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HomeMy WebLinkAbout6126 Gall Blvd (2)SYMBOLS LEGEND A(2SECTION NUMBER �:!E-CT'ON / ELEVATION MARK SHEET NUMBER DETAIL NUMBER R:SHEET DETAIL MARK NUMBER WT? _ WALL TYPE MARK DOOR MARK C) a WINDOW MARK # GRID MARK ABBREVIATIONS LEGEND AFF ABOVE FINISHED FLOOR INSUL INSULATE AC ACOUSTICAL INT INTERIOR A/C AIR CONDITIONING JST JOIST ALT ALTERNATE JT JOINT AL ALUMINUM JNT JOINT ALUM ALUMINUM KIT KITCHEN AB ANCHOR BOLT LH LEFT HAND ARCH ARCHITECT (URAL) LF LINEAL FOOT BSMT BASEMENT LTL LENGTH BRG BEARING L LINTEL BM BENCH MARK LL LIVE LOAD BEL BELOW MACH MACHINE BLK BLOCK MH MANHOLE BLKG BLOCKING MFR MANUFACTURER BD BOARD MAS MASONRY BW BOTH WAYS MO MASONRY OPENING BOT BOTTOM MAX MAXIMUM BF BOTTOM OF FOOTING MECH MECHANIC(AL) BOF BOTTOM OF FOOTING MED MEDIUM BRK BRICK MBR MODIFIED BITUMEN ROOFING BLDG BUILDING MET METAL BUR BUILT-UP ROOFING MTL METAL CAB CABINET M METER(S) CLG CEILING MWK MILLWORK CL CENTER LINE MIN MINIMUM C/O CENTER OF MISC MISCELLANEOUS CC CENTER TO CENTER MT MOUNT(ED), (ING) CLR CLEAR NOM NOMINAL COL COLUMN N NORTH CONC CONCRETE NIC NOT IN CONTRACT CMU CONCRETE MASONRY UNIT NTS NOT TO SCALE CONST CONSTRUCTION OC ON CENTER(S) CONTR CONTRACTOR OPG OPENING CONT CONTINUOUS OPH OPPOSITE HAND CNTR COUNTER OD OUTSIDE DIAMETER CFL COUNTER FLASHING 00 OUT TO OUT CISK COUNTERSUNK OA OVERALL CRS COURSE(S) OH OVERHEAD CF CUBIC FOOT PC PIECE CY CUBIC YARD PNT PAINTED) DL DEAD LOAD PM PAINT(ED) DEM DEMOLISH, DEMOLITION PKG PARKING DTL DETAIL PLAM PLASTIC LAMINATE DIAG DIAGONAL PL PLATE DAM DIAMETER PWD PLYWOOD DIM DIMENSION PVC POLYVINYL CHLORIDE DR DOOR PSF POUNDS PER SQUARE FT. DS DOWN SPOUT PSI POUNDS PER SQUARE IN. D DRAIN PT PRESSURE TREATED DWG DRAWING PL PROPERTY LINE DF DRINKING FOUNTAIN REM REMOVE E EAST RET RETURN EIFS EXTERIOR INSULATION AND FINISH SYSTEM RH RIGHT HAND ELEC ELECTRIC(AL) RD ROOF DRAIN EWC ELECTRIC WATER COOLER RFG ROOFING EL ELEVATION RM ROOM ELEV ELEVATION RO ROUGH OPENING ELEV ELEVATOR SNT SEALANT EMER EMERGENCY SLNT SEALANT EQ EQUAL SEC SECTION EXG EXISTING SECT SECTION EXIST EXISTING SHTHG SHEATHING EXP EXPOSED SHT SHEET EXT EXTERIOR SIM SIMILAR FOF FACE OF FINISH SC SOLID CORE FO FACE OF S SOUTH FOM FACE OF MASONRY SF SQUARE FOOT FOS FACE OF STUDS SI SQUARE INCH FIN FINISHED) SY SQUARE YARD FFE FINISHED FLOOR ELEV. STD STANDARD FFL FINISHED FLOOR LINE STO STORAGE FE FIRE EXTINGUISHER SUS SUSPENDED FEC FIRE EXTINGUISHER CABINET SYM SYMMETRY, (ICAL) FT FIRE TREATED TEL TELEPHONE FLG FLASHING TV TELEVISION FLR FLOOR THK THICKNESS) FD FLOOR DRAIN T&G TONGUE & GROOVE FTG FOOTING TM TOP OF MASONRY FDN FOUNDATION TOM TOP OF MASONRY FNDN FOUNDATION TS TOP OF STEEL FUR FURREWNG) TOS TOP OF STEEL GA GAGE, GAUGE TW TOP OF WALL GV GALVANIZED TOW TOP OF WALL GALV GALVANIZED TYP TYPICAL GC GENERAL CONTRACT(OR) LION UNLESS OTHERWISE NOTED GL GLASS, GLAZING LINO UNLESS NOTED OTHERWISE GP GYPSUM VERT VERTICAL GYP GYPSUM VT VINYL TILE GWB GYPSUM WALL BOARD WSCT WAINSCOT HTG HEATING WC WATER CLOSET HVAC HEATING/VENTILATING/AIR COND. WWF WELDED WIRE FABRIC HT HEIGHT W WEST HC HOLLOW CORE W WIDTH, WIDE HM HOLLOW METAL WIN WINDOW HK HOOK(S) WO WITHOUT HOR HORIZONTAL W/O WITHOUT HB HOSE BIBS WE) WOOD INS INSULATE(D), (ION) • New O'Reilly Auto Parts Store 6126 GALL BOULEVARD ZEPHYRHILL FLORIDA OWNER OR TENANT D , D O O'REILLY AUTOMOTIVE STORES, INC. A MISSOURI CORPORATION (FORMERLY KNOWN AS O'REILLY AUTOMOTIVE, INC.) CORPORATE OFFICES 233 SOUTH PATTERSON SPRINGFIELD, MISSOURI 65802 417-862-2674 PHONE BIDDING INFORMATION WVWV.IPDSERVICES.NET/CLIENTS/OREILLY *REFER TO CURRENT PROJECTS LIST, LOCATED AT BOTTOM OF SIGN IN PAGE, FOR INVITED GENERAL CONTRACTORS. ALL SUB -CONTRACTOR BIDS TO BE SUBMITTED TO INVITED GENERAL CONTRACTORS ONLY. CONTACT OWNERS REPRESENTATIVE FOR PROJECT INFORMATION: DANIEL HERRON PROJECT ADMINISTRATOR 417-862-2674 EXT.5804 ARCHITECT MECH. / ELEC. ENGINEER Buddy D. Webb Architect = Consultant 3057 East Cairo (417) 877-1385 Springfield, Missouri 65802 (417) 877-9736 (FAX) STRUCTURAL ENGINEER JS Smith Consulting Engineers, P.C. P.O. Box 8102 * JOPLIN, MISSOURI 64802 * PHONE: 417-624-0444 * FAX: 417-624-0430 GENERAL NOTES A. CONTRACT ADMINISTRATION (LIMITED SERVICE): THE ARCHITECT AND/OR ENGINEER OF RECORD INDICATED HEREIN ARE PROVIDING A LIMITED SERVICE AND NOT PROVIDING CONTRACT ADMINISTRATION SERVICES FOR THIS PROJECT WHICH IS THE RESPONSIBILITY OF OTHERS. THE ARCHITECT AND/OR ENGINEER ARE NOT RESPONSIBLE FOR FIELD ACTIVITIES ON THIS PROJECT WITHOUT DIRECT INSPECTION OF THE WORK IN PROGRESS. IF FIELD CONDITIONS ARE UNCOVERED THAT REQUIRE A CHANGE OR ADDITIONAL INFORMATION, THE ARCHITECT AND/OR ENGINEER DOES NOT DELEGATE AUTHORITY TO ANYONE ELSE FOR DETERMINING THE MEANING OF PLANS OR SPECIFICATIONS AS AUTHENTICATED HEREIN. B. QUALITY STANDARDS AND BUILDING CODES: CONTRACTORS SHALL BE RESPONSIBLE FOR KNOWING THE QUALITY AND PUBLIC SAFETY REGULATIONS SET FORTH IN THE GOVERNING CODES AND OTHER APPLICABLE REGULATIONS OF LOCAL AND STATE AGENCIES HAVING JURISDICTION WHICH GOVERN EACH CONTRACTOR'S WORK. C. EXISTING CONDITIONS: FIELD VERIFY EXISTING CONDITIONS BY DETAILED INSPECTION PRIOR TO SUBMITTING BID AND BEGINNING WORK. NOTIFY THE ARCHITECT AND/OR ENGINEER OF RECO D IF EXISTING CONDITIONS DEVIATE SUBSTANTIALLY FROM THOS INDICATED HEREIN. S13 INC. EXPERIENCE. FORWARD -THINKING. 3855 S. JEFFERSON AVE. SPRINGFIELD, MO 65807 P: 417.882.2200 F: 417.882.1188 WWW.SMITHGOTH.COM CIVIL ENGINEER SPECIAL NOTE CIVIL DESIGN BY OTHERS AND IS NOT INCLUDED WITHIN THESE CONSTRUCTION DOCUMENTS. ZONING CODE ZONING CLASSIFICATION: C-2 (COMMUNITY COMMERICAL) PROPERTY AREA: (REFER CIVIL DRAWINGS BY OTHERS) PARKING SUMMARY (REFER CIVIL DRAWINGS BY OTHERS) BUILDING CODE BUILDING OFFICIAL CONTACT NUMBER: COUNTY: ZIP CODE: GOVERNING CODES AND ORDINANCES BUILDING CODE: PLUMBING CODE: MECHANICAL CODE: ELECTRICAL CODE: FIRE CODE: ENERGY CODE: AMENDING ORDINANCE: USE GROUP & CONSTRUCTION TYPE USE GROUP: CONSTRUCTION TYPE: AREA MODIFICATIONS FRONTAGEINCREASE: AUTOMATIC SPRINKLER INCREASE: ALLOWABLE HEIGHT & BUILDING AREA NO. STORIES: AREA: ACTUAL HEIGHT & BUILDING AREA NO. OF STORIES: BUILDING HEIGHT: GROSS BUILDING AREA: FIRE PROTECTION SYSTEMS AUTOMATIC SPRINKLER SYSTEM: PORTABLE FIRE EXTINGUISHERS: FIRE ALARM SYSTEM: AUTOMATIC FIRE DETECTION SYSTEM: STRUCTURAL DESIGN (RISK CATEGORY II) (REFER TO STRUCTURAL DRAWINGS) 1. LIVE LOADS (831) 780-0020 PASCO 33542 2010 FBC 2010 FBPC 2010 FBCM 2014 NFPA 2010 FFPC 2010 FBCEC N/A M (MERCANTILE) 11-B (NON-COMBUSTIBLE / UNPROTECTED) NOT APPLIED NOT PROVIDED 2 STORIES 12,500 SQ. FT. 1 STORY 22'-4" 7,470 SQ. FT. NOT REQUIRED REQUIRED NOT REQUIRED NOT REQUIRED ROOF: 20 PSF REDUCIBLE 2. ROOF COLLATERAL LOADS A. ARCHITECTURAL/MECHANICAL: 2.5 PSF B. SPRINKLER SYSTEM: 0.0 PSF 3. WIND LOADS GCpi = t 0.18 BASIC WIND SPEED: VAsD = 106 MPH VULT = 137 MPH EXPOSURE: B 4. LOAD COMBINATIONS: LOAD COMBINATIONS SHALL BE PER THE ABOVE REFERENCED BUILDING CODE. 5. BUILDING DEFLECTION LIMITS: (REFERENCED CODE DEFLECTION LIMITS, WHERE MORE STRINGENT CODE DEFLECTION LIMITS APPLY, THEY SHALL SUPERSEDE THE FOLLOWING) MAX. ROOF SNOW OR LIVE LOAD: SPAN/240 MAXIMUM ROOF TOTAL LOAD: SPAN/180 MAX. METAL BUILDING RIGID FRAME LATERAL DEFLECTION: HEIGHT/150 MAX. METAL BUILDING HORIZONTAL GIRT LATERAL DEFLECTION: SPAN/240 - ,. REVIEW DATEyjI-S" i CITY OF ZF-PHYRHILLSII� PLANS EXAMINER 1� SHEET INDEX SHEET NUMBER SHEET NAME T1 COVER SHEET S1 STRUCTURAL NOTES S2 FOUNDATION PLAN S3 FOUNDATION DETAILS S4 FOUNDATION DETAILS S5 FRAMING PLAN S6 FRAMING DETAILS Al FLOOR PLAN A2 DOOR AND WINDOW SCHEDULE A3 EXTERIOR ELEVATIONS A4 WALL SECTIONS A4.1 WALL SECTIONS A5 INTERIOR ELEVATIONS F1 FINISH PLAN SU1 SITE UTILITIES PLAN P1 PLUMBING PLAN M 1 HVAC PLAN M2 HVAC SCHEDULES E1 LIGHTING PLAN E2 POWER PLAN E3 ELECTRICAL SCHEDULES VS1 VENSTAR SURVEYOR VS2 VENSTAR O'REILLY DETAILS VS3 VENSTAR SURVEYOR - SOW � P G- 7, �70 C"4 OCCUPANCY LOAD SUMMARY MARK ROOM AREA AREA PER OCCUPANT OCCUPANTS PER AREA 100 PARTS AREA " A " 3,337 S.F. 30 S.F. 112 101 PARTS AREA " B " 2,214 S.F. 300 S.F. 8 102 OFFICE 72 S.F. 100 S.F. 1 105 PARTS AREA " C " 1,406 S.F. 300 S.F. 5 TOTAL BUILDING OCCUPANCY LOADI 126 O. • W vd o �o F, o � ° z 0 a� W SHMS eFIIIIIewc 7M WAL ARE ° APHOMMM �1 W ALL anfER OR 11101RtMNTS ARE OISCL MM IL O W N z O o O Q �. o � 3 O mW W a or 0 W yO�a d Q V�gW W o •� 'COY 3 a (1) Le - UOa�9 C-A0 IL 0 Oka), ° W ° a M W !I 0 E a Q Q Q a aoco z NNn Q � W 0 ° 0 W D J J IL Q � IL0 0 � oN i J m J & W j — a QW .. 0 0 W W cm ° 0 Z�ON o K. i W ('1l in ON o 11 mW O � _z ■ 0 �= 00. W .Wd NW w °_ALLz O :01111v 416MM no �oOr,a 0 W 0 � NILPIS N � IS ZCD W ° 3 v n16 9)�^n Q t�N�� o z ' z o DRAM" W. CFEx1ED gM: JF BDW ° 10/06/14 c f j REM9iM N 0 PROJECT NUM Eft ZRH °o TIF IbXLJ STRUCTURAL NOTES (REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION) L FWDKS & FOUNIDA7M EXCAVAMM A. A GE07ECHNICAL ANALYSIS HAS BEEN PERFORMED ON THIS SITE SEE PROJECT MANUAL FOR GEOTECHNICAL INFORMA710N. APPROPRIATE RECOMMENDATIONS STATED IN THE GE07ECHNICAL REPORT ISSUED BY UNIVERSAL ENGINEERING SCIENCES DATED MARCH 3, 2014 SHALL BE FOLLOWED. B. THESE FOUNDA77ONS HAVE BEEN DESIGNED FOR A SOIL BEARING OF 2500 psf FOR CONTINUOUS AND ISOLATED FOOTINGS C. FOUNDA71ONS AND SLAB SHOULD BEAR ON EXISTING GRANULAR SOILS OR ON PROPERLY PLACED AND COMPACTED STRUCTURAL FILL. SEE GEO TECHNICAL REPORT FOR SPECIFIC REQUIREMENTS REGARDING EXCAVA71ON AND PREPARATION OF SUBGRADE, A GEO TECHNICAL ENGINEER SHOULD BE PRESENT TO DIRECT THE REMOVAL OF UNSUITABLE SOILS AND TO DETERMINE THE ADEQUACY OF THE BEARING SURFACE PRIOR TO PLACEMENT OF REINFORCEMENT AND CONCRETE D. FOOTING WIDTHS TO BE AS SHOWN ON PLANS AND DETAILS BOTTOM OF FOOLING IS TO BE EXCAVATED SQUARE AND TRUE, E. NO FOOTING TRENCH SHALL BE OPENED WITHOUT HAVING REINFORCING AND CONCRETE READY TO BE PLACED WITHIN THAT WORKING DAY. ANY VARIATION FROM THIS PROCEDURE SHALL ONLY BE UPON THE APPROVAL OF THE PROJECT ARCHITECT. F. ALL STRIP FOOTINGS SHALL BE CENTERED UNDER WALLS BEING SUPPORTED AND ALL ISOLATED FOOflNGS SHALL BE CENTERED UNDER COLUMNS, UNLESS NOTED OTHERWISE G. MINIMUM EXTERIOR FOOTING DEPTH SHALL BE AS INDICATED ON THE FOUNDATION PLAN SHEET S2 H. IN THE EVENT THAT ORGANIC SOIL OR UNCOMPACTED FILL IS FOUND BELOW FOOTINGS OR FLOOR SLABS, IT SHALL BE REMOVED AND REPLACED WITH SELECT FILL, COMPACTED IN ACCORDANCE WITH THE GE07ECHNICAL REPORT. I. STRUCTURAL FILL SHOULD BE PLACED IN NO GREATER THAN 8' LOOSE LIFTS AND COMPACTED 1N ACCORDANCE WITH THE GE07ECHNICAL REPORT. ADEQUATE DENSITY AND MOISTURE CONTENT TESTS SHOULD BE PERFORMED TO INSURE COMPLIANCE WITH PROJECT SPECIRCA71ONS SUBGRADE INSPEC71ON AND FILL IES71NG UNDER CONTROLLED COND17IONS IS CONSIDERED ESSENTIAL IF THE FOOTINGS ARE TO BE FOUNDED IN FILL A TESTING FREQUENCY OF AT LEAST ONE FIELD DENSITY TEST FOR EACH 2500 SQUARE FEET OF LIFT, BUT NOT LESS THAN 3 TESTS PER LIFT IS RECOMMENDED WITHIN THE BUILDING AREAS 2 comm. A. ALL READY MIX CONCRETE SHALL BE 4000 psi FOR ALL CONCRETE PLACEMENT. DO NOT ADD WATER TO THE MIX DESIGN AFTER DELIVERY TO 7HE PROJECT SITE. B EXPOSED EXTERIOR CONCRETE SHALL BE AIR -ENTRAINED (TOTAL AIR CONTENT = 5%). INTERIOR CONCRETE SHALL NOT BE AIR -ENTRAINED. C. UNLESS NOTED OTHERWISE, CONCRETE COVER OVER STEEL REINFORCEMENT SHALL CONFORM TO THE MINIMUM REQUIREMENT BY AG 318. 0. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318 AND AG 315, EXCEPT WHERE OTHERWISE INDICATED. E. HOT OR COLD WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI J05-89 AND AG 306-1-90, RESPECTIVELY. F. ANY CONCRETE PLACED BY MEANS OF PUMPING SHALL BE DONE IN ACCORDANCE WITH ACI 304.21? (82). G. CEMENT SHALL CONFORM TO A.S T.M. C-150 TYPE I. H. AGGREGATES SHALL CONFORM TO A.S.T.M. C-33 FOR NORMAL WEIGHT CONCRETE & A.ST.M. C-330 FOR UGHTWEJGHT CONCRETE. L READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH A.S,T.M. C-94. ADMIXTURES MAY BE USED WITH THE APPROVAL OF THE STRUCTURAL ENGINEER. ADMIXTURES USED TO INCREASE THE WORKABILITY OF THE CONCRETE SHALL NOT BE CONSIDERED TO REDUCE THE CEMENT CONTENT. NO CALCIUM CHLORIDE ADMIXTURES ALLOWED. .1 SLABS ON GRADE A. FLOOR SLABS ARE TO BE PLACED AND FINISHED IN ACCORDANCE WITH ACI 302 (SEE PROJECT MANUAL FOR AD017IONAL INFORMATION). B THICKNESS TOLERANCE FOR ALL SLABS IS TO BE PER ACI 117 AND IS TO BE NO MORE THAN +%' (THICKER) AND NO MORE THAN Y4' (THINNER) FROM THE DESIGN THICKNESS C. CONCRETE USED FOR FLOOR SLABS SHALL INCLUDE SUPERPLASIICIZER. SEE PROJECT MANUAL FOR ADDITIONAL INFORMATION. 