl ' ..atlIIIIIIIIIIIIIIIIIi�E. �h�,....dl���h�....,dl� Z O �[ U LL O Q a rn n� Qom( IL LIL O QzU 0C)lY 'I� LL LL N O' F- U W O D_ 0� D_ O L� 0 0 U to z w O o 4A � W J � m � W n a ro 0 z © - II II Y '15 THESE PUNS MD THE INMRN nM SHOWN HEREIN ME THE PRV M V ER DRRTISIS ffl a MCHROIS PA MD REP90DUM01M OSGDSIM M ME iHDSDF N NINE m N PW 6 DRI659.T PRD- HRRO NTDIDUE WWEIDI PD>Y550N. COMM. NO:040515VB DATE: 13 JL.Y '15 BY: AD CH'KD: PD SHEET NO. Pool v- OMEGA GROVES, LLC 1336-331-0000-000-2 LAND USE: TVC ZONING: IL SITE DATA Owner / Applicant RIO CITRUS, INC. 7662 SOUTH POLO GRANOS LANE VERO BEACH, FLOP -IPA 32966 Engineer MASTELLER AND MOLER, INC. 1655 27th STREET VERO BEACH, FL 32960 TEL. (772) 567-5300 « FAX: (772) 794-1106 � EX. FENCE TO REMAIN j Land Surveyor _.I MASTELLER, MOLER & TAYLOR, INC. 1655 EET. SUITE 2 10' LANDSCAPE BUFFER N89'52'15"W 725.01 ' _ VE 0 EACHTR 2960 — — — — — — — — — — — — — — - — — Ph. R(772)H564-6050 FLORIDAA — — — - .. — 30' NON-EXGLU51 VE PERPETUAL EASEMENT .. .. — — — — — — — — — — — 'l- 30' ACCESS, DRAINAGE — — — _ — — — — _ - TT � Architect - F-Utz.-u�r+1�,u�arz. �-.Pr��s�RhaN...��ssr....._ _ - - - - - -•� - - - - - — - - - - - — - - - - - — - - - - - - - - - — - - EGRE55 d UTILITIES r BJBRhSAT 0N_EASEMPNL —L-- = PER O.R_BOOK— �l \ ��.. 1 ���lll � � I EDLUND, DRITENBAS & BINKLEY EX. SANITARY SEWER SERVICE l (APPROX.-LOCATION UNKNOWN) 65 ROYAL PALM BOULEVARD -SUITE D VERO BEACH , FLORIDA 32960 \ EX. LANDSCAPING I I I site Information PROP. 12' X 55' ��- - - - - - - - - - - - - - LOADING SPACES I GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) I rich = 40 ft. TO FPFWCD CANAL 140. 1 I I I 60' GANAL RIGHT-OF-LJAY ABANDONED PER QUIT CLAIM DEED O.R. BOOK 1102, PAGE 2225 I Site Address 1210 CITRUS, INC. 2000 NORTH KINGS HIGHWAY FORT PIERCE, FLORIDA 34951 Tax ID. a 1336-333-0003-000-9 4.75 AC 1336-333-0004-000-6 3.86 AC 8.61 AC* PARCELS TO BE MERGED INTO ONE TAX ID# BY UNITY OF TITLE PRIOR TO BUILDING PERMIT ISSUANCE. Zoning LAND USE.- TVC ZONING: IL (LIGHT INDUSTRIAL EXISTING USE.- CITRUS PACKAGING PROPOSED USE. CITRUS PACKAGING Schedule START: JULY 2015 FINISH: OCTOBER 2015 i (TYP. OF 5) i ' EX. 12• X 55' 1 PROP. LIMITS OF I I L I I P GROSS AREA: 375,077 sf (8.61 Ac) LOADING SPACES DEVELOPMENT EX. AREA OF DEVELOPMENT: 21C1,150 sf (5.03 Ac) \ ' (TYP. OF 6) (5.03 AC) „�. EXISTING SURFACE WATER: 0 sf (0.00 Ac) -12.00' I EXISTING WETLAND AREA: 0 sf (0.00 Ac) �I MAX. BUILDABLE AREA: G8 I 1 I 1 1 1 ! ! _ GROSS SITE: 323,558 sf (7.43 Ac) LL yIL Z I I I I I I I I I — — — — — — — — — — AREA OF DEV.: f70,O45 sf (3.90 Ac) n I o I I I I I I I I I �u D FLOOD ZONE: X -FIRM /j12111C0160J (DATED 02/16/2012) Q I 6 m I I I I I I I I C —_ EX. LANDSCAPING SERVES I I Lot Size & Dimensional Requirements _ Q AS PARKING BUFFER ZONING DISTRICT IL (INDUSTRIAL LIGHT); a ,;,;,.. ' ' • I I O REQUIRED EXISTING PROPOSED Y I EX. ARKING ^ MAX. GROSS DENSITY: NIA NIA NIA Q q NEtt/ CUVERL9 k7( C�/E�RE4<.CSifG,,' , ';:i: j8 ST DI SPACES / z o II�CJADWG DOCK x ' ^I ®ADIN •fib. fk ,.'' `r. "r .', 8L 2_H C _SPICES I Q - MIN. LOT SIZE: 20,000 SF 375,077 SF 375,077 SF 0 < $ r ) 520.05' MIN. LOT WIDTH: 100' 725' 725' �. _. — 3 =�_� _ _ A H p�--- 00.1' 1:' Q 6 O MIN. ROAD FRONTAGE: 60" 725" 725' Q z I I I:; I EX. PARKING III P PROP. 4• WIDE ( ) X ID / 4 STD. SPACES ,--I_ tli MIN. YARD (SETBACK): I 1 I ALUMINUM RAMP iu ROPOSED FRONT: 25' 35.15' 35.15' .(ADA COMPLIANT) I r` BUILDING `r[. ''I : REAR:20' 188.5T 187.97" I'NO DEVELOPMENT PROPOSED XPANSIO J': • . NEW SLAB I ' I - II- FOR THIS AREA OF THE SITE M SIDE: 10' 103.65'/520.05" 43.46'/520.05" 4,692 SF I OPEN TO SKY I 2Tt(TYPJ 4O' (7rPJ cs O MAX. HEIGHT: 50' N/A N/A ri 2 L.O z F F E =24 10• II (78'X 15.17") 20I Z F.. MAX. LOT COVERAGE (BUILDINGS): 50% 9.1% 10.9% { L_ v111(MATCH EX, II (TYPJ — — —I— — — (I- w I wI x / Ir �1 SEWERN II RIO CITRUS, INC -I I o RIO CITRUS, INC MINT 3CJ LLC I I I_ - - NI I o 1 jl- II SERVICE 111336-333-0003-000-9— — — -Z 1336-333-0004-000-6 I w I Proposed Uses Structures 1336-3 2-0015— 00-3 I 3.7' : r _ I � w LAND USE: TVC N 1 L- -11 11 LAND USE: TVC LA D USE: T C N / I•�� Q I. ZONING: I[ - ZONING: O PROPOSED USES: CONSTRUCT A 4,692 SF CITRUS PACKAGING BUILDING EXPANSION 8 IL I o / - : i II II ZONING: IL -24—STD,--S2AGES xo p-- J o I �+� i I�.li' ( ) `li 3 2 LOADING DOCK ADJACENT TO THE EXISTING 2d,000f SF CITRUS u z q.�5 PACKAGING BUILDING AND PROVIDE ADDITIONAL LOADING SPACES. 10 uDi I II EXISTING 1-STORY BUILDING IIEX PROPERTY LINE TO BE PARKING/LOADING SPACES PROVIDED: FIVE (5) 12'X55' LOADING SPACES s II (CITRUS PACKAGING FACILITY) II _ _ I_ _ x ABANDONED BY UNITY OF TITLE F- 7 I I ENTRY/ XIT 4J II 29,000 3Ff II - -I LU PRIOR TO BUILDING PERMIT ISSUANCE. WITH ST IRS I IL F.F.E.=24J0 =II _ _._�.. — — I Site Area Composition I TIN �IIF..:�' .+'''I JI Cn COVER CONDITIONS EXISTING PROPOSED CHANGE PROPOSED TOTAL yy �^ I'T. •vq"'^4•I BLOCS &ROOFED STUCTURES: 34,235 sf (9.1%) (+) 6,522 sf* 40,757 sf (10.9%) / , .e . ,. T • ,_: J. ��-I- • •i, ; PAVING &CONCRETE: 108,171 sf (28.8%) (+) 2,569 sr 110,740 sf (29.5%) II ", '`' ` ' .(' "� I I I I DIRT ROAD: 18,538 sf (4.9%) NO CHANGE 18,538 sF (4.9%) / II ��.R„'! ,;Ls•s'�c'L',1•'i:.; 1 II ,�aq,;. : •"�I TOTAL IMPERVIOUS: 160,944 sf (42.9%) (+) 9,091 sf 170,035 sf (45.3%) / h:';;'•;'�r';;`'..;,ctj,;�:,`I 11,:.s(;'fi':""'+' GREEN AREA: 214,133 sf (57.1%) (-) 9,091 sf 205,042 sf (54.7%) TOTAL: 375,077 sf (100.0%) 375,077 sf (100.0%) (8.61 Ac.) (8.61 Ac.) Y' ' •`''' �EX. COVERED CONC. � + 4,692 sf (PROP. BLOC) / I I OVERWA Y I II + 1,660 sr (ROOFED LOADING DOCK) LOADING DOCK I I 6,522 sf I-1 11 Parking Computations -� <''' "' '•'<'''' I II I -- _EX..OU7FALL DITCH_._ — — Ix I II CITRUS PACKAGING: ............................. 33,6ST sf Pf�OP.I LIMITS OF " "' + .. + .; PARKING RATE FOR GENERAL LIGHT INDUSTRIAL USES: (PER ITE PARKING GENERATION MANUAL): D I I I II (1.1 SPACES PER 1,000 9F) ai q EV LOPMENT I II EX. 12" CMP I (4 75 AC) I = .�, ` � ; I II I N0. OF SPACES REQUIRED = 33.692 sf X LI SPACES / 1,000 sf = 38 SPACES EX. 2" PE GAS LINE I I / (APPROX. LOCATION) D GAS ,, GAS AS S— S J.nt4 EX. WATER SERVICEAS (APPROX. LOCATION) 0 2 07120115 REVISED PER SLC ENGINEERING COMMENTS I 06/19/15 REVISED PER SLC DRC COMMENTS NO. DATE DESCRIPTION E 2EVISIONS r -1 GAS ril r: EX. WATER SERVICE— (APPROX. LOCATION - F-IELD LOCATE) EX. 2" PE GAS LINE (APPROX. LOCATION - HELD LOCATE) EX. CONTROL STRUCTURE t X. OUTFALL DITCH I I J EX. LANDSCAPING 1 M MASTELLER & MOLER, INC. JMB/SEM M L`7OO LfV'-OWI IJ 00- JMB/SEM DR/APP CERTIFICATE OF AUTHORIZATION NUMBER 4204 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 (772) 567-5300 / FAX (772) 794-1106 10'LAN05CAPE BUFFER — N89°52'15"W 5.01' S.F.W.M.D. CANAL C-25 ST LUCIE COUNTY THESE P1.013 AND ALL RROPOSW WORK ARE SUBJECT TO ANY CORAECTICNS REQUIRED BY PIELD NSPJC'PI THAT MAY BE NECMSA91Y III ORM TO COMPLY WITH ALL APPLICABLE CODES. Site Plan Notes I- ALL OUTDOOR LIGHTING .SHALL BE SHIELDED FROM ADJACENT PROPERTIES AND ROADWAYS. 2- ALL NUISANCE EXOTIC VEGETATION SHALL BE REMOVED IN CONJUNCTION WITH SITE DEVELOPMENT. 3- THE CONTRACTOR SHALL FIELD LOCATE ALL EXISTING UTILITY LINES AND STRUCTURES PRIOR TO CONSTRUCTION. 4- NO WETLANDS/NATIVE UPLANDS EXIST WITHIN THE DEVELOPMENT AREA. MINOR SITE PLAN CONSTRUCTION PLANS Q00 @oVRUQ3 1:E�CpLQaQ3UOa RIO CITRUS, INC. EXISTING SPACES .................................................. 38 SPACES PROPOSED NEW SPACES .................:.................. 0 SPACES TOTAL PROPOSED SPACES ................................ 38 SPACES NO, OF ADA SPACES REQUIRED .................................. 2 ADA SPACES (TOTAL NUMER OF SPACES: 26-50) EXISTING ADA SPACES .......................................... 2 ADA SPACES (NO NEW ADA SPACES PROPOSED) NO. LOADING SPACES REQUIRED ................................. 2 LOADING SPACES (25,000 sf - 5qI sf STRUCTURE) EXISTING LOADING SPACES .................................. 6 LOADING SPACES PROPOSED NEW LOADING SPACES .................... 