4. MMEMpMG: A. REINFORCING BARS SHALL BE BILLET STEEL, ASIM A 615, GRADE 6a PROVIDE CONTINUOUS BENT BARS AT FOOTING S7EPS AND 90 DEGREE BENT 71ES AT CORNERS UNLESS OTHERWISE NOTED, LAP SPLICES OR EMBEDMENT LENGTHS SHALL CONFORM TO CLASS B SPLICE (SEE SPLICE TABLE). ADJACENT BAR SPLICES IN WALLS AND FOOTINGS TO BE ALTERNATED. ALL FOOTINGS SHALL REQUIRED HOOKED REINFORCING PROJECTED INTO WALLS PILASTERS OR COLUMNS THE SIZE AND SPACING OF DOWELS ARE TO MATCH VERTICAL REINFORCING. B. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE CURRENT ASIM SPECIFICATION FOR COLD DRAWN STEEL REINFORCEMENT WERE. LAP END AND EDGES MINIMUM 6' C. REINFORCING DETAILING, BENDING, AND PLACING SHALL CONFORM TO AG 315. 0. MINIMUM CONCRETE COVERAGE: 7HE MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE. SLABS ON EARTH..........................................CENTER OF SLAB CONCRETE BELOW GRADE, FORMED......................................2' CONCRETE BELOW GRADE, UNFORMED AND POURED AGAINST EARTH ............................ ' A. TREATED LUMBER. 1. IN LOCATIONS WHERE TREATED LUMBER IS SHOWN ON DRAWINGS; THE APPROVED PRESSURE TREATED WOODS ARE ACQ-D(CARBONA7E) OR CA-B TREATED WOODS WITHOUT AMMONIA CARRIERS THE CHEMICAL REIEN77ON LEVELS ARE TO BE NO GREATER THAN 6.4 PCF FOR ACQ-Z 0.21 PCF FOR CA-B. ALL METAL CONNECTORS ARE TO HAVE A GALVANIZED COATING OF NO LESS THAN 1.85 OUNCES OF ZINC PER SQUARE FOOT PER ASTM A653. ALL BOLTS, SCREWS NAILS AND OTHER FASTENERS ARE TO BE GALVANIZED PER ASIM A153 WHERE TREATED LUMBER IS SHOWIV IN EXTERIOR INSTALLATIONS WITH NO ROOF COVERINGS TO PREVENT DIRECT EXPOSURE TO RAIN, USE HOT DIP GALVANIZED CONNECTORS PER ASIM A123. STRUCTURAL STEEL, A. FABRICATOR QUALIRCA71016 1. FABRICATOR MUST PARTICIPATE IN THE AISC QUALITY CONTROL PROGRAM AND BE DESIGNATED AN AISC-CERTIFIED PLANT B MATERIALS: 1. STRUCTURAL STEEL -------------------------------- AS7M A992, GRADE 50 UNLESS NOTED 2. PLATES, ANGLES, CHANNELS, AND MISCELLANEOUS STEEL -------- AS7M A36 J. ANCHOR RODS ----------------------------------- ASIM F1554, GRADE 36 4. HIGH STRENGTH BOLTS ----------------------- AS7M A325 (%'70) UNLESS NOTED (OF NORTH AMERICAN MANUFACTURE) 5. WELDING ELECTRODES ------------------------------- AWS A5.1 (E70XX) 6. PIPE ----------------------------------------- ASTM A53, GRADE B Z SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS (HSS) -- AS7M A500, GRADE B 7. LIGHT GAIkf STEII.: %&L WNFARM IV A19 (LATEST ED11W) AND T!# FQLLONHG: A. ALL LIGHT GAUGE METAL STUDS, JOISTS AND HEADERS ARE TO MEET OR EXCEED INDUSTRY STANDARDS AS SET FORTH BY 7HE STEEL STUDS MANUFACTURERS ASSMA71ON (SSMA). B LIGHT GAUGE STEEL MEMBER DESIGNATIONS SHOWN ON THE CONSIRUC71ON DOCUMENTS ARE SSMA STANDARD DESIGNATIONS C. ALL LIGHT GAUGE STEEL WALL SHALL BE LATERALLY BRIDGED USING 1Y2' COLD FORM CHANNELS SPACED AT 48' O.C. MAXIMUM VERTICALLY. BRIDGING CHANNEL IS TO BE POSITIVELY CONNECTED AT EACH END BY AN APPROVED METHOD. D. BOTTOM TRACK FASTENERS TO BE SPACED AT 48 - O.C. MAXIMUM AND WITH 6' OF DOOR / WINDOW OPENINGS AND ENDS OF WALLS E. POWDER ACTUATED FASTENERS SHALL BE DS HEAVY DUTY 0.1770412" LONG MANUFACTURED FROM MODIFIED AISI 1061 STEEL AUSTEMPERED TO A HARDNESS OF 52-56 HRC AND ZINC PLATED IN ACCORDANCE WITH AS7M 8633,SC1, TYPE 111. FASTENERS SHALL BE INSTALLED BY A QUALIFIED OPERATOR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS POWDER ACTUATED FASTENERS SHALL BE AS MANUFACTURED BY 'HIL71 FASTENING SYSTEMS' OR EQUIVALENT. F. ALL LOAD BEARING STUDS TO BE SEATED SQUARELY INTO TOP AND BOTTOM WALL TRACKS W17H NO MORE THAN A �s' GAP. G. THE DESIGN OF SUP TRACKS SHALL CONFORM TO THE GUIDELINES ESTABLISHED IN SSMA TECHNICAL N07E NO. 1 PUBLISHED JANUARY, 2001. E. CONC ElE MASMY UNITS ll.W: A. ALL CMU SHALL BE 2-CELL BLOCK. CELLS WHICH CONTAIN REINFORCING STEEL SHALL BE FILLED SOLID WITH GROUT, INCLUDING BOND BEAMS AND LINTELS B. VERTICAL CELLS TO BE FILLET) SHALL HAVE VERTICAL ALIGNMENT SUFFICIENT TO MAINTAIN A CLEAR, UNOBSTRUCTED, CONTINUOUS VERTICAL CELL NOT LESS THAN 270' IN PLAN DIMENSIONS C UNLESS NOTED OTHERWISE, FOUNDATION DOWELS SHALL EXTEND A MINIMUM 42 BAR DIAMETERS INTO THE MASONRY WALL OR PAR711101V. LAPS OR SPLICES SHALL BE MINIMUM 42 BAR. THERE SHALL BE A FOUNDATION DOWEL FOR EACH VERTICAL REINFORCING BAR. D. VERTICAL WALL REINFORCING SHALL EXTEND CONTINUOUS FROM THE TOP OF FOUNDATIOV TO EMBED INTO CAP BOND BEAM. E AN ADDITIONAL VERTICAL BAR NTH FOUNDA7101V DOWEL, SAME SIZE AND LENGTH AS THE DESIGNATED WALL REINFORCING BARS, SHALL BE PLACED: 1. AT INTERSECTION OF WALLS 2. ON EACH SIDE OF DOOR AND WINDOW OPENINGS J. ON EACH SIDE OF CONTROL JOINTS (REFER TO ARCHITECTURAL ELEVATIONS FOR CONTROL JOINT LOCATIONS) F. BOND BEAMS AT TOP OF CMU WALLS SHALL BE CONTINUOUS ALL INTERMEDIATE BOND BEAMS, IF ANY, SHALL BE CONTINUOUS EXCEPT WHERE INTERSECTED BY OPENINGS G. HORIZONTAL MASONRY JOINT REINFORCEMENT SHALL BE FABRICATED 9 GAUGE LADDER TYPE UNITS INSTALLED IN EVERY JOINT BELOW GRADE AND AT 16" O.C. ABOVE GRADE. WHERE DOUBLE WYIHE CMU IS SHOWN, WYTHES MUST BE CONTINUOUSLY TIED TOGETHER WITH 9 GAUGE TRUSS TYPE JOINT REINFORCEMENT. H. CONCRETE MASONRY UNITS SHALL CONFORM TO 7HE PROVISIONS OF THE CURRENT BUILDING CODE, UNLESS NOTED OTHERWISE SEE DESIGN CRITERIA FOR BUILDING CODE INFORMA71014. I• VER71CAL REINFORCING SHALL BE 15's ® 24' O.0 - LAP SPLICES TO BE 30' VERTICAL REINFORCEMENT SHALL BE CENTERED IN EACH CELL BY USE OF REBAR POS117ONERS AT A MAXIMUM SPACING OF 24' O.C. - POS17IONERS SHALL BE 9 go. WIRE AND HOT DIP GALVANIZED. 8 GENML: A. CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA REGULATIONS B. THE S7RUCTURAL DESIGN OF THE BUILDING IS BASED UPON THE FULL IN7ERAC710N OF ALL ITS COMPONENT PARTS; WITH NO PROVISION MADE FOR COIVD17IONS OCCURRING DURING COIVSIRUC17ON. THE STRUCTURE IS STABLE ONLY IN ITS COMPLETED FORM. THE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING DURING CONSTRUCTION. TEMPORARY SUPPORTS REQUIRED FOR STABILITY DURING ALL INTERMEDIATE STAGES OF CONS71?UC7I0N SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTIBILITY ANALYSIS AND ERECTION PROCEDURES, INCLUDING DESIGN AND EREC71ON OF FALSENORK, TEMPORARY BRACING, ETC THE STRUCTURAL ENGINEER ASSUMES NO LIABILITY FOR THE STRUCTURE DURING CONSTRUCTION. C. CORRECTIONS DUE TO UNFORESEEN FIELD COND17101VS OR DIMENSIONAL DISCREPANCIES ON CONSIRUC77ON DOCUMENTS MUST BE BROUGHT TO THE ATIEN71ON OF THE PROJECT ARCHITECT FOR REVIEW AND AU7HORIZA71ON PRIOR TO CORREC71W MEASURES BEING IMPLEMENTED. A STRUCTURAL DRAWINGS ARE TO BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS E. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES F. ALL SHOP DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE PROJECT ARCHITFCT/ENGNEER PRIOR TO SUBMITTING TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. DESIGN CRITERIA IS BASED ON 2010 FLORIDA BUILDING CODE DEAD LOAD: 5.5 psf ROOF LIVE LOADS: 20.0 psf COLLATERAL 2.5 psf SPRINKLER LOAD: 0.0 psf WIND SPEED: VtLT = 137 mph (V= = 106 mph) EXPOSURE = "B" RISK CATEGORY = "II" BUILDING, ENCLOSED; GCp = t0.18 WALL and ROOFS q, = 17.9 psf PARAPETS %= 17.9 psf WIND COMPONENTS do CLADDING wnd pressures shown below were used by JS Smith Consulting Engineers, P.C. for design of the exterior walls. Components designed by others for use in this project will require wind pressures be derived by that supplier. WALL AREAS 10 SQUARE FEET OR LESS = 25.7 psf WALL INTERIOR ZONES = 16.1 psf & -18.1 psf WALL END ZONES = 16.1 psf & -19.7 psf PARAPETS AT INTERIOR ZONES = 16.1 psf & -22.9 psf PARAPETS AT END ZONES = 16.1 psf & -22.9 psf ROOF INTERIOR ZONES = 6.8 psf & -19.3 psf ROOF EDGE ZONES = 6.8 psf & -22.9 psf ROOF CORNER ZONES = 6.8 psf & -22.9 psf II ALL WIND PRESSURES AND FORCES IN -ASD- UNLESS NOTED OTHERWISE II WIND=320 K DESIGN 'CID BASE SHEAR SPLICE TABLE' UNLESS NOTED OTHERWISE BAR SIZE LAP SPLICES (in.? EMBED LENGTH (in.) TOP BARS' Class B OTHERS Class B TOP BARS3 Id OTHERS Id HOOKS5 Idh #3 25 19 19 15 8 #4 33 25 25 19 10 #5 41 31 31 24 12 #6 49 37 37 29 15 #7 71 54 54 42 17 1. SPLICE TABLE IS BASED ON THE FOLLOWING: A. CONCRETE f c = 4000 psi B. GRADE 60 REBAR C. BAR SPACING NOT LESS THAN 2 BAR DIAMETERS OR 1" D. CONCRETE COVER NOT LESS THAN ONE BAR DIAMETER 2. LAP LENGTHS SHOWN ARE FOR CLASS "B" TENSION SPLICES PER ACI 318-11 CHAPTER 12. 3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED SO THAT MORE THAN 12' OF CONCRETE IS CAST BELOW THE REINFORCEMENT IN THAT MEMBER. 4. STANDARD 90' HOOKS: A. RADIUS = 4 BAR DIAMETERS FOR #3 THRU #8 RADIUS = 5 BAR DIAMETERS FOR #9 THRU #11 B. LENGTH = 12 BAR DIAMETERS 5. HOOK LENGTH MAY BE REDUCED IN ACCORDANCE WITH ACI 318-11 CHAPTER 12.5 SEE NOTE 4.A SEE NOTE 4.6 SIMPSON "AT-XP" ADHESIVE SYSTEM (CONCRETE: IAPMO UES ER-263) (MASONRY: IAPMO ES-281) 1. SUBSTITUTIONS FOR SIMPSON "AT-XP' ANCHORING ADHESIVE SHALL BE ONLY UPON THE APPROVAL OF THE PROJECT ENGINEER OF RECORD. 2 DRILL PROPER SIZE HOLE IN FULLY GROUTED MASONRY CELLS OR CONCRETE FOR THE DESIGNATED BAR AS SHOWN ON THE PLANS CLEAN OUT HOLE WITH OIL -FREE COMPRESSED AIR. COMPLETE PREPARAAON WITH USE OF A NYLON BRUSH (DO NOT USE WIRE BRUSH), BLOW OUT DUST OR FRAGMENTS J. PRIOR TO INJEC7101V, DISCHARGE AND DISPOSE OF APPROXIMA7ELY ONE FLUID OUNCE OF ADHESIVE ADHESIVE MUST BE UNIFORM IN COLOR. INSERT NOZZLE INTO THE BOTTOM OF THE HOLE AND FILL ONE HALF THE HOLE DEPTH 4. MARK SIDE OF REINFORCEMENT DOWEL OR ANCHOR PRIOR TO PLACEMENT TO INSURE THE ROD IS PLACED TO THE REQUIRED DEPTH 5. INSERT SELECTED ROD SLOWLY BY HAND INTO THE BOTTOM OF THE HOLE USING A SLOW TWSTING MORON. 6. LOAD ONLY AFTER RECOMMENDED CURE 71ME (SEE MANUFACTURER'S RECOMMENDATIONS). SHEETS BEARING THIS SEAL ARE AUTHENTICATED. RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED. 0 N CD Q mW ZM0 WOW WNW U. �U1 0Q�� a0� •� IW-�WN U. m z OD �► 0Man r ci(4M% W M 0 C0 0 Q MM 0 Q 0 � Q J � �0 w J J m J J J �J Q = M H w �0 Na = 0 aZwN r W U 0.. 1- I, L 00 '"D g On Cz° N W mac W CO CO .P �a LL r:�rz- 2-1 -+ mcoa 0 :3 '56c6; 4 O N -�j X 0W incoz Qo c d d C o C LL 1 9) W IM 0 z DRAWN BY: CHECKED By: MW JS DM 1 O/6/14 REVISION: PROJECT NUMBER: ZRH SHEET NUMBER Sol J a z 0 Fn to W a O a z 0 a W 0 W T H a 0 I- z W N z 0 U z w I: 3 0 W U) V) w a a X w W z 0 z 3 0 W m z 0 If (L z 0 H U 0 0 X a W T ..I z 0 m U) W IL 0 X a z w 0 W I h W 0 W IL 0 If IL W z W Q 0 z Q w U X W Ul a 0 z W N z W a Q W z 0 Q U tL U W a U) 0 z Q to O z 0 Ui z 0 0 W 0 0 N F- z O it IL O U �I o o Go SEE CIVIL DWGS. 86'-4" 8" 85-0" 1 2 3 4 30'-0' 25'-0" 24'-8' 3'-4" 25'-0' 3'-4' 24'-8" 3'-4" 111 8" 8'-8"E> I 1 E4 E � �N�; 5 I BOF = 97'-0' S4E> co — _ BOF = 93'-6"—-------------- ----—BOF_93'-6"— _ — - co A "-a f _ — N I I co ��\�� 6 4 I I aro ll BOF = 93 -6 --- i \ - - d_M j I LJ 41 _ ' = �.. I N of '..: 00 00 N B C C-, -'-- --- F3 F3 _ I — — — — - , j=• I —IJ I L L I L _I � a" ,•I 3 I I 00 S4 N �'• f• '1. I I � N 4" THICK CONCRETE SLAB REINFORCED W/ 13's 0 18" O.C. EACH 2 I' ih WAY (PLACED AT Or BELOW TOP OF SLAB) OVER 6" COMPACTED t -r . FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) OVER POLYETHYLENE VAPOR RETARDER OVER PROPERLY PREPARED SUBGRADE. FINISH FLOOR EL = '' 100'-0" (USGS EQUIVALENT = 105.67'). COORDINATE INSTALLATION o OF UNDER SLAB MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS WITH MECHANICAL DRAWINGS. I is � ".• :. -: k• I 2 TYP. LO TYP. r I1200 c r..:.. F;:, 4p 4� o I 4d 1 0 4� ■■IIIIII ■■■■■ =0■J MT.-L.— ----e I 2 T 8 g r ' TYP. TYP. 8' 4'-8� 446 4'4� 4'-9� 4'-2- 3'-10� 3'-111" EQUAL SPACES L 7'-4" 6'-0" 18'-8" , 1 8'-0" r 12'-0" 6'-0" 23'-0" I I 30'-0" I 30'-0" 25'-0" 1 �J ( 3 �- SEE SEE CIVIL CIVIL 86'-4" FOUNDATION PLAN SCALE: 1 /8" = V-W TRUE NORTH SEE CIVIL DWGS. j I I 3'-4' 4 0 I 00 N It N TYP. 0 I c> co I N A B 1 I Go o FOR TYPICAL TRASH ENCLOSURE SCREEN WALL SEE SECTION 9/S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCA11ON FOR MONUMENT SIGN FOUNDATIONS SEE DETAILS 10 & 11/S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCATION FOR SITE RETAINING WALL REFER TO SECTION 4/S1. SEE CIVIL DRAWINGS FOR LOCATION. FOUNDATION SCHEDULE MARK FOOTING SIZE (W x L x T) FOOTING REINFORCEMENT BOTTOM OF FOOTING ELEVATION PILASTER SIZE PILASTER REINFORCEMENT TOP OF PILASTER ELEVATION NOTES REFER MARK LONG. TRANS" WWII TIES F1 4'-0"x4'-0"x1'-O" (6) #4's (6) #4's 93'-6" SEE 4/S4 (8) #6 SEE 2/S4 99'-4" 1,2,3,4,5 4/S4 F1 F2 4'-0"x4'-0"xl'-O" (6) #4's (6) #4's 93'-6" SEE 6/S4 (8) #6 SEE 2/S4 SIM 99'-4" 1,2,3,4,5 5/S4 F2 F3 6'-0"x6'-0"xl'-6" (6) 14 EACH WAY TOP & BOTT. 96'-0" 2'-6"x2'-6" (12) #6 SEE 8/S4 99'-4" 1,2,4,5 3/S4 F3 F4 4'-0"x4'-0"x2'-4" (7) 14 EACH WAY TOP & BOTT. 97'-0" --------- ------- --------- --------- 1,2,3,4,5 6/S4 F4 F5 4'-0"x4'-0"x2'-4" (7) #4 EACH WAY TOP & BOTT. 97'-0" --------- ------- --------- --------- 1,2,3,4,5 7/S4 F5 NOTES: 1. ALL ANCHOR BOLTS SHALL BE SIZE, QUANTITY AND SPACING AS SPECIFIED BY THE PRE-ENGINEERED METAL BUILDING MANUFACTURER. MAINTAIN 3" MINIMUM CONCRETE COVER AROUND BOLTS. TIES SHALL WRAP AROUND ANCHOR BOLTS. 2. COLUMN BASE PLATES ARE TO REST ON TOP OF SLAB. PROVIDE LEVEL BEARING SURFACE FOR EVEN CONTACT. 3. COLUMN FOOTING REINFORCEMENT TO BE INTEGRAL WITH CONTINUOUS FOUNDA11ON REINFORCEMENT. 4. PROVIDE ANCHOR BOLT TEMPLATES AT COLUMN. 5. ALL SPREAD FOOTINGS ARE TO BE CENTERED BENEATH COLUMNS UNLESS NOTED OTHERWISE. KEYNOTES: QFLOOR SAFE: OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE 18"x18" BLOCKOUT (SEE SECTION 10/S3). REFER TO ARCHITECT FOR PLAN LOCATION. FINAL INSTALLATION OF SAFE TO BE AFTER COMPLE11ON OF OFFICE GYP. BOARD WORK. OSIDEWALK PROVIDE 4" THICK CONCRETE REINFORCED W/ 13's 0 18' O.C. EACH WAY (PLACED AT W BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. ODOOR PAD: PROVIDE 4" THICK CONCRETE REINFORCED W/ 13's 0 18" O.C. EACH WAY (PLACED AT Vr BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. O4 SLAB HAIRPIN. SEE DETAIL 7/S3. (FIELD BEND HAIRPIN TO MISS FLOOR SAFE WWHERE REQUIRED.) OSTEEL BOLLARD: SEE SITE DEVELOPMENT PLANS AND DETAILS. (WHERE APPLICABLE, ALIGN WITH CENTERLINE OF STOREFRONT MULLIONS.) p PROVIDE #4x4'-0" DOWEL TURN 45 DEGREES AT SLAB INSIDE CORNERS 0 SIDE WALK CONTROL JOINT, SEE SECTION 1/S2. 0 SIDE WALK ISOLATION JOINT. SEE SECTION 3/S2. 0 CONTROL/CONSTRUCTION JOINT SEE DETAILS 1 & 2/S2 10 STEPPED FOOTING, REFER TO DETAIL 11 /S3 11 DETECTIBLE WARNING SURFACE, REFER TO CIVIL DRAWINGS TERMITE PROTECTION OF SOILS: TERMITE PROTECTION SHALL BE PROVIDED AS DEFINED IN SECTION 1816 OF THE 2010 FLORIDA BUILDING CODE. SUBTERRANEAN TERMITE TREATMENT SHALL BE PERFORMED AFTER ALL EXCAVATIONS, BACKFILUNG AND COMPACTION IS COMPLETED, INCLUDING AREAS OF EXTERIOR CONCRETE OR (MADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE RETREATMENT OF SOILS MAY BE REQUIRED IF ANY TREATED SOILS ARE DISTURBED DURING THE CONSTRUCTION PROCESS. ALL TREATED SOILS ARE TO BE PROTECTED FROM RAINFALL DILUTION. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. L.Q.,,,.,, I^I IP _y; CH z a 8" 4 SECTION S2 SCALE: 3/4' = i'-O" SLAB CONTROL JOINT, TOOLED OR INTERIOR OR EXTERIOR SAWN. CONTROL JOINT TO BE )6"x Y4 CONCRETE SLAB SEE SLAB THICKNESS. SEE FOUNDATION FOUNDATION PLAN. PLAN FOR JOINT LOCATIONS. TYP. CONTROL 1 JOINT DETAIL S2 SCALE: 3/4' = 1'-0" -Y4"0xO'-1O" SMOOTH DOWEL ® 12" O.C. GREASE ONE END TO PREVENT BOND - CONSTRUCTION JOINT (IF NEEDED). LOCATION TO COINCIDE WITH CONTROL JOINTS. (SEE FOUNDATION PLAN). \ INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. TYP■ CONSTR. MS22 JOINT DETAIL SCALE: 3/4" = 1'4r -N4"0xO'-10" SMOOTH DOWEL ® 12" O.C. GREASE ONE END TO PREVENT BOND -- V ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT --, #4 CONT. 8" 1 8" EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. SIDEWALK INUOUS 3 ISOLATION JOINT S2 SCALE: 3/4" = 1'4r co NoIE - z - * 0 U) Fttl In P•.•G`2�'`� o ONAL �N z /ll i 11 l ll� l01 I 0 N w SHEETS BEARING THIS SEAL ARE ° AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. IL 0 VCJ z z w N z o 0 cm co O m W °w (�--� Z rn Lr' ZMO W It E3 (1)OoOa S a W o N UW�W i H I- o _ 10 0 ~=UJ L CM aO0 Z°° w t► m N11 T- 0 t? N N it z 0 F- U z° W o a III O ('■' Q L z 0 U) to w IL z w a 0 z a oc 0 Oa � W OC ° Ow �JLL o a� a J0 M � W J 0 J W J J a w N-O 0 w t0 0 Na Q z r W W IML N it 0 m W U U) LL O VI I— ^L, N A N O w or- .� � 0 W cl) z 0u w C or,4zv �=+ m CE Q -> IA 75 !►(6k N z -- 1 0 m� ti O mA x� Q U w mw U u� z IL +� c n. d W LL N to ° z Q rn 0 z a� ° Ul z DRAWN BY: CHECKED BY: III w MW JS ° I om 1 O/6/14 0 N REVISION: H I Ir PROJECT NUMBER: d ZRH 0 SHEET NUMBER UO PLAN co 2/-0" 1 SECTION S3 SCALE: 3/4' = V-0' E. PLAN '00 5 SECTION S3 SCALE: 3/4" = 1'A' 6' i 6' 2'-8" 2 SECTION S3 SCALE. 3/4' = V-O' 101 8' PLAN 00 I SEE PLAN 8' i I SLOPE PER I GRADING PLAN I I 27 I 1 6 SECTION SCALE: 3/4" = 1'4r GRID Qs 3 SECTION SCALE: 3/4' = 1'-(' EL. SEE PLAN *00 i SEE SECTION 1/S3 FOR TYPICAL FOOTING AND REINFORCEMENT (TYPICAL) 8' 1'-6' SQUARE 8" I TOP OF "' EL. SEE #4 CONTINUOUS -------- ------ I • ) FOOTING PLAN I I TOP (3) TIES TO BE PLACED---�i+-+�- 01' O.C. (MIN 2' COVER)- - ANCHOR BOLT GROUP II II I I 11 II 0 I O O I------#3 TIES 0 12' O.C. MINIMUM TWO TIES) " " 1 1 #4 BENT U ( BAR 0 12' O.C. ---------------- ANCHOR BOLT CONFINEMENT J1 —00 \\� \\�\\ REINFORCEMENT: (4) VERTICAL BENT DOWELS. 12" 9 SECTION S3 j SCALE: VARIES 1' 1'-4' 10 SECTION S3 SCALE: 3/4' = 1'40' SAFE KEYPAD & LOCK MECHANISM UP & STOPPER FOR SAFE DOOR GROUT r- ih 1 N SAFE SET IN LEAN MIX CONCRETE FLOOR SAFE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR BEND DIAMETE EQUALS SIX TI BAR DIAMETER 2'-0" 8' SEE FOUNDATION SCHEDULE FOR FOOTING SIZE. (CENTER FOOTING UNDER COLUMN) 4 SECTION S3 SCALE: 3/4" = 1'-O' TYPICAL 7 HAIRPIN DETAIL S3 SCALE: 3/4' = 1'-O' CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. TOP OF FOOTING cn cn z 36" (MIN) c� X (4) #4 BENT DOWELS TO MATCH c FOOTING N REINFORCEMENT a 0 (2) (4) 14 #4 018O.C. 24" (TYP) 3'-0" MIN. I 3'-0' MIN. TYPICAL 11 STEPPED FOOTING S3 SCALE: NONE (IF NEEDED) 8 SECTION S3 SCALE: 3/4' = 1'-O' DOUBLE -STEP FOOTING SHOWN. FOR FOOTING STEPS OF 2'-0' OR LESS, A SINGLE STEP FOOTING SHOULD BE USED. (4) #4 BENT DOWELS TO MATCH FOOTING REINFORCEMENT z U o 1 z o CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. OANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. 3O 4O SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT 5� SLAB HAIRPIN - SEE DETAIL 7/S3 O SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. PLAN 7O #3x5'-0" DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24" °O 8O #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) 19 9O #3 DOWELS ® 48' O.C. 10 #3 STIRRUPS ® 48" O.C. 11 (4) #4's CONTINUOUS TOP & BOTTOM. 12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 13 AT EXTERIOR DOOR LOCATIONS DRILL 6' DEEP HOLES FOR #4x1'-6' DOWELS 0 PLAN 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION 14 XZ' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT O15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. 16 COLUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. 17 CONTINUOUS FOOTING BEYOND 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 19 SEE GRADING PLAN FOR FINISHED GRADES. 20 STEEL BOLLARD SEE SITE PLAN. 21a" ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT 22 (3) #3 TIES ® %- O.C. 23 #3 TIES ® 12' O.C. 8' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET 24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT HOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF 25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED SOLID WITH GROUT. 27 #4 CONTINUOUS 28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS VERTICAL DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF 29 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. O #4 BENT DOWELS 0 18" O.C. - STAGGER HOOK AS SHOWN 31 #4's 0 12' O.C. 32 (3) #4's CONTINUOUS go GREENSTREAK" STYLE 702 WATERSTOPS (OR EQUIVALENT) IN CONSTRUCTION OINTS AS INDICATED. INSTALL WATERSTOPS TO FORM A CONTINUOUS DIAPHRAGM IN EACH JOINT. SUPPORT AND PROTECT EXPOSED WATERSTOPS DURING PROCESS OF WORK. FIELD FABRICATE JOINTS IN WATERSTOPS ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS. OPROVIDE TEMPORARY SHORING TO TOP OF STEM WALL PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO FIRST COURSE OF MASONRY 35 DRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS ® 18" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION O REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS SEE SEPARATE DRAWING DETAILS PROVIDED BY PRE-ENGINEERED METAL MANUFACTURER I I BOLTDING QUANTITY, DI METERFOR & SPACI GR II II COLUMN & BASE II " I i I PLATE PROVIDED HEX NUT & FLAT ; ; WASHER Zf BY I PRE-ENGINEERED METAL BUILDING MANUFACTURER l I II O I I I o: I I I 1 1 0- )Js' THICK STEEL TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS. BOLTS AND TEMPLATE TO BE ASSEMBLED BY THE STEEL FABRICATOR TOP OF PILASTER OR FOOTING TEMPLATE NUTS - PROVIDE 3"0 HOLE IN CENTER OF PLATE — TACK WELD ANCHOR NUT & STD. WASHER TO BOLT N *00 NOTE: SHOP ASSEMBLE TEMPLATES AND BOLTS. ANCHOR BOLT ASSEMBLY TO BE PLACED IN FORM PRIOR TO POURING CONCRETE. BOLT MATERIAL MAY BE F1554 GR. 36, OR CONTINUOUSLY THREADED A36 ROD. ALL ANCHOR BOLTS SHALL BE CLEAN AND FREE OF ALL OIL, GREASE, ICE, ETC. SHOP FABRICATED 12 ANCHOR ASSEMBLY S3 SCALE: NONE (DO NOT SHIP UNASSEMBLED TO FIELD) � jItrrrrrr��j� Fa£ Ew=s Q # Ha l ATE OF = w i •: 0 ORtt?P�G���'� a rn w SHEETS BEARING THIS SEAL ARE ° AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS I OR INSTRUMENTS ARE DISCLAIMED. I - IL 0 F z w N z 0 R U Q k C CD O m W °w N Z m 0 w ED-NODI a W to 0 0. w _� 'LLL r- 0 15 ~=WN U. N 3 aoZ°° t 0,�N_^ IllC0FE z cm 0 a z 0 U D ° W w a Ill Ti Q z O wN w 0 Q w 0 � a am z z Q— Z W 0 � ° 0 p w � J � � o a� w � J�N w m J a J J J O Ir ,J = a W w a Z 2 �00 3 W 0 11) o as 0 11ZWN W6 > w U `" Q. 0 N z 4) C •c: 0 W L W N Z 7a �IL w _. mEa. )0 !ENON Z a�ioo� _0 O UUmxv H w Q � 0 ui U v, 0° z U. (50 :2° a w ° 07 z Q z Q ° vi z 0 DRAWN BY: CHECKT BY: W MW JS ° OIgFs I 1 O/6/14 0 N REVISION: z 0 PROJECT NUMBER: ZRH 0 SHEET NUMBER O %S3 C 1 SECTION S4 SCALE: 3/4' = 1 W DRIP EDGE CAST INTO CAP (TYP.) FLEXIBLE FLASHING, CONTINUOUS. 0 I #5 DOWELS ® 24' O.C. ALTERNATE HOOK AS SHOWN ---._ GROUT ALL CELLS BELOW FINISH SLAB ELEVATION GD ofCIA #3 DOWELS ® 30" O.C. EF�ARCHITECTURAL PRECAST CONCRETE UNIT CAP WITH BACKER ROD AND SEALANT AT BrAm BUTT JOINTS. CONTINUOUS 8" (NOM) SPLIT FACE BOND BEAM W/ (2) #4 CONTINUOUS 8' (NOM) SPLIT FACE CMU REINFORCED WITH #5's ® 24" O.C. AND AT JAMBS. HORIZONTAL JOINT REINFORCEMENT TO BE AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW FINISH SLAB ELEVATION. ALL CMU WALL REINFORCEMENT SPLICE LENGTHS TO BE 30". r ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT EXTERIOR CONCRETE SLAB OR FINISH GRADE SEE CIVIL DRAWINGS EL SEE SITE PLAN .4 • . . •. O 1 I I 1 I I 1 I 1 1, 1 1 I I I I I � 1 2'-0' #3 STIRRUPS ® 30' O.C. (4) #4's CONTINUOUS TOP & BOTTOM GRID 3'-0' 3 DETAIL $� SCALE: 3/4' = 1'-0' GRID 6 DETAIL S4 SCALE: 3/4' = 1'4r 16'-0' 6' 15'-0" 6' 7'-6' 5' 1 5' (4) #6 BENT DOWELS c �.� - - ' I ® ® 1 in I I iA 1 1 1 1 O ® j — — — — — — — — — — — — — — — — N4'0 F1554 HEADED ANCHOR BOLTS WITH 12' EMBEDMENT (MIN.) 7'-6' / (3) #3 TIES— —� 9 SCREEN WALL. 10 SIGN FOUNDATION �jSCALE: 3/4' = 1'-O' S4 j SCALE: NONE 4 DETAIL $� SCALE: 3/4' = 1 W 7 DETAIL SCALE: 3/4' = 1 *4r SIGN BY OTHERS 8' (NOM.) SPLIT FACE CMU. REFER TO ARCHITECTURAL ELEVATIONS FOR PAINT SYSTEM AND COLORS. --� #4 BENT DOWELS 0 48' O.C. (TYP) ..0 WEEP HOLES 0 32' O.C. GROUT AS NECESSARY AFTER SIGN POST HAS BEEN PLACED AND ANCHORED. -- #4 BENT DOWELS AT 12' O.C. EACH FACE (4) 14 CONT. 0 EL. SEE PLAN i I 1 1 I I I 1 I 1 I I I I I I I I I 1 1 1 I I 1 I 1 I I I I I I I 1 I I 00 6' L 2'-0' 6' 01 2'-4' 5 DETAIL S4 SCALE: 3/4' = I W SEE FOUNDATION SCHEDULE FOR FOOTING SIZE (CENTER FOOLING UNDER COLUMN) F8_ SECTION S4 j SCALE: 3/4' = 1'4r COLUMN & BASE C>i PLATE BEYOND "' M FINISH GRADE SEE SITE PLAN r co It CO 1 (4) #5 CONT. 11 SECTION S4 SCALE: 3/4' = 114r KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. OANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. 3O INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. 4G SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT 5O SLAB HAIRPIN - SEE DETAIL 7/S3 6O SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. 7O #3x5'-O' DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24' r 8O #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) 9O #3 DOWELS ® 48' O.C. 10 #3 STIRRUPS ® 48" O.C. 11 (4) #4's CONTINUOUS TOP & BOTTOM. 12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 13 AT EXTERIOR DOOR LOCATIONS DRILL 6" DEEP HOLES FOR #4x1'-6" DOWELS 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION eV ISOLA11ON JOINT WITH ASPHALTIC FILLER & SEALANT 15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. 