5 LOADING SPACES TOTAL PROPOSED LOADING SPACES ................. 13 LOADING SPACES FEMA Flood Zone Information FLOOD ZONE DE516NATION .......... ZONE X (PER MAP PANEL 12111GO160`9 - (5T. LUCIE COUNTY AREA OF MINIMAL FLOOD HAZARD) LEGAL POSITIVE OUTFALL - SEE AERIAL PHOTOGRAPH Jurisdictional Permitting Requirements ST. LUCIE COUNTY: MINOR ADJUSTMENT TO A MINOR SITE PLAN ST. LUCIE COUNTY: LAND CLEARING PERMIT ST. LUCIE COUNTY: ST02MWATER PERMIT ST. LUCIE COUNTY FIRE: SITE PLAN APPROVAL SOUTH FLORIDA WIND: ENVIRONMENTAL RESOURCE PERMIT MODIFICATION Title to all documents which bear the copyrpht of Mosteller & Moler, Inc. is vested solely ri Mosteller & Moler, Inc. These documents are provided to the owner solely ri connection with this project. Any other use or reuse of these document@ or any reproduction, display, sole or other deposition of these documents by anyone Ig expressly pE- prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federol Copyrx{ht ;: ••c LOW. F1-000A ©2015, MASTELLER & MOLER, INC. NoLNSFY'�`',``C�' 33193 tTe � MOLE127 P.E. FL 1514-based, 07/20/2015 DRAWN Jr DESIGNED Jr CHECKED Jr DATE 5/18/201 SCALE AS NOTE SHEET 6 of q '33 Iq3 PROJECT NO.: 15 ABBREVIATIONS AND SYMBOLS LEGAL DESCRIPTION THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS RIGHTS -OF -WAY FOR SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NUMBER C-25. ALSO BEING DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE NO027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S89.43'41"E, ALONG SAID RIGHT-OF-WAY LINE, A DISTANCE OF 584.70 FEET TO THE POINT OF BEGINNING; THENCE N0027'49"E, ALONG THE WEST LINE OF THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE SOUTHWEST 114 OF SAID SECTION 36, A DISTANCE OF 518.67 FEET; THENCE S89 51'27"E, ALONG THE NORTH LINE OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 350.01 FEET, THENCE S00 2749"W, ALONG THE EAST LINE OF THE WEST 934.70 FEET OF SAID SECTION 36, A DISTANCE OF 519.46 FEET, THENCE N89'43'41 "W, ALONG SAID NORTH RIGHT-OF-WAY LINE OF CANAL NO. C-25, A DISTANCE OF 350.00 FEET, TO THE POINT OF BEGINNING. TOGETHER WITH A NON-EXCLUSIVE, PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AND UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF LAND 30.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S89'43'41 "E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY); THENCE N0027'49"E ALONG SAID EASTERLY RIGHT-OF-WAY LINE, A DISTANCE OF 487.41 FEET, TO THE POINT OF BEGINNING; THENCE S89'51'27"E, ALONG THE SOUTH LINE OF THE NORTH 30.00 FEET OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 559.71 FEET, • THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 30.00 FEET; THENCE N89'51'27"W ALONG THE NORTH LINE OF SAID SOUTH 745.00 FEET OF SECTION 36, A DISTANCE OF 559.71 FEET, • THENCE SOO 27'49"W, ALONG SAID EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD 713, A DISTANCE OF 30.00 FEET, TO THE POINT OF BEGINNING. AND TOGETHER WITH A NON-EXCLUSIVE, PERPETUAL EASEMENT FOR UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY,• A STRIP OF LAND 10.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE NOO27'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT-OF-WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S8943'41"E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT-OF-WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY) AND THE POINT OF BEGINNING; THENCE CONTINUE S89'43'41 "E, ALONG SAID NORTH RIGHT-OF-WAY LINE OF CANAL NO. C-25, A DISTANCE OF 559.70 FEET; THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 10.00 FEET, THENCE N89'43'41"W PARALLEL WITH SAID NORTH RIGHT-OF-WAY OF CANAL NO. C-25, A DISTANCE OF 559.70 FEET, • THENCE S00 27'49"W, ALONG SAID EAST RIGHT-OF-WAY LINE OF STATE ROAD NO. 713, A DISTANCE OF 10.00 FEET, TO THE POINT OF BEGINNING. PARCEL 2: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 325.00 FEET OF THE WEST 1259.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA. PARCEL 3: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 50.00 FEET OF THE WEST 584.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST LUCIE COUNTY FLORIDA. CERTIFIED TO 1) RIO CITRUS, INC. 2) IST UNITED BANK 3) U.S. SMALL BUSINESS ADMINISTRATION 4) INDEPENDENT DEVELOPMENT SERVICES CORPORATION 5) BLOCK & COLUCCI, P.A. 6) OLD REPUBLIC NATIONAL 77TLE INSURANCE COMPANY BENCHMARK NOTE. THEELEVATIONSASSHOWNONTHISSURYEFAREBASI'D ON THENORTHAMERICAN 4ERTICALDATUMOF1988. THEPRIMARYBENCHMARA'UTILIZEDFOR THISSURVEVIS SOUTHFLORIDA WATER MANAGEMENTDISTRICTBENCHMARK,, C-25-5, A BR4SSDISK ONTHEEASTSIDE OFBRIDGE OVER THE C•25 CANAL ON"NGSHIGHWAY, ELEVATION 21.11 '. SITEBENCHMARXISASSHOWN. FND NAIL AND DISK "PLS 2391" 25.00' 25.00' K,cI u REPORT OF SURVEY " TYPE OF SURVEY: BOUNDARY & TOPOGRAPHIC. • MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 • THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. " HORIZONTAL CONTROL ACCURACY THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS i FOOT IN 10000 FEET. THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. • HORIZONTAL FEATURE ACCURACY.• TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. "VERTICAL CONTROL ACCURACY:. VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. " ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. " DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE. 5-15-15 " THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) GRID NORTH; B) WEST LINE OF SECTION 36; C) THE BEARING BEING N0026'24"E. • NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. • THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. "THE PARCEL OF LAND SHOWN HEREON IS IDENTIFIED AS BEING IN "NO SPECIAL FLOOD HAZARD AREA" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PER FLOOD INSURANCE RATE MAP 12111CO160 J, SAID PANEL HAS NOT BEEN PUBLISHED BY FEMA. • UNLESS .4 COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. " ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. "THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE AS SHOWN ON EACH SHEET OR SMALLER. 30' NON-EXCLUSIVE PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGREASSI EGRESS AND UTILITIES O.R.B. 1583, PAGE 148 ND NAIL AND DISK FND IRC FND IRC 1" LB 4644 40.16' N89'52'15"W 469.55' T — 0 N89 52'15"W 50.00' n r< n 0 n NOT INCLUDED NAIL AND DISK 58952'15"E 584.71' "PLS 2391" S89.43'41"E 584.70' (D) 3S , 36 FND RAILROAD 2 I SPIKE, NO ID 934.70' ORB 765 PAGE 2814 7 F II INI L, 0 a ILOa M n m o i :I N '15"E 50.00'--,,. FND NAIL & I LB 4644 POINT OF BEGINNING 1259.70' LB LICENSED BUSINESS NO. NUMBER 1 OAK (MSANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE O DRAINAGE MANHOLE 0 LIGHT POLE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FO. FOUND PALM WELL ® MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT HYDRANT • COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB BM BENCHMARK � wv DQ WATER VALVE CABLE TV BOX F.F. FINISH FLOOR a� MAPLE ELEV. ELEVATION WATER METER POWER POLE CITRUS 5& CLEANOUT ELECTRIC BOX A DELTA TA L LENGTH ELM -- UTILITIES SIGN I.D. IDENTIFICA77ON 91 CATCH BASIN SEC. SECTION OO MONITORING WELL TWP. TOWNSHIP MISC. TREE MID CURB INLET sv RGE. RANGE R REUSE WATER VALVE N SANITARY VALVE CH. CHORD BLOW —OFF CHB. CHORD BEARING ev �Q IRRIGATION VALVE Q TELEPHONE MANHOLE (C) CALCULATED © PULL BOX (M) MEASURED ® YARD DRAIN 0 POST WOOD OR STEEL (P) (D) PLAT DEED cv GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE IR 1/2" IRON ROD SEP➢C TANK SEPTIC TANK /0\ FIRE DEPARTMENT CONNEC77ON TRANSFORMER PAD IRC 1/2" IRON ROD AND CAP ® IP 3/4" IRON PIPE =0 STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT aka REUSE WATER METER SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. A/C NAIL & DISK AIR CONDITIONING PAD TILE SURFACE � CONCRETE SURFACE ® PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR po BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR FND CM N89052'150W 725.01' NO ID S8952'15"E 325.00' rS89'524t5"E-35O:Ot` — — — — — — — — — — I — LS- -_.. .