0 SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. 000LUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. 17 CONTINUOUS FOOTING BEYOND 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 19 SEE GRADING PLAN FOR FINISHED GRADES. 20 STEEL BOLLARD SEE SITE PLAN. 21 v ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT 22 (3) #3 TIES ® 1V O.C. Q #3 TIES 0 12' O.C. 8' (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET 24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT HOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF 25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED SOLID WITH GROUT. Q #4 CONTINUOUS 28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS OVERTICAL DOWEL PROJECTING INTO MASONRY WALL MATCH SIZE AND SPACING OF WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. O #4 BENT DOWELS ® 18" O.C. - STAGGER HOOK AS SHOWN 0 #4's ® 12" O.C. 32 (3) #4's CONTINUOUS O"GREENSTREAK' STYLE 702 WATERSTOPS (OR EQUIVALENT) IN CONSTRUCTION 33 JOINTS AS INDICATED. INSTALL WATERSTOPS TO FORM A CONTINUOUS DIAPHRAGM IN EACH JOINT. SUPPORT AND PROTECT EXPOSED WATERSTOPS DURING PROCESS OF WORK. FIELD FABRICATE JOINTS IN WATERSTOPS ACCORDING TO MANUFACTURER'S PRINTED INSTRUCTIONS. OPROVIDE TEMPORARY SHORING TO TOP OF STEM WALL PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO FIRST COURSE OF MASONRY ODRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O" DOWELS ® 18" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION O REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS ti; ' I 12 DETAIL S4 SCALE: 31C = 1 W ``` \tt11(r/o/I a *' No. z ' — O 'a In W LL ID cl a S�ONAL.I�� /���rrrlllll�\xN\\�6lit z U) w SHEETS BEARING THIS SEAL ARE ° AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS I OR INSTRUMENTS ARE DISCLAIMED. LL 0 z z w N z 0 o U O OD O m W w [Z Z re 0 N w�AOil W •v LLW ILI H _� u'�F- t- 0aO'o IW-xuj (3 m ° a0Z°° w �• of N — r= F M � I C�cMvN2 a z 0 H U ° W ir o a mILI 0 Q N z O co) w� w 0 Q E Q 0 z z a oc a- z W 0° ,..�0 p w I J J LL Q � LL �. IL 0 J0� ILL m J IL J J w J = w a oc Z I _= 0 0 �, W V � Q W o' Na � Q a Z (D N is > if w U In 0 In Q sM W A' N C z a •C' gof � Lu _ w z ruig �a�l+- w �QsZ� � m oa Q !E ' N z 0 C v ��� � O m0 4 Q C iLi U m � z a a W EU) ° z Q W 0 1 Z Q ° Ul z 0 DRAWN BY: CHECKED BY: IA ILI MIN J6 ° o� 1 O/6/14 0 N REVISION: H I } PROJECT NUMBER: a ZRH 0 SHEET NUMBER OU S4 co FRAMING PLAN SCALE: 1 /8" = 1'4O" 8fi'—r TRUE NORTH a 0 I N B 4 I 0 to LINTEL REINFORCEMENT, SEE LINTEL REINFORCEMENT, SEE MASONRY LINTEL SHCHEDULE MASONRY LINTEL SHCHEDULE I I I I I t--1----- -- I I I I I L i 'I I I I II co I OPENING I I I I I I I I I I I I I I OPENING I I ----J--------L---- I OPENING \ I I I I I SEE STRUCTURAL NOTES SHEET S1 FOR JAMB REINFORCEMENT I I I I I I I I HORIZONTAL REINFORCEMENT AT —J v-- SEE STRUCTURAL SILL OF OPENINGS TO MATCH NOTES SHEET S1 FOR LINTEL REINFORCEMENT ABOVE JAMB REINFORCEMENT 1 MASONRY WALL OPENINGS S5 SCALE: NONE REINFORCING IN GROUTED CELL EACH SIDE OF CONTROL JOINT II II I II I II II "•a I� Io- I —1 7 CONTROL JOINT SEE DETAIL 2 & 3/S5. NTH ARCHITECTURAL FOR CONTROL JOINT S OF MECHANICAL OPENINGS IN MASONRY TO MECHANICAL DRAWINGS. SEE MASONRY ILE FOR BOND BEAM REQUIREMENTS. ATER THAN 60" WIDE REQUIRE f0 THE PROJECT ENGINEER FOR SPECIAL ,HANICAL OPENINGS SHALL NOT BE ANY EXTERIOR DOORS. TOP OF OPENING D A MINIMUM 12' BELOW CONTINUOUS .S AND 18' BELOW WIND BEAM CENTERLINE MASONRY LINTEL SCHEDULE 0'-0' TO 5'-0' MASONRY OPENING: 8" DEEP LINTEL BLOCK WITH (2) #5's CONTINUOUS AS SHOWN. LINTEL BLOCK TO EXTEND 32' BEYOND OPENINGS, SEE WALL ELEVATION 1/S5 & 2/S5 5'-1" TO 8'-0' MASONRY OPENING: 16" DEEP LINTEL BLOCK WITH (4) #5's CONTINUOUS AS SHOWN. LINTEL BLOCK TO EXTEND 32' BEYOND OPENINGS, SEE WALL ELEVATION 1/S5 & 2/S5 TYPICAL MASONRY MASONRY CONTROL 2 LINTEL DETAIL 3 JOINT DETAIL SS SCALE: NONE S5 SCALE: NONE BENT DOWELS AT ALL BOND BEAM LOCATIONS (TYPICAL EACH BUILDING CORNER) — 0 I VERTICAL WALL REINFORCEMENT, SEE STRUCTURAL NOTES CONTINUOUS REINFORCEMENT CONTINUOUS BOND BEAM WHERE INDICATED REBAR POSITIONERS SEE STRUCTURAL NOTES 3'-0' REINFORCEMENT VERTICAL WALL REINFORCEMENT, SEE STRUCTURAL NOTES 30' LAP LENGTH PLAN VIEW OF TYPICAL 4) MASONRY BOND BEAM SS I SCALE: 31W = V-0" HOOKED BAR AS SHOWN AT ALL BOND BEAM LOCATIONS END OF WALL OR JAMB OF OPENING t--,Iti v Y r rrrrtrl/ ,,,, � J Z 0 ATE OF 4: rn �w LL 0 NA L fif apB 1 Ci fi �b0 10 0 U) w SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR W ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. F- w 0 VU z z w N z 0 U "V O 00 3 o U) W °w Z N Zy0 yQ03t a a W y 0 —J w It o< _ Ix G 0 I—=WN O00a0 0 w yn i M a. V N y 0 d z 0 U D 0 W m a w O Q y z 0 m m w rc a z a o� Q— W O oC ° �-�O W o �- 0 J m J ILI a J J J a �J = W Qs = 000>0 �o s cy a r W Q a Z t0 N w Uz W o rn AL` I0 F rW S.N O M W i.. z •yam NOS w _y�� z Swg ai4l�;L w C ,� = ; Q o N �'• N z co) m o`4 _O O ( 000 � U Q ow U m LL U)z _ ram-+ v a i U c o- W LL U) 0 z � Q A) 0 Z O of z DRAWN BY: CHECKED BY: W MW JS ° I 09M 1 O/6/14 0 N REVISION: F _ 0 tr PROJECT NUMBER: d ZRH oU SHEET NUMBER OU 1 SECTION SCALE: 3/4" = 1 W 8"f (TYPICAL) ANCHORS SHALL NOT BE LOCATED WITHIN 1V OF ANY MASONRY HEAD ,JOINTS. ANCHOR SPACING MAY BE ADJUSTED 8"t (TYPICAL) ANCHORS SHALL - NOT BE LOCATED WITHIN 1V OF ANY MASONRY HEAD JOINTS. ANCHOR SPACING MAY BE I ADJUSTED TO 2"t TO AVOID HEAD JOINTS 8"t (TYPICAL) ANCHORS SHALL NOT BE LOCATED WITHIN Or OF ANY MASONRY HEAD JOINTS. ANCHOR SPACING MAY BE ADJUSTED TO 2"t TO AVOID HEAD JOIN, r_5__j SECTION S6 SCALE: 3/4' = 1'-0' PURUN BEARING EL. VARIES TECTURAL FI CFF PF11R DRAWINM i TOP OF BOND BEAM SEE BOX NOTE FOR EL. FI _ SFF PFUR DRAWING 2 SECTION SCALE: 3/4' = 1'40' NOTE: FILL ALL CELLS IN CMU WALL MINIMUM 4'-8" IN EACH DIRECTION TO ALLOW FOR PEMB CONNECTION TO MASONRY 8" TOP OF MASONRY GRID Rw SECTION SCALE: 3/4' = 11-W IN ALL CASES, THREADED ROD ANCHORS ARE TO BE INSTALLED INTO GROUTED CELLS. SOLIDLY GROUT ALL CELLS & COURSES BETWEEN THE BOND BEAM AT THE TOP OF THE WALL AND A TOP OF BOND BEAM OF ELEVATION 112'-8". (PEMB STRUT CONNEC77ON TO MASONRY AT END SPANS) 6 DETAIL SCALE: 3/4' = V4r NOTE FOR EL 3 2 8"t (TYPICAL) ANCHORS SHALL NOT BE LOCATED WITHIN 1)" OF ANY MASONRY HEAD GRID JOINTS. ANCHOR SPACING MAY BE ADJUSTED TO 2"t TO AVOID HEAD JOINTS TRIM ANGLE FOR CLEARANCE IF REQUIRED li 4 NOTE: FILL ALL CELLS IN CMU WALL MINIMUM 4'-8" IN EACH DIRECTION TO ALLOW FOR PEMB CONNECTION TO MASONRY GRID (TYPICAL PEMB STRUT CONNECTION TO MASONRY AT END SPANS) 80t (TYPICAL) ANCHORS SHALL NOT BE LOCATED WITHIN 1V OF 1'-0" 80t 8"t 80 t ANY MASONRY HEAD JOINTS. ANCHOR SPACING MAY BE ADJUSTED TO 2"t TO AVOID HEAD JOINTS Rw SECTION SCALE: 3/4" = 1'4r EL. SEE 4 DETAIL L!6jSCALE: 3/4' = 1 W 8 SECTION SCALE: 3/4' = 1140' KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. O2 8" (NOM) SPLIT FACE CMU. REFER TO STRUCUURAL NOTES ON SHEET S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT J CONTINUOUS 8" (NOM) SPLIT FACE LINTEL BLOCK OR BOND BEAM W/ (1) #5 CONT. O CONTINUOUS FIRE TREATED 2x NAILER WITH )"0 GALVANIZED ANCHOR BOLTS 0 32" O.C. OCONTINUOUS L 6"x4"x)" LEDGER ANGLE. STOP ANGLE Xi" SHORT EACH SIDE OF MASONRY CONTROL JOINTS. ANCHOR TO WALL BY DRILLING %'0x0'-Or DEEP HOLES INTO MASONRY FOR-70XO'-W ALL -THREAD RODS (AS SHOWN IN DETAIL 5/S6) IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR INSTALLATION NOTES. ANCHOR ALSO TO BE LOCATED WITHIN 6" OF ANGLE ENDS. 6O REFER TO ARCHITECTURAL FOR ALL ROOF FLASHING REQUIREMENTS O CONTINUOUS 8" (NOM) SMOOTH FACE LINTEL BLOCK OR BOND BEAM W/ (1) #5 CONT. gU CONNECTION CUP AND BOLTS BY PRE-ENGINEERED METAL BUILDING SUPPLIER OL 6"x4"x)r CONTINUOUS. - ANCHOR TO WALL BY DRILLING 3"0xO'-6)r DEEP HOLES 9 48' O.C. INTO MASONRY FOR (1) Y4"0xO'-8V ALL -THREAD ROD IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR INSTALLATION NOTES. 10 PRE-ENGINEERED METAL BUILDING WIND BEAM AND BRACING. SEE P.E.M.B. SHOP DRAWINGS. FIELD DRILL HOLES IN WIND BEAM TO MATCH CUP LOCATIONS. ANCHOR WIND BEAM TO WALL BY DRILLING 3"0x0'-6)r DEEP HOLES INTO MASONRY 11 FOR (2) Y4"0XO'-8V ALL -THREAD RODS IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS PER ADHESIVE ANCHOR INSTALLATION NOTES. 12 DRILL )"0x0'-4V DEEP HOLES INTO MASONRY FOR (1) h"OxO'-W ALL -THREAD ROD IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR INSTALLATION NOTES. 13 BOLTS BY PRE-ENGINEERED METAL BUILDING SUPPLIER L 6"x4"x)r LEDGER ANGLE. ANCHOR TO WALL BY DRILLING WhO'-W DEEP HOLES 14 INTO MASONRY FOR (5) Y4"0x0'-W ALL -THREAD RODS (AS SHOWN IN DETAIL 7/S6) IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR INSTALLATION NOTES. 15 REFER TO ARCHITECTURAL DRAWINGS FOR EXTERIOR WALL SHEATHING. WALL SHEATHING SHALL BE ATTACHED TO EACH STUD AS PER SHEATHING MANUFACTURER'S REQUIREMENTS FOR WIND PRESSURES INDICATED ON SHEET S1. MINIMUM ATTACHMENT REQUIREMENT TO BE #8 CORROSION -RESISTANT (1" LONG) SCREWS ® 8" O.C. AT PERIMETER OF SHEETS AND AT 8' O.C. IN THE INTERIOR FIELD. 16 DIETRICH "UNI-CUP" AT EACH STUD. FASTEN TO PEMB STRUCTURAL SYSTEM WITH (2) #12-24 TEK 5 SELF DRILLING SCREWS AND TO STUD WITH (4) #10-16 SCREWS ALIGNED VERTICALLY AS SHOWN. 17 6"x16 go. METAL STUDS (60OS162-54) ® 24" O.C. 18 8"x16 ga. METAL STUDS (80OS162-54) ® 24" O.C. 19 PRE-ENGINEERED METAL BUILDING BRACING. SEE P.E.M.B. SHOP DRAWINGS. FIELD DRILL HOLES IN STUDS FOR 7r0 BOLTED CONNECTIONS 20 CONNECT STUDS TOGETHER WITH #12 SCREWS 0 12" O.C. 21 EXTERIOR INSULATION FINISH SYSTEM, REFER TO ARCHITECTURAL OL 6"x4"x�" LEDGER ANGLE. ANCHOR TO WALL BY DRILLING WhO'-Wr DEEP HOLES INTO MASONRY FOR (5) Y4"0xO'-8V ALL -THREAD RODS (AS SHOWN IN DETAIL 5/S6) IN FULLY GROUTED CELLS. APPLY ADHESIVE AND INSTALL ANCHORS. REFER TO ADHESIVE ANCHOR INSTALLATION NOTES. O6"x)rx1'-3" PLATE (BY PEMB) WITH SHIM PLATES TO MATCH GAP. FIELD WELD METAL 23 SHIMS TO WIND BEAM AS SHOWN. SHIMS TO BE PROVIDED BY CONTRACTOR. 24 3%"x16 ga. METAL STUD PARAPET CAP (362S162-54) ® 24" O.C. FASTEN TO EACH STUD TRACK W/ (1) #8 SCREW. a9 DETAIL S6 SCALE: 1 1 /2- = 1 W \\��,� \\�� �fq�sY S ;Ski • No. _ Q • — z STATE OF t4 U)�4 Z w �� �•, .LOLL R40p: ����� 0 �G 0 /ONAI..E?���I�} d z rn w SHEETS BEARING THIS SEAL ARE ° AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS I OR INSTRUMENTS ARE DISCLAIMED. I. IL 0 VCJ z z w Ln z 0 rdmv,g U O in 3 W w Z � Z m O w w E y0o=on. a Q Vm W UL —WNWLL = f- 0 VN 15 _ a 0 I-W N 3 LL Cm m ° O O a5 w mN?n m O�aIN, 0 0 cm W O z 0 U ° 0 it a w Ir Q Z O rn w Wo 0 Q 0 Q a aoco 0 a- w O w ° O w I � J � o Q O w Z� J � m J IL J J J a J = w Q � I .. 0 0 w W � _ < cy a z 0 r W W a Z to N ii U III U U) Q, o vi F L N A' N o III Z W N - C z 94 0 •� 0 1cm C o� W 0 La �a u w =Z• x 1:3 Q =� lm¢(0o � Vi : N Z N D NC 0 C U �_ O m-3 x� Q U o w _o m 0 a a U o w E Ln (A ° z � Q U) 0 z 3 ° ui z 0 DRAWN BY: CHECKED BY: W Mw is 1 O/6/14 0 N REVISION: F- I U Q: PROJECT NUMBER: d ZRH oU SHEET NUMBER UO I/ 860-4" I, GENERAL NOTES: 1 FLOOR PLAN WALL TYPES: ,Alj SCALE: 1/8- = 1'-W Z TRUE NORTH 1. PROVIDE FIRE STOPPING AND FIRE SEALANT MATERIALS AS REQUIRED AT ALL RATED WALL CONSTRUCTION MATERIAL TRANSITIONS AND PENETRATIONS. RATING TO BE EQUAL TO RATED WALL ASSEMBLY. 2. PROVIDE DIAGONAL BACKING BRACING (3" X 16 GA. FLAT STRIP) AT CORNER FACES OF FREE STANDING PARTITION SYSTEMS. 3. PROVIDE MOISTURE RESISTANT TYPE " X " GYPSUM BOARD IN REST ROOMS. 4. PROVIDE " J " MOLDING REGLETS OR CORNER BEAD AT ALL DISSIMILAR WALL MATERIAL TRANSITIONS. 5. EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0-450. CONCEALED INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-75 AND A SMOKE DEVELOPMENT RATING OF 0-450. 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" CONT. STUDS TO ROOF CONT. STUDS TO O.C. WITH 1 1/2" FOIL FACE CONT. STUDS FRAMING ABOVE 8'-6" A.F.F. POLYISOCYANURATE TO 12'-6" A.F.F. 5/8" TYPE 'X' GYP. BD. EACH INSULATION (MIN R-9) 5/8" TYPE 'X' GYP. BD. SIDE. TO ROOF FRAMING ON 5/8" TYPE W GYP. BETWEEN PARTS AREA "B" & "C". TO BD. EACH SIDE 8 x 8 x 16 ON (1) SIDE TO 12'-0" SPLIT FACE CMU OFF FINISH FLOOR. 12'-0" OFF FINISH FLOOR ON PARTS AREA "A". 3-5/8" (25 GA.) MTL. STUDS AT 24" O.C. 5/8" TYPE 'X' GYP BD. TO 3-5/8" (25 GA.) MTL. 3-5/8" (20 GA.) MTL. 3 U UNFACED BOTTOM OF ROOF FRAMING STUDS AT 24" O.C. STUDS AT 24" O.C. M81 CONT. STUDS TO ROOF FRAMING ABOVE 5/8" TYPE 'X' GYP. BD. EACH SIDE. TO ROOF FRAMING ON PARTS AREA "B" & "C". TO 12'-0" OFF FINISH FLOOR ON PARTS AREA "A'. 3-5/8" (20 GA.) MTL. STUDS AT 24" O.C. S41 S45 S42 CONT. STUDS TO 8'-6" A.F.F. 8x8x16 SPLIT FACE CMU 3-5/8" (25 GA.) MTL. STUDS AT 24" O.C. 5/8" TYPE 'X' GYP. BD. 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN �33j CONT. STUDS TO 8'-6" A.F.F. 5/8" TYPE 'X' GYP. BD. EACH SIDE 6" (25 GA.) MTL STUDS AT 24" O.C. 31/2" UNFACED BATT. SOUND INSULATION BATT. SOUND INSULATION S62 O 3/8" TECH 12 SELF TAPPING Go PURLIN FASTEN 3 5/8" (14 GA.) TRACK @ 24" O.C. TO EACH PURLIN W/ TWO/ 3/8" TECH 12 SELF- J�/ TAPPING SCREWS. KICKER: 3 5/8" (20 GA.) METAL STUDS @ 4'-0" O.C. MAX. - (2) 3/8" TECH 12 SELF TAPPING SCREWS HEADER WALL: 3 5/8" (20 GA.) MTL. STUDS @ 24" O.C. 3 5/8" (14 GA.) TOP TRACK CONTINUOUS 6" (16 GA.) (1) EACH SIDE�� � �URLIfT r r -i-r\ 1� (2) 3/8" TECH 12 SELF TAPPING SCREWS, WHERE HEADER WALL RUNS PERPENDICULAR TO ROOF PURLINS PROVIDE: (2) 6" (16 GA.) CONTINUOUS STUDS ( 1) EACH SIDE OF TOP TRACK ( 1) TECH 12 SELF TAPPING SCREW AT EACH VERTICAL STUD / TOP TRACK TRANSITION (4) TECH 12-S AT EACH PURLIN CONNECTION LAY-IN-CLG Y - ACOUSTICAL TILE CEILING IN PARTS AREA "A" RM 100 5/8" TYPE'X' GYP. BD. EACH SIDE. TO (2) 2X FIRE ROOF STRUCTURE TREATED ON PART AREA "B" CONTINUOUS SIDE. TO 12'-0" OFF BLOCKING FINISH FLOOR ON SHOWROOM SIDE. 106-10" B.O. HEADER E.I.F.S. OVER 3" THICK RIGID INSULATION 518" TYPE 'X' GYP. BD. 5/8" EXT. FIBERGLASS REINFORCED SHEATHING W/ CONT. WEATHER BARRIER 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN 6" METAL STUD FRAMING 8" METAL STUD FRAMING 6" BATT INSULATION W/FOIL FACE VAPOR BARRIER 2 HEADER WALL SECTION Al SCALE: 1/2" = i'-0' FASTEN 3 5/8" (20 GA.) TRACK @ 24" O.C. TO EACH PURLIN W/ (2) 3/8" TECH 12 SELF- TAPPING SCREWS. SEALED CONCRETE PURLIN TECH 12 SCREW CHANNEL 111'-6" LAY-IN-CL ACOUSTICAL TILE CEILING IN PARTS AREA "A" RM 100 3 5/8" (20 GA.) MTL. STUDS 5/8" GYP. BOARD POLISHED CONCRETE PARTS AREA "A" 3 ]INTERIOR WALL SECTION Al SCALE: 1/2- = 1'•0- A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO P.E.M.B. DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. ALL DIMENSIONS TO ROUGH FACE OF ROUGH FRAMING, CONCRETE OR CENTERLINE OF STRUCTURE, UNLESS OTHERWISE NOTED. 3-5/8" METAL STUD INTERIOR PARTITION DIMENSIONS NOT SHOWN FOR CLARITY. D. REFER TO SHEET F1 FOR INTERIOR FINISH REQUIREMENTS AND OWNER FURNISHED AND INSTALLED FIXTURES AND EQUIPMENT. KEY NOTES: O STEEL COLUMN: PER METAL BUILDING MFG. GC TO PROVIDE PRE -FINISHED BREAK METAL MATCHING ALUMINUM STOREFRONT FINISH AND COLOR WITH NO HORIZONTAL SEAM. OSTEEL COLUMN: PAINT CUSTOM GREEN MIX BY GLIDDEN EXTERIOR SEMI GLOSS LATEX (REFER TO W 2 ON FINISH SCHEDULE). O FLOOR SAFE: OWNER FURNISHED AND CONTRACTOR INSTALLED. SIZE TO BE VERIFIED BY OWNER. PROVIDE 18" X 18" BLOCK OUT & DO NOT INSTALL UNTIL AFTER OFFICE GYP. BD. WORK HAS BEEN COMPLETE. REFER TO STRUCTURAL SHEETS FOR LOCATION. 4O FIRE EXTINGUISHER: MOUNT 42" ABOVE FINISHED FLOOR. O5 SHOWROOM CORNER: INSTALL PLYWOOD BACKING TO EACH FACE FROM 8'-0" TO 10'-0" A.F.F. FOR INSTALLATION OF SECURITY MIRRORS. lX4 WOOD TRIM (PAINT — GRADE PINE) ATTACHED TO METAL STUD FRAMING WITH TECH 12 SCREWS AT 24" O.C. SET FLUSH. PAINT EXPOSED SURFACES TO MATCH WALL FINISH. 6" MTL. STUDS (20) @ 24" O.C. W/ (1) LAYER OF 5/8" TYPE "X GYP. BD. EA. SIDE W-0" T.O.W. FOR WALL TYPES. R-19 UNFACED BATT INSULATION 4 WALL /CEILING SECTION Al SCALE: 1.1/2- = V-O- DBL. 3 5/8" X (20 GA.) MTL. STUDS @ C.J. AS SHn'Alk' +6" (1) PIECE VEE-SHAPED SLOT CONTROL JOINT @ BOTH SIDES OF HEADER 5 GYP■ BOARD CA Al SCALE: 1-1 /2- = I'-O' ■ -� ;Vx O y C rJ 4!' al Z O W W SFEETS 8EAFM IMS SEAL ARE O AVIIEN11GM RERPONS■I ff FOR W ALL OIFER PLANS. SPOCFICAnme OR NSIRLlAO S ARE OSMAN= IL O w to Z O c 0 O It 3 W W C—_3 ZmO a. E ypDxOil a WNyW W LL In o Wa J0 o lob • ~I=—WN 3 1cm 4 0 O O O W a(az^ m o0)a o 0 cm it a Z 0 7 O W It ° m a W 0 Ix O li IL aoa Z O a.oc_ W O O oW J J a U. W 0 �0 m .j a. J J J a J = a W �0 w 7 a O riW a Z t0 N W 0 i 40 0 IL co O O CD mW c mo Z ■ �a W 1A �+ M2HILL 0 ofa � V J �� iL �.. W 0 = qyqa a W Z CD CD O 2 v IN _■ iia m mr r a 0 V -1 01 Z O Dl Z O DRAWN W. amm ov, IA JF BDW 0 oAaE. I t 1 O/O6/14 c of REV■ M _O PRDA�T INJIRER 1 ZRH 0 SNEiT NLIL6E]L OO 1 1/2" 7-5/8" 5/8" 1 1/2" (25 GA.) METAL Z-FURRING @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 8" BOND BEAM UNIT, REFER TO STRUCTURAL 5/8" TYPE "X" GYP. BD. FIRE TREATED WOOD BLOCKING: ANCHORED TO STRUCTURE. SEALANT BOTH SIDES (TYP.) ANCHOR PER MFR. RECOMMENDATIONS HOLLOW METAL FRAME, REFER DOOR SCHEDULE FOR TYPE 1 HEAD DETAIL A2 SCALE: 1.1 /2- = 1'-O- 3 A2 1/2" r 5/8" I HEAD DETA SCALE: 1.1 /2- = V-W 8" 8" BOND BEAM UNIT, REFER TO STRUCTURAL 1 1/2" (25 GA.) METAL Z-FURRING @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 5/8" TYPE "X" GYP. BD. 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 26 GA. METAL FLASHING. FIELD PAINTED TO MATCH BLOCK. VERTICAL LIFT GARAGE DOOR AND TRACK ASSEMBLY W/ WEATHER SEALS, INSTALL PER MFG'R RECOMMENDATIONS IL WALL FRAMING SYSTEM, REFER TO WALL SECTIONS p 1x 5/8" EXTERIOR FIBERGLASS REINFORCED SHEATHING of 0 F_ SHIM AND ANCHOR PER MFG'R. w J,� RECOMMENDATIONS u SUSPENDED ACOUSTICAL LAY -IN CEILING SYSTEM (REFER FINISH SCHEDULE) SEALANT BOTH SIDES (TYP.) HOLLOW ALUM. CURTAIN WALL SYSTEM, (REFER WINDOW TYPES) EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) ---XXX 5 HEAD DETAIL A2 SCALE: 1-1/2- = V-W HOL. ALUM. CURTAIN WALL SYSTEM, REFER TO FLOOR PLAN AND WINDOW TYPES DOOR - SEE DOOR SCHEDULE. 7 j HEAD DETAIL AZ SCALE: 1-1 /2- = V-W 5!8" FOR INTERIOR WALL CONST. 4-71 REFER TO FLOOR PLAN AND WALL TYPES DOUBLE STUDS AT HEADER SEALANT BOTH SIDES (TYP.) HOLLOW METAL FRAME, REFER TO DOOR SCHEDULE FOR TYPE (RATED WHERE REQUIRED) DOOR - SEE DOOR SCHEDULE. HEAD DETAIL SCALE: 1.1 /2- = V-W �Go Lo ANCHOR PER MFG. RECOMMENDATIONS HOLLOW METAL DOOR AND FRAME SYSTEM, REFER SCHEDULE FOR TYPE 8" JAMB UNIT, REFER TO STRUCTURAL DRAWINGS. SEALANT BOTH SIDES (TYP.) FIRE TREATED WOOD BLOCKING: ANCHORED TO STRUCTURE. 5/8" TYPE "X" GYP. BD. 1 1/2" (25 GA.) METAL Z-FURRING @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 2 ]JAMB DETAIL AZ ' SCALE: 1.1 /2- = V-W V2 9 F_ N % w W) 8" SPLIT FACE CMU CORNER JAMB UNIT, REFER TO STRUCTURAL DRAWINGS. 1 1/2" (25 GA.) METAL Z-FURRING @ 24" O.C. WITH 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. SEALANT 26 GA. METAL FLASHING. FIELD PAINTED TO MATCH BLOCK. FIRE TREATED WOOD BLOCKING: ANCHORED TO STRUCTURE. 5/8" TYPE "X" GYP. BD. VERTICAL LIFT GARAGE DOOR AND TRACK ASSEMBLY W/ WEATHER SEALS, INSTALL PER MFG'R RECOMMENDATIONS 4 JAMB DETAIL A2 ' SCALE: 1.1 /2- = 1'4- EXTERIOR INSULATION FINISH " SYSTEM (E.I.F.S.) 5/8" EXTERIOR FIBERGLASS REINFORCED SHEATHING WALL FRAMING SYSTEM, REFER WALL SECTIONS. SEALANT BOTH SIDES (TYP.) SHIM AND ANCHOR PER MFG'R. RECOMMENDATIONS HOLLOW ALUM. CURTAIN WALL SYSTEM, (REFER WINDOW TYPES) WALL FRAMING SYSTEM, REFER WALL SECTIONS. 5/8" TYPE "X" GYP. BD. ADHESIVE ATTACHED TO FRAMING SYSTEM FIRE TREATED WOOD BLOCKING: ANCHORED TO STRUCTURE. 1 1/2" (25 GA.) METAL Z-FURRING @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 6 JAMB DETAIL AZ ' SCALE: 1-1 /2- = 1'.W HOL. ALUM. CURTAIN WALL SYSTEM, REFER TO FLOOR PLAN AND WINDOW TYPES CONTINUOUS SILL FLASHING AND SUB SILL SEALANT (TYP. BOTH SIDES) CONCRETE FLOOR (REFER WALL SECTIONS) 8 SILL DETAIL SCALE: 1.1 /r = V-W WHERE WALL OCCURS FOR INTERIOR WALL CONST. REFER TO FLOOR PLAN AND WALL SECTIONS SEALANT BOTH SIDES (TYP.) DOUBLE STUDS AT JAMBS INSTALL 3 (MIN.) JAMB ANCHORS EACH JAMB. FRAME REINFORCING PER MFR'S RECOMMENDATIONS AT ALL HARDWARE LOCATIONS. -DOOR - SEE DOOR SCHEDULE. HOLLOW METAL FRAME, REFER TO DOOR 4„ SCHEDULE FOR TYPE (RATED WHERE REQUIRED) 10 JAMB DETAIL Al SCALE: 1.1 /2- = 1'-0- DOOR SCHEDULE DOOR DOOR FRAME DETAILS K HARDWARE REMARKS SIZE ( WIDTH x HEIGHT x DEPTH) TYPE SWING MATERIAL GLAZING S#T KEYED TYPE MATERIAL HEAD JAMB 1 T-0" X 7'-0" A REFER TO ALUM. 1 A 1 HOL. ALUM 7/A2 7/A2 REFER TO NOTES FLOOR PLAN SIM 1,2,3 2 Y-0" X T-0" X 1-3/4 g REFER TO HOL. 2 A 2 HOL. MTL 1/A2 2/A2 REFER TO NOTES FLOOR PLAN METAL 1,2,4,6,7 SECTIONAL HOL. PER MANUFACTURER REFER TO NOTE 3 6'-0" X 8'-0" D OVERHEAD METAL 3 - STANDARDS AND 3/A2 4/A2 1 REFER TO RECOMMENDATIONS 4 T-0" X T-0" X 1-3/4" C REFER TO SOLID 4 - 2 HOL. MTL 9/A2 10/A2 REFER TO NOTE FLOOR PLAN WOOD GLAZING SCHEDULE 1,5 REFER TO SOLID REFER TO NOTE 5 T-0" X T-0" X 1-3/4" C FLOOR PLAN WOOD 5 -- 2 HOL. MTL 9/A2 10/A2 1,5 6 T-0" X T-0" X 1-3/4" C REFER TO SOLID 5 -- 2 HOL. MTL 9/A2 10/A2 REFER TO NOTE FLOOR PLAN WOOD 1,5 7 T-0" X T-0" X 1-3/4" g REFER TO HOL. 6 - 2 HOL. MTL VA2 2/A2 REFER TO NOTES FLOOR PLAN METAL 1,4,6,7 NOTES: 1. ALL DOORS SHALL BE SHOP PREPARED FOR HARDWARE. 2. ALL EXTERIOR DOORS TO BE KEYED ALIKE. CONTRACTOR TO FIELD VERIFY AND MATCH CORE OF DOOR MARKED "2". 3. REFER TO FOUNDATION PLAN FOR SLOPING OF CONCRETE AT SILL. 4. EXTERIOR DOOR, FRAME AND HARDWARE SUPPLIED BY OWNER, CONTRACTOR INSTALLED. 5. IT IS THE CONTRACTORS OPTION TO DIRECT ORDER AND PURCHASE INTERIOR DOORS, HOLLOW METAL FRAMES AND HARDWARE THROUGH LOCKNET. 6. FRAME FOR INDICATED DOOR TO HAVE 4" HEAD. 7. AT EXTERIOR HOLLOW METAL DOOR FRAMES, CONTRACTOR SHALL PROVIDE AND INSTALL LOW TO NON -EXPANSIVE FOAM INSULATION EQUAL TO "GREA STUFF" - WINDOW AND DOOR, OR FILL FRAME WITH A MINIMUM OF R-11 BATT INSULATION AND SEAL OFF. LOCKNET ALL EXTERIOR DOORS, FRAMES AND HARDWARE SUPPLIED TO BE 100 COURCHELLE DRIVE PHONE 800-887-4307 EXT 133 WIND -RATED TO COMPLY WITH THE FOLLOWING CRITERIA: NICHOLASVILLE, KY 40356 FAX 859-881-5499 CONTACT: PAM PEEL EMAIL: construction@locknet.com DESIGN PRESSURE _ +50/-50 PSF FRAME TYPES: -1/4" co OLLOW ALUMINUM CURTAINWALL SYSTEM THERMALLY BROKEN W/ 1" INSUL. GLASS (REFER TO SCHEDULES FOR COLORS, GLAZING TYPES.) 1 2" v M Lo WELDED HOLLOW METAL FRAME (16 GA.) W/ (3) MIN. ANCHORS PER JAMB (REFER SCHEDULES FOR COLORS) 2 1. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. 2. REFER TO PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. INTERIOR DOOR & FRAME FINISH NOTES: 1. WOOD DOORS SHALL BE CUSTOM GRADE ROTARY SLICED NATURAL BIRCH WITH FACTORY PERFINISH. FINISH SHALL BE EQUAL TO GRAHAM #300-MEDIUM BROWN. ANY VARIANCE MUST BE APPROVED BY O'REILLY AUTO PARTS. 2. INTERIOR HOLLOW METAL FRAMES SHALL BE SHOP PRIMED AND FIELD PAINTED WITH 2 COATS SEMI -GLOSS ENAMEL GLIDDEN "CUSTOM GREEN". 18W 3/4" 2 1/4" TY (EQUAL) (EQUAL) (EQUAL) 70 A2 DOOR TYPES: � I I II Aml I II I I �I I I II I II --:�Lj HOLLOW ALUMINUM DOOR SYSTEM W/ SAFETY GLASS (REFER TO SCHEDULES FOR COLORS) Aa I I --__1 (INSULATED) FLUSH HOLLOW METAL (18 GA.) (REFER TO SCHEDULES FOR FINISHES) BE I ROUGH OPENING L- I z Z o w a. 9O °0 = C9 SOLID CORE WOOD DOOR (REFER TO SCHEDULES FOR FINISHES) c( INSULATE SECTIONAL STEEL OVERHEAD DOOR W/ v�'� LIFT CLEARANCE TRACK & LOCKING HARDWARE NOTE: SYSTEM VERTICAL LIFT/ MANUAL PULL ROPE DASHED !N DOOR AND OPERATION ( COLOR TO BE FACTORY PRIMED GRAY) DOUBLE LETTER INDICATE &FIELD PAINT (PER ELEVATIONS). LIFT CLEARANCE PAIRED DOOR LOCATIONS TRACK MOUNTED AT 1 V-0" MAX HEIGHT D 38'-7 1/2" (R. .38'-8") 8'-0" (EQUAL) i 6- LJ' 8 CONTINUOUS SILL FLASHING CURTAIN WALL NOTES: 1. FIELD VERIFY FINAL ROUGH OPENING PRIOR TO FABRICATION. 2. REFER TO COVER SHEET FOR DESIGN CRITERIA. 3. IT IS THE CONTRACTORS OPTION TO DIRECT ORDER AND PURCHASE CURTAIN WALL AND GLASS FROM COULTER & COMPANY. 4. SECURITY SHUTTERS MAY BE REQUIRED ON THIS PROJECT. CONTACT YOUR PROJECT ADMINISTRATOR FOR VERIFICATION. 