— — — — — — 8951�7"E35B:B'I'(B} — — — — — 104,8tP'ARCEL 0 195.06' IJ to ad Lo N �Q 1 Q— i spy z 9 \ I F 5�0.00 IL 103.65' Lo M `FND IRC N8952'15"W 350.01' FND IRC LB 4644 N89'4131"W 350.00' (D) LB 4644 SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25 RIGHT-OF-WAY VARIES PARCEL 2 325.00' S89'52'15"E 725.01' 60' CANAL RIGHT-OF-WAY ABANDONED PER QUIT CLAIM DEED ORB 1182, PAGE 2225 I FND IRC - - — I I N 0 z FND N89 52'15"W 75.42' THE�-EPLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY COHRECTICPJS REQUIRED BY FIELD NSPEC1IDRS THAT IJAY BE NECENA'1EY 1110AIDE111 TO COMPLY WITH ALL APPLICABLE CODES, Cro � e L` a 0PG `4 r cLN o cOrj) L � L O fA VD IRON STAMPED Y 4108" DATE 5-1, SCALE 1 "= SHEET M 1 0 FILE NO. 67 Dh GRAPHIC SCALE 40 0 20 40 00 MEL- 1 I ( IN FEET ) I rich = 40 ft. 10'LAND5GAPE BUFFER -- — —— — — — — -- -- ...—...._—..--------..— \ EX. GREEN AREA TO BE REMOVED = -Litz--�— _ \ 4,125 SF \ rr II \ r r EX. TREE TO \ r REMAIN (TYP.) I I r w \ 1 1 1 I I I 1 1 I I a \ I I I I I I I I I 1 II --_---__---_ I I I 1 1 1 1 1 n 4\ Q x EX. TREE TO REMAIN N o I I I I I I I i I II (TYP.) � I I I I I I I I I EX. PALM TREE TO II Q REMAIN (TYP.) 1 I I _I I I I _I ! I --- - �' I PROP05ED NEW TREE ei?FrDIr�G DQ II I PROPOSED NEW TREE (TYP. OF 19) EX. GREEN AREA TO BE DISTURBED 4,86cf SF / i M MASTELLER & MOLER, INC. /20/15 REVISED PER %C ENGINEERING COMMENTS JMB/SEN (@MWI� CTUM 1K @0 19RQ@ /IG/15 REVISED PER SLC ORC COMMENTS JMB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 QEVISIONS (772) 567-5300 / FAX (772) 794-1106 (TYPIGAL OF ICI) EX. GREEN AREA TO BE! I57URBED y EX. TREE TO I II REMAIN (TYP.) — -- � EX GREEN AREA Tdi BE REMOVED - I- - - 6,546 SF EXISTING 1-STORY BUILDING(( - - -I-- - s II (CITRUS PACKAGING FACILITY) II I 29,000 3r± F.F.E.=24.10' Y� 4,946 SF 10'LAND5GAPE �)5ED NEW TREE (TYPIGAL OF Icl) COVERED CONC. LOADING DOCK EX. TREE TO REMAIN (TYP.) S.F.W.M.D. CANAL C-25 ST LUCIE COUNTY m EX. OUTFACE DITCH SOD W/ BAHIA II II EX. GREEN AREA TO BE DISTURBED IIa,614 SF 7E-X.OUTFALL DITCH HATCH LEGEND EXISTING GREEN AREA TO BE DISTURBED (2q,5,57 SF) EXISTING GREEN AREA TO BE REMOVED (II,OG6 5F) VEGETATION REMOVAL PLAN CONSTRUCTION PLANS G3M @ffaMQ3 [AMpQaNOa RIO CITRUS, INC. Title to ail documents vhich bear the copyright of Mosteller & Moler, Inc. is vested solely n Mosteller & Moler, Inc. These documents are provided to the ewner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright LOv. FLORIPA 1 ©2015, MASTELLER & MOLER, INC THESE PLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIEL© NSPECIORS THAT PLAY BE NECINA2y III CROP TO COMPLY WITH ALL APPLICABLE CODES, 1514—base DRAWN r+"�EN E Ibl ",,, 0690NEP a ;�QGENSF RECEI"'� A011 2015 CNECKEP N0.33193 PATE 5/18/2( �c g Tr AT SCALE OF ' sHeer 1 of I TEPHE �F •.O.. , P.E. FL #331g3 PROJECT NO.: M MASTELLER & MOLER, INC. /20/15 REVISED PER %C ENGINEERING COMMENTS JMB/SEN (@MWI� CTUM 1K @0 19RQ@ /IG/15 REVISED PER SLC ORC COMMENTS JMB/SEM CERTIFICATE OF AUTHORIZATION NUMBER 4204 DATE DESCRIPTION DR/APP 1655 27th STREET, SUITE 2, VERO BEACH, FLORIDA 32960 QEVISIONS (772) 567-5300 / FAX (772) 794-1106 (TYPIGAL OF ICI) EX. GREEN AREA TO BE! I57URBED y EX. TREE TO I II REMAIN (TYP.) — -- � EX GREEN AREA Tdi BE REMOVED - I- - - 6,546 SF EXISTING 1-STORY BUILDING(( - - -I-- - s II (CITRUS PACKAGING FACILITY) II I 29,000 3r± F.F.E.=24.10' Y� 4,946 SF 10'LAND5GAPE �)5ED NEW TREE (TYPIGAL OF Icl) COVERED CONC. LOADING DOCK EX. TREE TO REMAIN (TYP.) S.F.W.M.D. CANAL C-25 ST LUCIE COUNTY m EX. OUTFACE DITCH SOD W/ BAHIA II II EX. GREEN AREA TO BE DISTURBED IIa,614 SF 7E-X.OUTFALL DITCH HATCH LEGEND EXISTING GREEN AREA TO BE DISTURBED (2q,5,57 SF) EXISTING GREEN AREA TO BE REMOVED (II,OG6 5F) VEGETATION REMOVAL PLAN CONSTRUCTION PLANS G3M @ffaMQ3 [AMpQaNOa RIO CITRUS, INC. Title to ail documents vhich bear the copyright of Mosteller & Moler, Inc. is vested solely n Mosteller & Moler, Inc. These documents are provided to the ewner solely in connection with this project. Any other use