5. WHEN THE WIND SPEED IS EQUAL TO OR GREATER THAN 120 MPH, A STORM PANEL SYSTEM WILL BE OWNER FURNISHED AND INSTALLED ON THIS PROJECT. CONTACT YOUR PROJECT ADMINISTRATOR TO VERIFY/COORDINATE. [0 WINDOW TYPES: 6" -�rli (EQUAL) 11'-11 3/4" (EQUAL) 5 (EQUAL) 1 8 A2 DOOR HARDWARE SCHEDULE NO. PART DESCRIPTION MANUFACTURER 1 CYLINDER 20-062 X US26D - "E" KEYWAY (REMOVABLE CORE) SCHLAGE KEYED EXTERIOR SIDE REQUIRED HARDWARE FURNISHED WITH CURTAIN WAILL DOOR SYSTEM 1 DEADBOLT MS1850S X US28 ADAMS RITE 1 DEADLOCK LEVER 4550 X US28 ADAMS RITE 1 STRIKE MS4002 X US28 ADAMS RITE 1 CLOSER 404OBC X AL (ADJ. TO 5#) LCN 1 PAIR OFFSET PIVOTS 195/188 X US26D RIXON 1 SET PUSH/PULLS CO-12/CPII X US26D KAWNEER 1 SET WEATHERSTRIP WOOL PILE, CONT., REPLACEABLE PEMKO 1 SWEEP: RETRACTING RESILIENT SEAL TYPE PEMKO 1 NO. THRESHOLD PART ANSI AND ADA COMPLIANT DESCRIPTION PEMKO MANUFACTURER 1.5 PAIR HINGES ECBB1100 - 4.5" X 4.5" - NRP, US26D HANGER 1 EXIT DEVICE 9300 B 486 / 689 - PRT03 630 THRU-BOLTED ITEM W / SEX BOLTS DORMA 1 RIM CYLINDER 20-057 RIM CYLINDER IC, W/ SCHLAGE E KEYWAY (LARGE FORMAT) - 26D - W/ 2 SECURITY KEYS AND 1 CORE KEY PER LOCK,1 BITTED SCHLAGE 1 DOOR CLOSER 8616DST HD GR 1, ADJ #3 x 689 FINISH W/ COVER - THRU - BOLTED ITEM W/ SEX BOLT INCLUDES HOLD -OPEN ARM W/ THUMBTURN DORMA 1 LATCH GUARD LG100Z/SF STRAIGHT W/PIN W/ SEX BOLTS LATCHGUARD 1 KICKPLATE 8 X 34 X .050 SS FINISH HAGER 1 THRESHOLD 36" ALUM MILL ADA COMPLIANT POSTEL 1 SWEEP CONCEALED ALUM MILL VINYL BULB POSTEL 1 SET WEATHERSTRIP JAMBS: KERFED QEBD-500 HEADER: ADHESIVE QDST-675 SCHLEGEL 1 NO. DOOR VIEWER 698 -190 DEGREE WIDE ANGLE - 26D REQUIRED HARDWARE FURNISHED WITH OVERHEAD DOOR SYSTEM ( LOCKING FROM INSIDE ONLY) PART DESCRIPTION IVES MANUFACTURER 1 OFFICE LOCK SET AU5307LN X US26D YALE 1 WALL BUMPER 409 X US26D ROCKWOOD 1.5 NO. PAIR HINGES PART BB1279 X 4.5 X 4.5 X US26D DESCRIPTION HAGAR MANUFACTURER 1.5 PAIR HINGES BB1279 X 4.5 X 4.5 US26D HAGAR 1 PRIVACY LOCK SET AU5302LN X US26D YALE 1 WALL BUMPER 409 X US26D @ DOOR NUMBER 6 ROCKWOOD 1 NO. FLOOR STOP PART 440 X US26D @ DOOR NUMBER 5 ( MOUNT AS CLOSE TO CORNER AS POSSIBLE) DESCRIPTION ROCKWOOD MANUFACTURER 1.5 PAIR HINGES ECBB1100 - 4.5" X 4.5" - NRP, US26D HAGER 1 EXIT DEVICE 8300 B 486 / 689 EXIT ONLY DORMA 1 DOOR CLOSER 5300 MLT ADJ 2-6 ALUM - GRADE 1 CLOSER WITH BACK CHECK - WITH COVER THRU-BOLTED ITEM W/ SEX BOLTS HAGER 1 LATCHGUARD LG100Z/SF STRAIGHT W/ PIN W/ SEX BOLTS LATCHGUARD 1 THRESHOLD 36" ALUM MILL ADA COMPLIANT POSTEL 1 SWEEP CONCEALED ALUM MILL VINYL BULB POSTEL 1 SET WEATHERSTRIP JAMBS: KERFED QEBD-500 HEADER: ADHESIVE QDST-675 SCHLEGEL COULTER & COMPANY 13711 E. 66TH ST. N. OWASSO, OK 74055 PHONE: (918) 272-4494 FAX: (918) 272-7908 EMAIL: coulter-co@earthlink.net CONTACT: BRENDA OR KEN GLAZING SCHEDULE a=1" INSULATED SAFETY GLAZING ( 1/4" SOLAR -COOL (2 ) AZURIA EXTERIOR PANE) ( 1/4" CLEAR INTERIOR PANE) SHADING COEFFICIENT .29 6" 6" 6" '-4 1/2" 6" 8'-0" 5 (UNIT DIM.) 5 sill sl e B1 B2 NOTE: "131" SHOWN, "132" OPP. HAND. 1 '-3 3/41' 1 00, 1 -3 3/4" CONTINUOUS SILL FLASHING 8 A2 SIM. C c Z O Ali"� N fA Z O ii SMEB WM M 7MS SEAL ME G FOR W oR INsrnu• = ME Dom. O Z W H Z o U cm r O It O 3 m In W W 9 0) Zm0 w y001 a OIL Q voyCN� w ItHi d' H Wa�m 0 • HELL 1 3 �OCy 0tO o r ocgmIL Z 0 W 3 W m O � H W I =j 0 to cc t� I M y O Y. w Q�Q aoco Z a Oo O p W H�O J JLL 04 3: ON mJ Q J j J z a = Q W p00 W a O O rW O aZN 0 w. i W 0 IL mW ■ _ 0 _Z = NIx W 1 y• W �+ �RCIm O_t Z U. O 13 V J T F_ W 0 u. W 13 Z 0 < Q oNVV o Z C JF BDW ° Day: 10/06/14 t N REVI■Olt O ZRH °o SHW Nu ■A2 O° T.O. METAL STUD ELEV. 122'-4" T.O. MASONRY ELEV. 119'-4" EAVE HEIGHT ELEV. 114'-7" T.O. FIELD PAINT ELEV. 111'-4" FINISH FLOOR HEIGHT ELEV. 100'-0" BOTTOM OF FOOTING RE: TO FOUNDATION PLAN 2 1 SIDE ELEVATION A3 j SCALE: 11W = V-W �� SIM. �� �� T.O. MASONRY ELEV. 119'4' SAVE HEIGHT ELEV. 114'-7" T.O. FIELD PAINT \fFELEV. 111'-4" -OILFINISH FLOOR HEIGHT \fFELEV. 100'-0" BOTTOM OF FOOTING RE: TO FOUNDATION PLAN 4 ]SIDE ELEVATION A3 ) SCALE: 1 /8- = v-O' SEALANT " MASTER FLASH " OR APPROVED EQUAL PIPE FLASHING WITH APPROPRIATE ADHESIVE SEAL EDGE OF COVER WITH LAP EDGE SEALANT 5 1 VENT PIPE A3 I SCALE: N.T.S. E.I.F.S. REFER TO ELEVATIONS FOR TYPE. RUSTICATION JOINT 6 ]JOINT DETAIL A3 I SCALE: N.T.S. EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: COLOR: SHERWIN WILLIAMS PAINT (1) COAT S-W PREPRITE BLOCK FILLER B25W25 (NO LESS THAN 8 MILS) (2) COATS S-W CONFLEX XL SMOOTH STANDARD CONCRETE MASONRY ELASTOMERIC A5-400 (NO LESS THAN 5.7 UNIT MILS EACH COAT) (C.M.U.) (ACCENT) COLD WEATHER APPLICATIONS: SPLIT FACE SHERWIN WILLIAMS PAINT (8" X 8" X 16" NOM.) "PROVIDE 1) COAT S-W LOXON BLOCK SURFACER (N FULL 8" LESS THAN 8 MILS) FACE AT ALL CORNERS PER LOCAL SUPPLIER (2) COATS S-W ULTRACRETE SOLVENT COURSE: RUNNING BORNE SMOOTH B46 (NO LESS THAN 8 MIL EACH COAT OR 16 MILS TOTAL) ACCENT COLOR: EQUAL TO SOFTER TAN SW6141 STANDARD CONCRETE MASONRY U NIT NIT FIELD COLOR: EQUAL TO (C. LATEE SW6108 (FIELD) (INDICATED BY SHADING: ) EXTERIOR INSULATION AND FINISH CUSTOM RED MIX BY SHERWIN WILLIAMS SYSTEM ORAP011030S WITH DRYVIT (E.I.F.S.) STRATOTONE HIGH PERFORMANCE (ACCENT) COLORANT DRYVIT - OUTSULATION PLUS MD (FACTORY MIXED ONLY) SANDBLAST FINISH EXTERIOR INSULATION AND FINISH SYSTEM SHERWIN WILLIAMS (E.I.F.S.) "SOFTER TAN" SV46141 (FIELD) EFCO IVY CURTAIN WALL KAWNEER DARK IVY ( NO SUBSTITUTES) VISTA WALL INTERSTATE GREEN CUSTOM GREEN MIX BY GLIDDEN EXTERIOR SEMI -GLOSS LATEX BASE: 6407 - 0500 BOLLARDS IN FIELD YOX: 3P42 TBL: 4P48 GRN: 3P14 WHT: 2130 COLOR #: CUSTOM EXTERIOR DOORS OWNER PRE -FINISHED BIRCH WHITE OVERHEAD DOOR (TO BE SELECTED) FACTORY PRIME/FIELD PAINTED SOFTER TAN CUSTOM RED MIX BY SHERWIN WILLIAMS (VERIFY MIX BELOW MATCHES E.I.F.S. COLOR) SHERWIN WILLIAMS MIX SHEET METAL CAP BASE: ---B65R338-B60V30-- FLASHING AT E.I.F.S. BY METAL BUILDING MFG'R GALLON FORMULA ACCENT COLOR FACTORY PRIME/FIELD PAINTED QV: 45 TW: 15 CLEAR COAT --DIAMOND CLAD CLEAR COAT URETHANE B65T105/B65V105/B65C105- 3 COMPONENT SHEET METAL CAP FLASHING BY METAL BUILDING MFG'R PRE -FINISHED "COOL BIRCH WHITE" AT EIFS FIELD COLOR SHEET METAL CONDUCTOR PRE -FINISHED HEADS AND DOWNSPOUT PER LOCAL SUPPLIER MATCH SHERWIN WILLIAMS "SOFTER TAN" SV%141 ROOF ACCESS METAL POWDER COATED BAKED FINISH. LADDER SYSTEM PER LOCAL SUPPLIER COLOR SHERWIN WILLIAMS "SOFTER TAN" SV%141 GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL / ELECTRICAL PLAN FOR SYSTEM TYPES AND LOCATIONS. D. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. KEY NOTES: 1A EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)(ACCENT): REFER TO EXTERIOR FINISH SCHEDULE. 1B EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)(FIELD): REFER TO EXTERIOR FINISH SCHEDULE. O MASONRY WALL CONSTRUCTION (ACCENT): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. 2B MASONRY WALL CONSTRUCTION (FIELD): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. O PRE-ENGINEERED METAL BUILDING SHEET METAL STANDING SEAM ROOF: BY PRE-ENGINEERED METAL BUILDING COMPANY. 4O SHEET METAL CAP FLASHING (FIELD): REFER TO EXTERIOR FINISH SCHEDULE. O SHEET METAL CAP FLASHING (ACCENT): REFER TO EXTERIOR FINISH SCHEDULE. O PRE - ENGINEERED METAL BUILDING INTERNAL GUTTER AND THROUGH WALL SCUPPER SYSTEM: PAINT EXPOSED SCUPPER SURFACES TO MATCH MASONRY COLOR. O7 CONCRETE MASONRY UNIT (CMU): SPLIT FACE HEAD JAMB UNITS. O8 LINE OF ROOF (BEYOND): DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF 1/4" PER FOOT. O SIGN: APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF SIGN, COORDINATE WITH SIGN COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED AND INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR FURTHER DETAIL 10 ADDRESS NUMBERS: 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. 11 CONCRETE FOUNDATION: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 12 DOOR AND FRAME: FIELD PAINT (REFER TO EXTERIOR FINISH SCHEDULE.) 13 CURTAIN WALL: (REFER TO FLOOR PLAN FOR WINDOW TYPES.) 14 LINE OF FOUNDATION: (REFER TO FOUNDATION PLAN.) 15 STEEL BOLLARDS: (9) TYPICAL AT CURTAIN WALL (2) AT O.H. DOOR LOCATION. (REFER TO EXTERIOR FINISH SCHEDULE AND FOUNDATION PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 SHEET METAL CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: REFER TO EXTERIOR FINISH SCHEDULE. 19 ROOF TOP UNIT (BEYOND): APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANT AS REQUIRED. PAINT TO MATCH ADJACENT WALL FINISH. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3. 22 CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. 23 MASONRY CONTROL / EXPANSION JOINT: (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. REFER TO STRUCTURAL DRAWINGS. 24 RUSTICATION JOINT: REFER TO DETAIL 6/A3. 25 ROOF ACCESS LADDER: REFER TO EXTERIOR FINISH SCHEDULE. 26 CONCRETE RETAINING WALL: REFER TO CIVIL AND STRUCTURAL DRAWINGS: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 27 CHAIN LINK FENCE GUARD RAIL: 42" HIGH. IN GALVANIZED FINISH PROVIDE AT TOP OF RETAINING WALL WHERE ADJACENT GRADE DIFFERENCE 30" OR GREATER. i Lt O �-cIL y �• l 1S z 0 N W SF#EM SEUM 1MS SEAL ARE O ALAI WICAT0. FAMPONSIBLIIY FOR W ALL Un*R PLANS, SPEMMOM OR Ml MENM ARE DOCL41M IL 0 Z W LQ z 0 o O O co O m W W W �O W EB yODa a Q V�N� W ILlu o a.< o 40 t'=WN LL Cy ay?°,° Ora t 0 � cy toIL z O 0 O LV 0 E m W 0 0W W 0 a'14 E > IL a°Q W n ao�o 0 J W O �p W W .3J LL Q°LL OCLL O Ift 0 �� 0 J .J m 0 W.J.119 11 V 0 0 F W w t0 = O Na X 0 rw W a Z �0 N W O W It O cy mW C or o z ■ oa W � v yJ � t! o ul z y+ m_UL 0 low P _3 M IL W o NLL�ti N ZOD CD O 3 h 1 qv 0 z O Ol z O ORA)MN BY: C.lECKm t;11: (� JF BDW 0 m. I o It 10/06/14 c N REVISIM O ZRH °n SLEET MNIBERA3 OO KEY NOTES: O PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: FLASHING, COUNTER - FLASHING, COPING, DRIPS, AND CONTINUOUS CLEAT SYSTEM. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. MATERIAL FURNISHED BY P.E.M.B. MANUFACTURER AND FIELD INSTALLED BY CONTRACTOR. ALL CAP FLASHING TO BE FIELD BROKEN. 2O PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) INTERNAL GUTTER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. O3 PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAMING SYSTEM: REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. 4O PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: COUNTER - FLASHING, CONT. CLEATS, DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED, REFER TO P.E.M.B. SHOP DRAWINGS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. O SHEET METAL BUILDING CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: O 3 5/8" METAL STUD FRAMING AT 24" 0. C., REFER TO STRUCTURAL DRAWINGS. O9 ROOF INSULATION: GUARDIAN BUILDING PRODUCTS. "SUPPORT FILM, BANDING AND INSULATION SYSTEM" 8" AND 3.5" (R-36) (NO SUBSTITUTE) FIBERGLASS BLANKET INSULATION OVER HIGH STRENGTH STEEL SUSPENSION STRAPS ATTACHED UNDERNEATH PRE - ENGINEERED METAL BUILDING ROOF PURLINS.TAPE, FASTENERS AND INSULATION PROVIDED BY GUARDIAN BUILDING PRODUCTS. ( OWNER SUPPLIED AND CONTRACTOR INSTALLED) 10 INSULATION: 6" (R-19) FIBERGLASS BATT INSULATION WITH FOIL FACE VAPOR BARRIER. 11 PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) THRU WALL SCUPPER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. 12 PRE - FINISHED HOLLOW ALUMINUM CURTAIN WALL SYSTEM: REFER TO WINDOW TYPES, GLAZING SCHEDULE, AND O PRE - ENGINEERED METAL BUILDING ROOF PANEL SYSTEM WITH THERMAL BLOCKS: EXTERIOR FINISH SCHEDULE FOR COLORS. REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. O 5/8" EXTERIOR FIBERGLASS REINFORCED SHEATHING WITH CONTINUOUS INFLITRATION AND MOISTURE BARRIER. FLASHING DETAIL C 11 T.O. METAL STUD EL. 122-4" EL. 116-41 /4" EL. 11 V-6 1/2" HEAD DETAIL C.L. RUST. JT. EL. 105'-8" (BEYOND) EL. 103'-2" SILL DETAIL WALL SECTIO SCALE: 1 /r = V-V SCALE: i i /2" = 1'-0" 13 PRE - FINISHED SHEET METAL: GC TO PROVIDE (26 GA.) COLUMN ENCLOSURE TO EXTEND THRU FINISH CEILING SYSTEM. FINISH TO MATCH CURTAIN WALL SYSTEM. FLASHING DETAIL WALL SECTION SCALE: 1/2" = V-W 8 FLASH DETAIL A4 I SCALE: 1 1/2- = 1'4" 14 ACOUSTICAL LAY -IN CEILING SYSTEM: SUSPENDED, REFER TO FINISH SCHEDULE FOR TYPE. 15 8" AND 6" METAL STUD FRAMING: AT 24" O.C. ATTACHED TO PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. REFER TO STRUCTURAL DRAWINGS. 16 6" (18 GA.) METAL STUD FRAMING: AT 24"O.C. ATTACHED TO PRE ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. 1 5/8" TYPE "X" GYPSUM BOARD: REFER TO INTERIOR FINISH SCHEDULE FOR PAINT. 18 WALL SIGNAGE: SURFACE MOUNTED. OWNER FURNISHED AND INSTALLED, PROVIDE BACKING AND ELECTRICAL AS INDICATED. 19 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( DARK GREEN) TYPICAL BOTH SIDES OF CURTAIN WALL PERIMETER. 20 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 21 RECESSED LIGHTING FIXTURE: REFER TO ELECTRICAL SHEETS FOR TYPE AND LOCATION. WALL SECTION SCALE: 1/2" = V-W PLAN SECTION 10 AT COLUMN A4 j SCALE: 3/4" = V-W 22 FLOORING AND BASE: REFER TO FINISH SCHEDULE FOR TYPES AND LOCATION. 23 CONCRETE MASONRY UNIT (CMU) BEARING WALL: (8" X 8" X 16" ) RUNNING BOND WITH HORIZONTAL REINFORCEMENT AT 16" O.C. VERTICAL. REFER TO STRUCTURAL PLANS FOR VERTICAL REINFORCEMENT REQUIREMENTS. REFER TO ELEVATIONS AND STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS. REFER TO EXTERIOR FINISH SCHEDULE FOR FINISH. 24 SEALANT WITH BACKER ROD. MATCH ADJACENT MATERIAL FINISH COLOR. 25 2 X FIRE TREATED CONTINUOUS NAILER: (CUT DOWN THICKNESS AS REQUIRED) ANCHOR TO TOP OF MASONRY BOND BEAM WITH 1/2" EXPANSION ANCHORS AT 32" O.C. 26 FLEXIBLE FLASHING: CONTINUOUS TO LAP OVER NAILERS AND DOWN BEHIND CONTINUOUS CLEATS ON BOTH SIDES. LAP JOINTS 8" MINIMUM AND MASTIC JOINTS. 27 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. 28 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3/4" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. T. 0. PURLIN FLASHING DETAIL n WALL SECTION SCALE: i /r = 1'-W 29 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER RIGID INSULATION IN CUSTOM PROFILE AS INDICATED. 30 DOOR UNIT: REFER TO FLOOR PLAN AND DOOR SCHEDULE FOR TYPES AND LOCATIONS. 31 CONCRETE MASONRY UNIT (C.M.U.) BOND BEAM: REFER TO STRUCTURAL DRAWINGS.PROVIDE SMOOTH FACE AT TOP COURSE OF WALL. 32 FIRE TREATED 3/4" PLYWOOD. 33 EXPOSED FASTENERS TO HAVE NEOPRENE WASHERS. O 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 35 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) DRIP. FLASHING DETAIL SCALE: 1/2" = 1'4r GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE - ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR SYSTEM TYPES AND LAY -OUT. D. SHEET METAL FABRICATIONS TO BE INSTALLED PER S.M.A.C.N.A. ( SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) LATEST REVISION. E. DIMENSIONS TO FACE OF STRUCTURE, CONCRETE OR ROUGH FRAMING UNLESS OTHERWISE INDICATED. F. REFER TO FOUNDATION PLAN FOR FOOTINGS, FOUNDATIONS, AND REINFORCEMENT REQUIREMENTS. G. REFER TO INTERIOR AND EXTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. H. NOT ALL INSULATION SHOWN FOR CLARITY. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0 - 450. FLASHING DETAIL SCALE: 1 /20 = V-W SLOPE TO DRAIN 11 I FLASH DETAIL A4 f SCALE: 1 1/2- = 1'-W aA • • La ''• vd r+ ' 0 s.. W0 W tv d'� • '.E��°� IL ' s t Z 0 SlFFIS 80MM 7HS SEAL ARE O MAHOMOOM ALL � W OR IGTR M04TS ARE DMCLAOM W O Z W C=3 Z o U Z cm r O 3 c mW W _Z 0 zjxo W E yo3x a Q o0N011 -j w LLWNW H oa -n uj j 0 zo •� F'=WN t Dom O 1■1� a N Z co Oda t w z 0 O W 0 C W K O z O wL aoa ao�o Z 0 a O � O o W W J -j b. any- y W o O - � JB m J 0 J J .J lia W J W a F=- W W �0 = O 0 N W i a Z 0N o W IL O mW Z ■ 0 = W N W NWx H �_�LL o � CD co � 0_1rW H W W IIL = u�aa^oa^o o O (A Z t! DRAwl1 9M: CFEL',M W. JF BDW 0 o� I t 10/06/14 0 N REVISION O ZRH c0i KEY NOTES: 10 PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: FLASHING, COUNTER - FLASHING, COPING, DRIPS, AND CONTINUOUS CLEAT SYSTEM. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. MATERIAL FURNISHED BY P.E.M.B. MANUFACTURER AND FIELD INSTALLED BY CONTRACTOR. ALL CAP FLASHING TO BE FIELD BROKEN. O PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) INTERNAL GUTTER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. O PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAMING SYSTEM: REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. 4O PRE - ENGINEERED METAL BUILDING SHEET METAL FLASHING: COUNTER - FLASHING, CONT. CLEATS, DRIPS CLOSURES, TRANSITIONS, COPINGS AND ACCESSORIES AS REQUIRED, REFER TO P.E.M.B. SHOP DRAWINGS. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. O SHEET METAL BUILDING CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: O PRE - ENGINEERED METAL BUILDING ROOF PANEL SYSTEM WITH THERMAL BLOCKS: REFER TO P.E.M.B. SHOP DRAWINGS FOR REQUIREMENTS. O 5/8" EXTERIOR FIBERGLASS REINFORCED SHEATHING WITH CONTINUOUS INFLITRATION AND MOISTURE BARRIER. FLASHING DETAIL Lp'll1'-4" 3/8" SCALE: 1/2" = 1'-W O8 3 5/8" METAL STUD FRAMING AT 24" 0. C., REFER TO STRUCTURAL DRAWINGS. O9 ROOF INSULATION: GUARDIAN BUILDING PRODUCTS. "SUPPORT FILM, BANDING AND INSULATION SYSTEM" 8" AND 3.5" (R-36) (NO SUBSTITUTE) FIBERGLASS BLANKET INSULATION OVER HIGH STRENGTH STEEL SUSPENSION STRAPS ATTACHED UNDERNEATH PRE - ENGINEERED METAL BUILDING ROOF PURLINS.TAPE, FASTENERS AND INSULATION PROVIDED BY GUARDIAN BUILDING PRODUCTS. ( OWNER SUPPLIED AND CONTRACTOR INSTALLED) 10 INSULATION: 0 6" (R-19) FIBERGLASS BATT INSULATION WITH FOIL FACE VAPOR BARRIER. 11 PRE-ENGINEERED METAL BUILDING STAINLESS STEEL (18 GA.) THRU WALL SCUPPER SYSTEM WITH ALL JOINTS WELDED. REFER TO P.E.M.B. SHOP DRAWINGS. 12 PRE - FINISHED HOLLOW ALUMINUM CURTAIN WALL SYSTEM: REFER TO WINDOW TYPES, GLAZING SCHEDULE, AND EXTERIOR FINISH SCHEDULE FOR COLORS. 13 PRE - FINISHED SHEET METAL: GC TO PROVIDE (26 GA.) COLUMN ENCLOSURE TO EXTEND THRU FINISH CEILING SYSTEM. FINISH TO MATCH CURTAIN WALL SYSTEM. 3 coRNER PILASTER DETAIL A4.1 SCALE: 3/4" = i'-W jjk T.O. MASONRY EL. 119'4' EXTENDED PLATFORM W/ BRACING ON EACH SIDE N T. O. MASI EL. 1164' Y EL. 114'-7" 10 1/2" X 3" ANGLE 2 1/2" WIDE X .125" THICK. ATTACH TO EAVE W/ (2) 1/2" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN T.O. BOND BEAM 112'-8" TREADS: EXTRUDED ALUM. CHANNEL (6000 SERIES ALLOY), NO LESS THAN 21/4" WIDE BY 30" LONG. SURFACE SHALL BE DEEPLY SERRATED & EDGES ROUNDED ON A. 125" RADIUS TO PROVIDE MAXIMUM GRIP & FOOT TRACTION. 10 1/2" X 3" ANGLE 21/2" WIDE X. 125" — THICK. ATTACH TO BLOCKING W/ (2) 1/2" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN SIDE RAILS: .125" X 21/2" WIDE W/ EDGES ROUNDED ON A .125 RADIUS TO PROVIDE FOR A POWER GRIP; FORMED FROM ALUM. EXTRUSIONS, 6063-T6 ALLOY. 10 1/2" X 3" ANGLE 2 1/2" WIDE X .125" THICK. ATTACH TO BLOCKING W/ (2) 112" ANCHOR BOLTS W. NEOPRENE PAD BETWEEN SECURITY PANEL W/ SIDE UP TO 8'-O" ABOVE FINISH GRADES II I FINISH FLOOR 100'-0" A ssssss =-�RPM - 14 ACOUSTICAL LAY -IN CEILING SYSTEM: SUSPENDED, REFER TO FINISH SCHEDULE FOR TYPE. 15 8" AND 6" METAL STUD FRAMING: AT 24" O.C. ATTACHED TO PRE-ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. REFER TO STRUCTURAL DRAWINGS. 16 6" (18 GA.) METAL STUD FRAMING: AT 24" O.C. ATTACHED TO PRE - ENGINEERED METAL BUILDING STRUCTURAL FRAME SYSTEM. 17 5/8" TYPE "X" GYPSUM BOARD: REFER TO INTERIOR FINISH SCHEDULE FOR PAINT. 18 WALL SIGNAGE: SURFACE MOUNTED. OWNER FURNISHED AND INSTALLED, PROVIDE BACKING AND ELECTRICAL AS INDICATED. 19 SEALANT: EQUAL TO "TREMCO" SERIES 830 ( DARK GREEN) TYPICAL BOTH SIDES OF CURTAIN WALL PERIMETER. 20 2 X FIRE TREATED NAILERS: ANCHORED TO STRUCTURE. 21 RECESSED LIGHTING FIXTURE: REFER TO ELECTRICAL SHEETS FOR TYPE AND LOCATION. NOTE: FOR TYPICAL WALL CONSTRUCTION, REFER 3/A4. NOTES: ALL ALUMINUM LADDER CONNECTORS TO BE FACTORY WELDED. PROVIDE SHOP DRAWINGS. FINISH TO BE POWDER COATED BAKED ON. NOTE: LADDER TO BE IN COMPLIANCE W/ "OSHA" & "ANSI" REQUIREMENTS. 2 LADDER DETAIL A4.1 SCALE: 1 /2' = 1'40' 3'4' 4 PILASTER DETAIL A4.1 SCALE: 3/4' = V-W 22 FLOORING AND BASE: REFER TO FINISH SCHEDULE FOR TYPES AND LOCATION. 23 CONCRETE MASONRY UNIT (CMU) BEARING WALL: (8" X 8" X 16") RUNNING BOND WITH HORIZONTAL REINFORCEMENT AT 16" O.C. VERTICAL. REFER TO STRUCTURAL PLANS FOR VERTICAL REINFORCEMENT REQUIREMENTS. REFER TO ELEVATIONS AND QU IREMENT S STRUCTURAL DRAWINGS FOR LOCATIONS OF CONTROL JOINTS. REFER TO EXTERIOR FINISH SCHEDULE FOR FINISH. 24 SEALANT WITH BACKER ROD. MATCH ADJACENT MATERIAL 0 FINISH COLOR. 25 2 X FIRE TREATED CONTINUOUS NAILER: (CUT DOWN THICKNESS AS REQUIRED) ANCHOR TO TOP OF MASONRY BOND BEAM WITH 1/2" EXPANSION ANCHORS AT 32" O.C. 26 FLEXIBLE FLASHING: CONTINUOUS TO LAP OVER NAILERS AND DOWN BEHIND CONTINUOUS CLEATS ON BOTH SIDES. LAP JOINTS 8" MINIMUM AND MASTIC JOINTS. 27 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. 28 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER 3/4" THICK RIGID INSULATION. REFER TO ELEVATIONS FOR LOCATIONS OF RUSTICATION JOINTS. NOTE: THRU WALL SCUPPER ROUGH OPENING 8" X 8". PROVIDE 4" MIN. WIDE SMOOTH SURFACE AROUND OPENING PERIMETER. SET OUTSIDE SCUPPER FLANGE IN BED OF SEALANT. N 114'-7" THRU WALL SCUPPER DETAI N - p 7 4 11 � r co PILASTER CAP DETAIL SCALE: 1 1/2" = V-W 29 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.): OVER RIGID INSULATION IN CUSTOM PROFILE AS INDICATED. 30 DOOR UNIT: REFER TO FLOOR PLAN AND DOOR SCHEDULE FOR TYPES AND LOCATIONS. 31 CONCRETE MASONRY UNIT (C.M.U.) BOND BEAM: REFER TO STRUCTURAL DRAWINGS.PROVIDE SMOOTH FACE AT TOP COURSE OF WALL. 0FIRETREATED 3/4" PLYWOOD. 0 33 EXPOSED FASTENERS TO HAVE NEOPRENE WASHERS. O 1 1/2" (25 GA.) METAL Z-FURRING CHANNELS @ 24" O.C. WITH 1 1/2" FOIL FACE POLYISOCYANURATE INSULATION (MIN R-9) BETWEEN. 35 EXTERIOR INSULATION FINISH SYSTEM (E.I.F.S.) DRIP. 7 5/8" 3/8 1'-9" 12 114 1/2" V-6 3/1 CONDUCTOR HEAD AND DOWNSPOUT DETAIL /s1 6 THRU WALL SCUPPER DETAIL A4.1 ' SCALE: 1 1/2- = V-W NOTES 1. SHEET METAL (26 GA.) FABRICATED ASSEMBLY PER S.M.C.N.A. STANDARDS FURNISHED AND INSTALLED BY CONTRACTOR. REFER TO EXTERIOR FINISH SCHEDULE FOR COLORS. COORDINATE WITH P.E.M.B. THRU WALL SCUPPER ASSEMBLY. 2. REFER TO THE ARCHITECTURAL SHEBT METAL SECTION OF THE NRCA ROOFING AND WATERPROOFING MANUAL FOR JOINERY AND SECUREMENT OPTIONS FOR SHEET METAL. ISOMETRIC VIEW THRU WALL SCUPPER ASSEMBLY. REFER TO P.E.M.B. SHOP DRAWINGS. DRIP EDGE FOR CONDUCTOR HEAD AND THRU WALL SCUPPER ATTACHMENT. PROVIDE MINIMUM (3) GALVANIZED SCREWS. ATTACH CONDUCTOR HEAD TO EXTERIOR OF BUILDING MATERIAL WITH (2) GALVANIZED SCREWS. PROVIDE SHEET METAL (24 GA.) DOWNSPOUT SUPPORT STRAPS AT 4'-0" O.C. VERTICAL MAXIMUM ATTACHED TO BUILDING EXTERIOR FINISH MATERIAL WITH GALVANIZED SCREWS. GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE - ENGINEERED METAL BUILDING SHOP DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS FOR SYSTEM TYPES AND LAY -OUT. D. SHEET METAL FABRICATIONS TO BE INSTALLED PER S.M.A.C.N.A. ( SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION) LATEST REVISION. E. DIMENSIONS TO FACE OF STRUCTURE, CONCRETE OR ROUGH FRAMING UNLESS OTHERWISE INDICATED. F. REFER TO FOUNDATION PLAN FOR FOOTINGS, FOUNDATIONS, AND REINFORCEMENT REQUIREMENTS. G. REFER TO INTERIOR AND EXTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. H. NOT ALL INSULATION SHOWN FOR CLARITY. INSULATION SHALL HAVE A FLAME SPREAD RATING OF 0-25 AND A SMOKE DEVELOPMENT RATING OF 0 - 450. NOTES 1. STAINLESS STEEL (16 GA. OR 18 GA.) FABRICATED WELDED CONSTRUCTION SUPPLIED BY P.E.M.B. MANUFACTURER AND CONTRACTOR INSTALLED. 2. THRU WALL SCUPPER ROUGH OPENING 8" X 8". PROVIDE 1/8" MINIMUM CLEARANCE AROUND SLEEVE PERIMETER FOR FIELD INSTALLATION. REFER TO P.E.M.B. SHOP DRAWINGS FOR FINISH ASSEMBLY DIMENSIONS. DRIP I CONDvv vrx ww ATTACHMENT. IT =� ��2• N VIEW THRU WALL SCUPPER OUTSIDE~ WALL FACE SLEEVE ASSEMBLY. THRU WALL SCUPPER INSIDE WALL FACE SLEEVE ASSEMBLY. NOTE: INSIDE SLEEVE INSERTS INSIDE OUTSIDE SLEEVE WITH COMMON JOINTS FIELD WELDED. 7 THRU WALL SCUPPER DETAIL A4.1 SCALE: NOT TO SCALE FRONT ELEVATION 8 CONDUCTOR HEAD & DOWNSPOUT DETAIL A4.1 SCALE: 1 1 /4" = i'-O' co 6" 6" 14 RIGHT ELEVATION 0 eo '.yJ • • ' .`•; -` • • f» �.- IC IL z O W SIEEPS DEMO 7W WAL ME O ALL 01M �� W OR NSYRU ENIS ME DOCL410. IL O w In z c 0 0 Oco E 3 w W C=3 z Zm0 E9 NODI a Q 0 -J W LLluF F H w o _j V o •1111111111111 F-=wN ¢Dcy �0 O aNZco m O► mIrn M �- ciNN0 a z O O w ° E m a W E 0 0 O - N O E Q a 0 a z a o� a- W 0 O 0 W W U. yIL O >00� J to a J J a w J W Q �00� w O N 0 r w w a Z t0 N W O i W O ow cy CD mw = oc o z ■ 0 �a W Nj 0yw z I— IL O ID V c) J w�Of W W IL M s a 0)a�� O �l z O ORINi W. CMEOI�D BM: JF BDW ° I o:uE: t 10/06/14 0 N REv151oN: O PfAMI NUAEEI4 ZRH n A4.1 11 GENERAL NOTES: KEY NOTES: v Lo I I I -------I ENLARGED PLAN SCALE 1/4- - 11A" —)SIMILAR NOTE: REFER TO OVERALL FLOOR PLAN FOR RESTROOM ORIENTATION AND LAYOUT OF ADJACENT WALLS. SPECIAL NOTE: REFER TO PRE-ENGINEERED METAL BUILDING SHOP DRAWINGS FOR LOCATIONS OF INDEPENDENT STRUCTURAL VERTICAL LATERAL BRACING SYSTEMS AND NOTIFY OWNER'S REPRESENTATIVE AND ARCHITECT IF BRACING OCCURS ADJACENT TO RESTROOM PERIMETER WALLS. ENTIRE RESTROOM LAYOUT TO SHIFT 6" AWAY FROM BRACING WALL(S) TO CONCEAL STRUCTURE. �. 4 H =.� LL: �b in O 0' QnOQa. o to 9 0 ' OAF 5'-4 3/4" I. 2'-0" 7'-4 3/4" 12iELEVATION as SCALES 1/4- = 1•-W FINISH FLOOR 141 ELEVATION AS I SCALE:1/4-= IW jgk T.O. FRAMING EL. 109'-0" EL. 100'-0" 131 ELEVA7 AS I SCALE: 1/4- - V-W 6-8 3/ I" VL�R. '-4" �( 7� T-5 3/6' T-0" 3/8�� 5'-10 3/4" �1'-4" � 6'-8 3/4" V-10" T-4" �� 6'- 0" 7'-4IT � of 6'-10" F2� ELEVATION 3 VATION F4LEVATION ELEVATION ELEVATION AJ SCALES 1/4- = 1'-W AS SCALE: 1/4- = 1'A' Ai5 SCALE 1/4- x 1*-w A5 SCALE: 1/4' = 1'-0- A� SCALE: 1/4- _ /'4` J 11 GRAB BAR SUPPORT BAR A5 8 FASTENER & MOUNTING SUPPORT SHALL BE ABLE TO w F F 8 WITHSTAND 250#/FT. IN D BENDING, SHEAR & TENSION. 