or reuse of these documents or any reproduction, display, sale or other disposition of these documents by anyone is expressly prohibited without consent of Mosteller & Moler, Inc. pursuant to the Federal Copyright LOv. FLORIPA 1 ©2015, MASTELLER & MOLER, INC THESE PLANS AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIEL© NSPECIORS THAT PLAY BE NECINA2y III CROP TO COMPLY WITH ALL APPLICABLE CODES, 1514—base DRAWN r+"�EN E Ibl ",,, 0690NEP a ;�QGENSF RECEI"'� A011 2015 CNECKEP N0.33193 PATE 5/18/2( �c g Tr AT SCALE OF ' sHeer 1 of I TEPHE �F •.O.. , P.E. FL #331g3 PROJECT NO.: ABBREVIATIONS AND SYMBOLS LEGAL DESCRIPTION THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, LESS RIGHTS —OF —WAY FOR SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NUMBER C-25. ALSO BEING DESCRIBED AS FOLLOWS: A PARCEL OF LAND LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N00'27'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE NORTH RIGHT—OF—WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S89'43'41"E, ALONG SAID RIGHT—OF—WAY LINE, A DISTANCE OF 584.70 FEET TO THE POINT OF BEGINNING; THENCE N0027'49"E, ALONG THE WEST LINE OF THE EAST 350.00 FEET OF THE WEST 934.70 FEET OF THE SOUTHWEST 114 OF SAID SECTION 36, A DISTANCE OF 518.67 FEET, THENCE S89'51'27"E, ALONG THE NORTH LINE OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 350.01 FEET, THENCE S00'27'49"W, ALONG THE EAST LINE OF THE WEST 934.70 FEET OF SAID SECTION 36, A DISTANCE OF 519.46 FEET, • THENCE N89'43'41 "W, ALONG SAID NORTH RIGHT—OF—WAY LINE OF CANAL NO. C-25, A DISTANCE OF 350.00 FEET, TO THE POINT OF BEGINNING. TOGETHER WITH A NON—EXCLUSIVE, PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGRESS AND EGRESS AND UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY: A STRIP OF LAND 30.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA AND BEING DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT—OF—WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S8943'41"E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT—OF—WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY); THENCE N0027'49"E ALONG SAID EASTERLY RIGHT—OF—WAY LINE, A DISTANCE OF 487.41 FEET, TO THE POINT OF BEGINNING, THENCE S89'51'27"E, ALONG THE SOUTH LINE OF THE NORTH 30,00 FEET OF THE SOUTH 745.00 FEET OF SAID SECTION 36, A DISTANCE OF 559.71 FEET; THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 30.00 FEET,• THENCE N89'51'27"W ALONG THE NORTH LINE OF SAID SOUTH 745.00 FEET OF SECTION 36, A DISTANCE OF 559.71 FEET, THENCE S0027'49"W, ALONG SAID EASTERLY RIGHT—OF—WAY LINE OF STATE ROAD 713, A DISTANCE OF 30.00 FEET, TO THE POINT OF BEGINNING. AND TOGETHER WITH A NON—EXCLUSIVE, PERPETUAL EASEMENT FOR UTILITIES OVER, UPON AND UNDER THE FOLLOWING DESCRIBED PROPERTY,• A STRIP OF LAND 10.00 FEET WIDE LYING IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY, FLORIDA, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCE AT THE SOUTHWEST CORNER OF SAID SECTION 36; THENCE N0027'49"E, ALONG THE WEST LINE OF SAID SECTION 36, A DISTANCE OF 227.66 FEET, TO THE WESTERLY EXTENSION OF THE NORTH RIGHT—OF—WAY LINE OF SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25; THENCE S8943'41 "E, ALONG SAID WESTERLY EXTENSION, A DISTANCE OF 25.00 FEET, TO THE EASTERLY RIGHT—OF—WAY LINE OF STATE ROAD NO. 713 (KINGS HIGHWAY) AND THE POINT OF BEGINNING, THENCE CONTINUE S89'43'41"E, ALONG SAID NORTH RIGHT—OF—WAY LINE OF CANAL NO. C-25, A DISTANCE OF 559.70 FEET, • THENCE N0027'49"E, ALONG THE EAST LINE OF THE WEST 584.70 FEET OF SAID SECTION 36, A DISTANCE OF 10.00 FEET; THENCE N89'43'41"W, PARALLEL WITH SAID NORTH RIGHT—OF—WAY OF CANAL NO. C-25, A DISTANCE OF 559.70 FEET; THENCE SO027'49"W, ALONG SAID EAST RIGHT—OF—WAY LINE OF STATE ROAD NO. 713, A DISTANCE OF 10.00 FEET, TO THE POINT OF BEGINNING. PARCEL 2: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 325.00 FEET OF THE WEST 1259.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA. PARCEL 3: THE NORTH 517.34 FEET OF THE SOUTH 745.00 FEET OF THE EAST 50.00 FEET OF THE WEST 584.70 FEET OF THE SOUTHWEST 114 OF THE SOUTHWEST 114 OF SECTION 36, TOWNSHIP 34 SOUTH, RANGE 39 EAST, ST. LUCIE COUNTY FLORIDA. CERTIFIED TO 1) RIO CITRUS, INC. 2) IST UNITED BANK 3) U.S. SMALL BUSINESS ADMINISTRAT70N 4) INDEPENDENT DEVELOPMENT SERVICES CORPORA77ON 5) BLOCK & COLUCCI, P.A. 6) OLD REPUBLIC NA77ONAL 77TLE INSURANCE COMPANY BENCHMARK NOTE' THEELEVATIONSASSHOWNONTHISSURVEYAREBASED ONTHENORTHAM-""CAN VERTICAL DATUHOF1988. THEPRIMARYBENCHH.4RK UTILIZED FOR THISSURVEYIS SOVTHFLORIDA WATER M.4NAGEHENTDISTRICTBENCHM,4RK, G25-5, A BRASSDJSK ONTHEEASTSIDE OFBRIDGE OVER THE C-25 CANAL ONKINGSHIGHWAY, ELEVATION 27.11: SITEBENCHH,4RKIS,4SSHOWN. FND NAIL AND DISK "PLS 2391" 25.00' , .M r. �I V �I ry�lo G �I 25.00' - I � o I. - to r; ED N w N NIN iV N `I o• Zo Iz coffjfENCEMENT 3S 2 REPORT OF SURVEY o TYPE OF SURVEY., BOUNDARY & TOPOGRAPHIC. o MASTELLER, MOLER & TAYLOR INC. CERTIFICATE OF AUTHORIZATION L.B. 4644 1655 27TH STREET, SUITE 2, VERO BEACH, FLORIDA 32960 PHONE (772) 564-8050 FAX (772) 794-0647 THIS SURVEY AND REPORT IS NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO THE SURVEY MAP AND/OR REPORT OF SURVEY BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. • HORIZONTAL CONTROL ACCURACY.: THE EXPECTED USE OF THE SURVEY MAP AND REPORT FOR THE LAND, AS CLASSIFIED IN THE STANDARDS OF PRACTICE FOR SURVEYING (5J-17, FLORIDA ADMINISTRATIVE CODE) IS COMMERCIAL/HIGH RISK. THE MINIMUM RELATIVE DISTANCE ACCURACY FOR THIS TYPE OF BOUNDARY CONTROL SURVEY IS 1 FOOT IN 10000 FEET THE ACCURACY OBTAINED BY MEASUREMENT AND CALCULATION OF A CLOSED GEOMETRIC FIGURE OR REDUNDANCY OF MEASUREMENT WAS FOUND TO MEET OR EXCEED THIS REQUIREMENT. HORIZONTAL FEATURE ACCURACY. TOPOGRAPHIC LAND FEATURES (SIGNS, INLETS, VALVES, MAILBOXES, POWER POLES, DRIVEWAYS, CULVERTS AND SIMILAR FEATURES) HAVE A HORIZONTAL FEATURE ACCURACY OF PLUS OR MINUS 0.25 FEET. . VERTICAL CONTROL ACCURACY: VERTICAL CONTROL AS ESTABLISHED FOR THIS PROJECT SITE IS ACCURATE TO PLUS OR MINUS 0.05 FEET TIMES THE SQUARE ROOT OF THE DISTANCE IN MILES. • ELEVATIONS OF WELL -IDENTIFIED FEATURES CONTAINED IN THIS SURVEY AND MAP HAVE BEEN MEASURED TO AN ESTIMATED VERTICAL POSITION ACCURACY OF PLUS OR MINUS 0.10 FEET. o DATA ACQUISITION WAS COMPLETED ON THE FOLLOWING DATE: 5-15-15 o THE BEARING BASE FOR THIS SURVEY IS AS FOLLOWS: A) GRID NORTH; B) WEST LINE OF SECTION 36; C) THE BEARING BEING N00'26'24"E. . NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. NO TITLE OPINION IS EXPRESSED OR IMPLIED. . THIS SURVEY DOES NOT CERTIFY TO THE EXISTENCE OR LOCATION OF ANY FOUNDATIONS, UTILITIES, UNDERGROUND ENCROACHMENTS OR IMPROVEMENTS EXCEPT AS SHOWN. o THE PARCEL OF LAND SHOWN HEREON IS IDENTIFIED AS BEING IN "NO SPECIAL FLOOD HAZARD AREA" BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) PER FLOOD INSURANCE RATE MAP 12111CO160 J, SAID PANEL HAS NOT BEEN PUBLISHED BY FEMA. o UNLESS A COMPARISON IS SHOWN, PLAT VALUES & MEASURED VALUES ARE THE SAME. • ALL MEASUREMENTS ARE IN FEET AND DECIMAL PARTS THEREOF AND ARE IN ACCORDANCE WITH THE STANDARDS OF THE UNITED STATES. • THIS MAP IS INTENDED TO BE DISPLAYED AT A SCALE AS SHOWN ON EACH SHEET OR SMALLER. 30' NON-EXCLUSIVE PERPETUAL EASEMENT FOR VEHICULAR AND PEDESTRIAN INGREASSI EGRESS AND UTILITIES O.R.B. 1583, PAGE 148 ND NAIL AND DISK FND IRC FND IRC LB 4644 tc=o, 40.16' N8952'15"W 469.55' 1 o0 N89'52'15"W 50.00' 934.70' I I NOT INCLUDED O O V 589"E 50.00" _4L___ NAIL AND DISK S8952'15"E 584.71' FND NAIL & I "PLS 2391 " 1 S8943'41 "E 584.70' (D) LB 4644 3_6 FND RAILROAD 1 SPIKE, NO ID POINT OF BEGINNING 104.89' I'i �0.D0 L 103.65' LB LICENSED BUSINESS NO. NUMBER OAK 0 SANITARY MANHOLE SIGN R/W RIGHT OF WAY CM 4X4 CONCRETE MONUMENT PINE OO DRAINAGE MANHOLE 0 LIGHT POLE P.U.D.E. PUBLIC UTILITY AND DRAINAGE EASEMENT FD. FOUND PALM WELL 0 MAIL OR PAPER BOX O.R.B. OFFICIAL RECORD BOOK P.R.M. PERMANENT REFERENCE MONUMENT �C,,r HYDRANT COMMUNICATIONS BOX P.C.P. PERMANENT CONTROL POINT SHRUB wv U BM BENCHMARK � pQ WATER VALVE CABLE TV BOX F.F. FINISH FLOOR MAPLE p° WATER METER POWER POLE ELEV. ELEVATION R RADIUS CITRUS sc CLEANOUT -tg ELECTRIC BOX A DELTA L LENGTH ELM UTILITIES SIGN ® CATCH BASIN I.D. IDENTIFICATION �Q MONITORING WELL SEC. SECTION CURB INLET TWP. TOWNSHIP MISC. TREE u sv RGE. RANGE X REUSE WATER VALVE N SANITARY VALVE CH. CHORD BLOW -OFF IRv CHB. CHORD BEARING N IRRIGATION VALVE O TELEPHONE MANHOLE (C) CALCULATED ® PULL BOX (M) MEASURED ® YARD DRAIN ® POST WOOD OR STEEL (P) PLAT Gv GAS VALVE PROPOSED DRAINAGE CONCRETE POWER POLE (D) DEED IR 1/2" IRON ROD PVC SEPTIC TANK R FIRE DEPARTMENT CONNECTION E] TRANSFORMER PAD IRC 112" IRON ROD AND CAP ® IP 3/4" IRON PIPE �® STOP LIGHT BACK FLOW PREVENTER EP EDGE OF PAVEMENT "p° REUSE WATER METER VY SPRINKLER HEAD P.R.D. PLANNED RESIDENTIAL DEVELOPMENT N.D. NAIL & DISK ® TILE SURFACE Eil CONCRETE SURFACE A/C AIR CONDITIONING PAD PIE SWIMMING POOL EQUIPMENT PAD P.L.S. PROFESSIONAL LICENSED SURVEYOR F.1 BRICK PAVER SURFACE P.S.M. PROFESSIONAL SURVEYOR & MAPPER R.L.S. REGISTERED LAND SURVEYOR N8952'15"W 725.01' S89'52 t5"E— 350:01 -` — — — — — Imil ARCEL 1 1 FND IRC J N89'52'15"W 350.01' LB 4644 N89'41'31 "W 350.00' (D) U 195.06' FND CM NO ID 10-70 R. FND IRC LB 4644 SOUTH FLORIDA WATER MANAGEMENT DISTRICT CANAL NO. C-25 RIGHT—OF—WAY VARIES 725.01 PARCEL 2 325.00' 60' CANAL RIGHT-OF-WAY ABANDONED PER QUIT CLAIM DEED ORB 1182, PAGE 2225 01 FTID IRC w - - U O �s a � w s w z �) w �IN 0 0 z � FND 75.42' I�L4N$ AND ALL PROPOSM WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY PIELD NSPEC11ORS THAT MAY BE NECINA2Y IN ORM TO COMPLY WITH ALL APPLICABLE CODES, - -- -- --FILECOPy-- 1 V C co 2 p o a Rry Vi a� `o m C/i M b m 2. o C 01 N Lip � N` 4) cri s I- [A a ND IRON STAMPED Y 4108" V OAS 5-18-15 SCALE 1 "=60' SHEET NO. 1 OF 2 FILE NO. 6759 DRAWN BY MP APPROVED BY DMT DRAWING NAMI 6759. dwg ?C j8'35 18.77 X �17 q6 16 � - Nq ,g. - �� X 18.34 X 18.17 n nI x 18.08 - nX 18. 13 i I X 16.61 x 16.39 15.5 16.331 X 16.49 X 75.28 X 16.25 +X 16.56 h� 's ,6. 0 1�b 16.25 X-4-X 16.36 x 16.35 I16.42X+ r X16.51 sy. s X 16. 58 x 15. 48 X 17' i X 16.72 X 15.55 I�Q 16.94 } I I /771 / I X 17.74 75. 05 XI 5 IX 1e_0a I I X 18.50 x 18.80 X 20.25 X 23.43 BENCHMARK N07E- THEELEPATIONSASS11OWNONTHISSURVEYAREBASED ON THENORTHAMERICAN VERTICALDATUMOFI988 THEPRIMARYBENCHMARKUTILIZEDFOR THISSURVEYIS SOUTHFLORIDA WATER MANAGEMENTDISTRICTBENCHMARA,, C-25--S, A BIL4SSDISK ONTHEEASTSIDE OFBRIDGE OVER THE C25 CANAL ON"NGSHIGHWAY, ELEVATION 21.11: SITEBENCHMARA'ISASSHOWN. x 78.1 X 179 X 18.3 X 17.7 78.2 X - X 17.5 X 18.0 V " X 18.7 X 17.4 X 782 X 17.4 X Tao X 17.4 X 18.0 172 X X 20,39 x 19.33 x 19.51 x 79.09 °j X 18.8 I 9 x 19.85 x 19. 73 1$ +� T'8 g0 s m X 23.64 X 23.51 x 23.14 X 22.66 X 22.67 X 21.79 X 2207 7a 778 7 X 171 X 19.2 X 21.8 X 22.0 X 19.2 X 1.9.3 X 22.0 X 22.0 X'19.5 NOTE. SEESHEET J FOR LEGEND AND ABBREV74TIONS 18.0 x X 16.5 17.1 h- X 16.2 16.3 X X 16.2 177 X 17.9 I X 17.2 X 17.2 X 16.9 X 1z0 DETAIL "A" NOT TO SCALE VIEW FROM TOP BOT. ELEV.=16.13' ,,-, o / Cl INV EMEV.=16.21' Z 5.30' VIEW FROM SOUTH g da M •i ao 2.20 0 < ct 0 W W V WEIR DETAIL C a it m? ol,d ti OI WEIR INV. ELEV=16.28' O ry n ° I V V as , . '' Z a v � Q � mow co ` o N O Or•d � !' roj N 17.3 X173 �17.3 T71/.2 X17.2 .�17.0 j7piC 77A' X77.0 X 79 3 7'I E E FLANS AND ALL PROPOSED WORK ,M O a a x ,a.z X,a.2 X 18.4 x 1a a x 18.0 ARE SUBJECT TO ANY CORR6CTICtIS (A Q REQUIRED BY PIELD INSPECMAS THAT M X X 1 74.1 )X 13z 73.7 13.0 UAY BE NECMGAAY II( OmW TO z a., a 4 x 17.5 X 18.3 X 18.3 x 18.4 COMPLY WITH ALL APPLICABLE CODES. X 18.6 X 18.3 A X ,aa 18.8 X 18.5 x18.9 X1�y X18.6 t.18.9 18.8 AT X 79.0 X 1a.a 5-18-15 X 19.2 X 1e 0 I SCALE X'.18,2 x 19.3 SHEET NO. X 19.1 I - - - - 9 2 OF 2 x19.2 X,9.a X 79.E x 1913 X 19.3 FILE NO. X 22.3 6759 X 22.7 X 22.7 X aa,o X 226 DRAWN BY X 22.3 X 22.8 23.3 X X 22.8 X 0a.9 X 23.0 MP APPROVED BY X 19.7 x 79.9 ropy x 19.7 X 79.9 DMT X 19, 5F I 1-trl nneun��n ��eur