0 8 Hzj C / H 12 H It w o2 (V 0 FALLPOSED 8" MIN. _MIN. 1 1/4" 1/2" P. TO BE 11" MIN. U INSULATION.RED 17" MIN. ' "-18 3 3/8" 3'-0" 3'-5 3/8" MAX. 1 1/2 7 11 7,�„ CLR. 1 6'-10" 7'�'t LAVATORY 7 LEVATION 8 LEVATION 9 LEVATION 10 ELEVATION 11 CLEARANCES A5 SCALES IW = 1W AS SCALES 1/4- = v-w A5 SCALES SCALE-1 1R' = r-w AS sCALEs 1/Z- - 1'0' L 9'-7 1/4" L REF. FLOOR PLAN L 14'-9 1/4" 1 AO REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. OB LAYOUT DIMENSIONS OF PLUMBING FIXTURES AND ACCESSORIES TO FACE OF GYPSUM BOARD OR CENTER LINE OF FIXTURE. LAYOUT DIMENSIONS OF WALLS AND CEILINGS TO ROUGH FACE OF FRAMING, MASONRY, OR CENTER LINE OF STRUCTURE. ALL GYPSUM BOARD 5/8" THICK UNLESS OTHERWISE INDICATED AND DIMENSIONS NOT SHOWN FOR CLARITY. O REFER TO PLUMBING DRAWINGS FOR FIXTURE TYPES AND ADDITIONAL REQUIREMENTS. PROVIDE ADDITIONAL COLD FORM METAL FRAMING OR FIRE TREATED BLOCKING AS REQUIRED FOR PROPER SUPPORT. DO REFER TO INTERIOR FINISH SCHEDULES FOR MATERIAL FINISH TYPES AND LOCATIONS. O ALL EXPOSED PIPING BELOW SINKS TO BE COVERED WITH INSULATION. O WATER CLOSET. ACCESSIBLE FIXTURE HEIGHT TO TOP OF SEAT TO BE 17" MINIMUM AND 19" MAXIMUM A.F.F.. ACCESSIBLE FIXTURE FLUSH CONTROLS TO BE ON WIDE SIDE OF TOILET. 2O WALL HUNG LAVATORY. O WALL HUNG URINAL. MOUNT RIM 1'-5" MAXIMUM ABOVE FINISH FLOOR. 0 HIGH / LOW DRINKING FOUNTAIN WITH CANE GUARD. OFLOOR MOUNTED JANITOR SINK. O EYE WASH STATION. INSTALL WITH TOP AT 48" ABOVE FINISH FLOOR. O BASE, REFER TO FINISH SCHEDULE. O SANITARY WALL PANEL SYSTEM. PROVIDE TRIM AND EDGE MOLDING AROUND PERIMETER. (D PAINT, REFER TO FINISH SCHEDULE. 10 DOOR, REFER TO DOOR AND FINISH SCHEDULES. 11 WOOD TRIM, PAINT. 12 WALL CONSTRUCTION, REFER TO FLOOR PLAN FOR TYPES. 13 FIRE TREATED 2X WOOD BLOCKING. 14 WALL OPENING TO BEYOND, REFER TO FLOOR PLAN. 15 OWNER FURNISHED AND INSTALLED FURNISHING, SHELVING, OR FIXTURE. FOR REFERENCE ONLY (N.I.C.) 16 OWNER FURNISHED AND INSTALLED ACCESSIBLE CUSTOMER SERVICE COUNTER TO COMPLY WITH ACCESSIBILITY REQUIREMENTS. FOR REFERENCE ONLY (N.I.C.) ACCESSORY SCHEDULE MK DESCRIPTION MANUFACTURER SERIES / MODEL MOUNTING LOCATION ACCESSORY NOTES O TISSUE PAPER GEORGIA PACIFIC COMPACT REFER PLANS, WNER FURNISHED AN DISPENSER 56783 ELEVATIONS, LEGEND INSTALLED (NIC) OB GRAB BAR BOBRICK B6806 x 48" REFER PLANS, ELEVATIONS, LEGEND CO GRAB BAR BOBRICK B6806 x 18" REFER PLANS, ELEVATIONS, LEGEND �D GRAB BAR BOBRICK B6806 x 36' REFER PLANS, ELEVATIONS, LEGEND O SANITARY NAPKIN BOBRICK B-270 REFER PLANS, WOMEN'S RESTROOM RECEPTACLE ELEVATIONS, LEGEND ONLY REFER PLANS, ER FURNISHED AN F O SOAP DISPENSER GOJO PRO 2000 ELEVATIONS, LEGENDNSTALLED (NIC) TOWEL GORAG REFER PLANS, FWNERFURNISHED AN OPAPER DISPENSER (MEN) GEORGIA PACIFIC 59464 ELEVATIONS, LEGENDNSTALLED (NIC) OPAPER TOWEL GEORGIA PACIFIC SOFPULL REFER PLANS, ER FURNISHED AN DISPENSER (WOMEN) 52409 ELEVATIONS, LEGEND INSTALLED (NIC) JO MIRROR BOBRICK B-165-1836 REFER PLANS, 18" W X 36" H ELEVATIONS, LEGEND K O MOP HANGER REFER TO PLUMBING REFER TO PLUMBING 60 A.F.F. TO CENTER REFER TO PLUMBING DRAWINGS DRAWINGS DRAWINGS L O DOOR SIGN ROCKWOOD BF687 REFER PLANS, WHITE TEXT ON BLACK (MEN) ELEVATIONS, LEGEND BACKGROUND O DOOR SIGN ROCKWOOD BF688 REFER PLANS, WHITE TEXT ON BLACK (WOMEN) ELEVATIONS, LEGEND BACKGROUND ACCESSORY GENERAL NOTES: 1. CONTRACTOR TO PROVIDE FIRE TREATED WOOD BLOCKING FOR INSTALLATION OF TOILET ACCESSORIES, INCLUDING OWNER FURNISHED AND INSTALLED ACCESSORIES. COORDINATE REQUIREMENTS WITH OWNER. ACCESSORY MOUNTING LEGEND T-6" 3'-4" MAX. T-0" U 2'-0" 4'-0" 9 '-0" 2'_0" MIN. 7" MIN. 9" MAX. '�! b co C.L. OF _o N M N N ' — DISPENSER 4z TISSUE O ER SANITARY NAPKIN BAR 48" I10/A5. O O O DISPENSER REFER TO DETAIL REF RBTO DETAILAR RECEPTACLE OGRAB BAR 18" LONG 10/A5. REFER TO DETAIL 10/A5. o a o Y o 3 Z _ 0. It U) _ 8 1/2''� _ 8 1/2' G LL 0 0 0 OSOAP DISPENSER O PAPER TOWEL PAPER TOWEL O MIRROR O DISPENSER (MEN) DISPENSER (WOMEN) ❑ 8' X W 8" MIN L LEAR U[-------AREA. -1 0 / Lo m O w = w DOOR OZ FRAME m 2 J L DOOR SIGN (MEN) ODOOR SIGN (WOMEN) U� v A O O IL z O W SHMM WARM TM SEAL. ARE O ALL SP VONSMAY � W OR &MYRUMOM ARE ONCL M M IL O w (A z o U •v cm O O 3 c mZ Zoo yo3x IL oa Q ()�N-i w LL�w oa0n o =WN (3Cm 40 O ONO),, a z O O W Z I d W O 0� V� I 0 N a0 it > it L a.oco W 0 O Q m N� W O O W W 3 J J Q�LL 0 19 L JON 1 m J 0 a a0 W -J W oca� W �00� w ° O Nw Z aZ0N w. W la. O cy mW3 = mo . 0 oa W cl 0_j Wx 1 0NWa z y+ M 1- a. O Qd000c V W 0) W ' ' W q�n� aai W Z CD 00 O L �Mf 1 i 0 It a cM o z O IA z O ORAIMtI 811: CHMKED W. IQ JF BDW ° W17E 10/06/14 N REV1910Dk _0 PROdm I ZRH °n SHW MNINBFR OO A5 1 2 I 7�7 � CHECK 1 : w j LATHE IN IN CORE .o 0 ® PARTS AREA "C' 105 6,-611 RADIATORS ABOVE BUL RACK BUL CMPRSSR CMPRSSR CMPRSSR — — HYD 41-61 FEED OIL RACK o t N 1 I FINISH PLAN F1 I SCALE: 1/8- = 1'-W I INSTALLER I H20PUMP 1 lz 17 Y U) OFFK 0 1 102 TEST 3 "ETV/FRIG I DOCK fi REST RM. I REST ,-l103 10 A. U U u 0 C/) r U U U O = U O U � J U 0 U O Z a ff o (n w 3 w 0 Y �0 a LLo o � F-- O F c~n 7-6" 4' 3' o cn (n w LL U) 0 _ a o M ACC E I BRAKE SHOE _ SHOEI HUB ASSY 1 HUB ASSY I HUB ASSY 1 SEAL I SEAL I SEAL I I P HUB ASSY HUB ASSY BEARING STAT STP I START START START START STAI 5' i I 9 BIND RS START ALT ALT ALT ALT AL ALT ALT ALT I ALT I ALT_j I 9 (V IG IGN I IGN I IGN IGN IGN IGN IGN I IGN I IGN I IGN I IGNJ e� 3'-3" w w u) 0 o m a a a U S Z W w W 2' 2'-6" 2'-6" a 3' a a 4'-11" w w w w E T OU ¢ z 0. a a Z) D 0 0 on 0 GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. DIMENSIONS TO ROUGH FACE OF FRAMING OR FACE OF FIXTURE UNLESS OTHERWISE NOTED. C. FIXTURES AND EQUIPMENT ARE FOR REFERENCE ONLY. (N.I.C.). FINISH SCHEDULE MARK ROOM * FLOOR * BASE NORTH EAST SOUTH WEST CEILING CEILING NOTES HEIGHT 100 PARTS AREA (A) F-1 B-1 W 1 W 1 W 1 W 1 C-1 111-6" 2 101 PARTS AREA (B) F-2 N/A W 1 W 1 W1 W 1 N/A VARIES 1 102 OFFICE F-2 B-1 W 1 W 1 W 1 W-1 C-2 8'-6" 1 103 REST ROOM F-2 B-1 W-3 W-3 W-3 W-3 C-3 81-6" 1 104 REST ROOM F-2 B-1 W-3 W-3 W-3 W-3 C-3 8'-6" 1 105 PARTS AREA (C) F-2 N/A W 1 W 1 W 1 W 1 N/A VARIES 1 W-2 W-2 FINISH LEGEND W 1: PAINT (2) COATS ICI PAINTS (GLIDDEN) "LIGHT NAVAJO" : ULTRA HIDE INT LATEX FLAT BASE 1210-0110N WHITE TINT BILK 0 P 6 YOX 0 P 20 OXR 0 P 2 COLOR # 40YY 76/112 W 2: PAINT (2) COATS CUSTOM GREEN MIX BY GLIDDEN EXTERIOR SEMI GLOSS LATEX BASE 2407-500 YOX 3P 42 TBL 4P48 GRN 3P14 WHT 2P COLOR # CUSTOM W-3: SANITARY WALL PANEL SYSTEM (WHITE) C-1: 2'-0" X 4'-0" ACOUSTICAL LAY-IN:EXPOSED WHITE METAL GRID, INTERMEDIATE DUTY -DOUBLE WEB CONSTRUCTION (.013 MTL. THICKNESS) WITH LAY -PANELS OF ARMSTRONG #1729 "FINE FISSURED" MINABOARD C-2: PAINT (2) COATS ICI PAINTS (GLIDDEN) "LIGHT NAVAJO" : ULTRA HIDE INT LATEX FLAT BASE 1210-011 ON WHITE TINT BILK 0P6 YOX 0 P 20 OXR0P2 COLOR # 40YY 76/112 C-3: PAINT (2) COATS ICI PAINTS ( GLIDDEN) " LIGHT NAVAJO " ULTRA HIDE INT LATEX SEMI GLOSS BASE 1416-0110 WHITE TINT BLK 0 P 5 YOX 0 P 20 FFR 0 P 4 COLOR # 40YY 76/112 NO SUBSTITUTE NOTES: 1. EXTERIORS OF 102 - OFFICE, 103/104 - REST ROOMS, 106 - DM OFFICE PAINTED WITH W 2 AND PROVIDE BASE B-1. 2. LOCATION OF BASE INDICATED ON DRAWING. F-1: POLISHED CONCRETE: F-2: LIQUID DENSIFIER TREATED CONCRETE B-1: BASE: MFG: EQUAL TO VPI COLOR: JET #01 SIZE: 4" COVE NOTE: PROVIDE PIECES OF 2' LENGTH BASE FOR INSTALLATION AT END OF FIXTURES AT ENTRANCE OF PARTS AREA (B). o •may •: O } ••.......o�c IL S z O �1 W AIJiFEI T104IiM FOR ° ALL O'IIER PLANS, W OR ownKROM ARE DISCLMED. IL FO W N Z O o O 04 W ; o mZ w ZmO w �QOX a On. 0 co J w WF � LL I.. w WaOm 0 •� I- =WN L Cy ii IL Z °D � O0IL ci cmIL Z O 7 O W & IL W E O wJ O 4L YQ• d Z O aoc_ W 0 < M O W � J 0 J � Q W 0 0 to 0N J m J L J °0 W J a W tu co a 0 r W i aZ0N W U W C � O mW C _Z mo O ' = W v ya. NW � O_F Z 0 co �OJIn0 W � tAtLL^� L ri �ZNO ° 3�i m a°�v- T- o z ° z a DRI�N 61P: � 81P: � JF BDW ° 090. I t 10/06/14 c 0 ZRH 0 SHW Nun O P PACK GROUT UNDER POLE TO MATCH MANUFACTURER'S ** PROVIDE FULL CONTACT WITH ICHOR BOLT PATTERN FOOTING. RADIUS EDGE GROUND LUG LEVELING NUT AND 3-#3 TIES AT TOP WASHER 1"0 x 36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN co aDESIGN WIND SPEED EXCEEDS N a 110 MPH, GRADE F1554 (Fy=55ksi) BOLTS MUST BE USED. I I LEI I —i I I— FINISHED GRADE —�—� #3 TIES AT 10" O.C. CONDUIT CO ae #6 GROUND -1I (8)-#5 BARS VERT. (ARRANGED SYMMETRICALLY a 7-CONCRETE a AROUND PERIMETER OF PIER). 2'-0" r___-3/4"O x 10' GROUNDROD CONCRETE POLE BASE DETAIL N.T.S. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). FINISHED GRADE -I N =1 I 1 Fi /j�/j�/ VERIFY THE MI N I M U M INSTALLATION DEPTH W/ LOCAL AUTHORITIE`IS. SELECTED BACKFILL, CLEAN GRAVEL UNDER PAVEMENT. i0 O PIPE 1/2" LIMESTONE GRAVEL PIPE INSTALLATION DETAIL ry-� N.T.S. NOTE: WHERE CROSSING OTHER UTILITIES MAINTAIN 12" CLEARANCE. =1 I=1I1=III t > y 24" MIN. FOR SECONDARY ELECTR. & TELE. SERVICES 48" MIN. FOR PRIMARY ELECTRICAL SERVICES 3" MIN. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). SELECTED BACKFILL - CLEAN GRAVEL UNDER PAVEMENT. CLEAN ROCK, SAND OR SOIL COMPACTED 95% STANDARD PROCTOR DENSITY. ELECTRICAL CONDUIT(S). SEE PLAN(S) FOR QTY. REQ'D. 2" MIN. BETWEEN CONDUITS + + 3" MIN. 2" MIN. BETWEEN CONDUITS UNDERGROUND ELECTRICAL CONDUITS N.T.S. NOTE: WHENEVER WATER AND SANITARY SEWER PIPES ARE WITHIN TEN (10) FEE] OF EACH OTHER, THE BOTTOM OF THE WATER PIPE SHALL BE INSTALLED A MINIMUM OF ONE (1) FOOT ABOVE THE TOP OF THE SANITARY SEWER PIPE. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). W z3�� U - F- w 0 FINISHED GRADE SELECTED BACKFILL, CLEAN GRAVEL UNDER i0 PAVEMENT. a Z 04 WATER PIPE 1 /2" LIMESTONE GRAVEL SEWER PIPE WATER/SEWER SEPARATION DETAIL 5 N.T.S. SU 1 ANCHOR ROD HEX NUT-\ PLAIN WASHER BASE PLATE GROUT FINISH GRADE-, ANCHOR BOLT LOCATION IN RELATION TO SHAFT ROTATION 'r, r% ' '^HT FIXTURE AS SPECIFIED, L.E.D. LIGHT MOUNTING DETAIL N.T.S. GENERAL NOTE: PRIOR TO INSTALLATION, GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. EXISTING CONDITIONS NOTES 1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO. 2. EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 4. ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. 5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING CONDITIONS/INSTALLATIONS. CONTRACTOR CAUTION!!! VERIFY SEWER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE ' CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY ■ (INCLUDING STATE HIGHWAY OR OTHER RIGHTS -OF -WAY) AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN. IF A WORKABLE FLOW LINE HAS NOT BEEN ESTABLISHED AT THE TIME OF FINAL SANITARY SEWER SERVICE CONNECTION, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION OF A NEW GRINDER PUMP SYSTEM EQUAL TO "ENVIRONMENT ONE" #DH152 PHONE: 518-346-6161 TO MEET OWNER AND LOCAL REQUIREMENTS. SQUARE STRAIGHT POLE BOLT GROUT AFTER POLE K1111PROJECTION IS SET AND PLUMBED 1"0 x 36" HEADED PLAIN WASHER ANCHOR BOLTS (GRADE HEX NUT = F1554) WITH HARDENED STEEL WASHERS. WHEN FOUNDATION LEVEL::�_� DESIGN WIND SPEED 4 a EXCEEDS 110 MPH, a GRADE F1554 (Fy=55ksi) ^ BOLTS MUST BE USED. ANCHOR BOLT DETAIL BASE DIAGRAM 6 N.T.S. SU 1 VENSTAR KEYNOTE 01 VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE SHEET VS1 & VENSTAR SCOPE OF WORK (S.O.W.) 0 TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: NEW PHONE SERVICE TO BUILDING SHALL BE AN UNDERGROUND SERVICE CONTRACTORS TO SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. CONTACT (417) 874-7288. 2" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1/4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH. CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (ft.) ABOVE FINISHED GRADE ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPANY, PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN 10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X" FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PAINT) WITHIN BUILDING. CONTRACTOR TO PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING BY OWNER. ONLY IF UNDERGROUND PHONE SERVICE IS NOT AVAILABLE -THEN MAY CONTRACTOR INSTALL APPROPRIATE OVERHEAD PHONE SERVICE RISER. WEATHER HEAD, ETC. COORDINATE WITH OWNER & PHONE CO. DEMOLITION NOTE 01 CLEAN & CLEAR SITE OF INDICATED UTILITIES. STATE OF FLORIDA LIMITATION I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL EUQNEER UNDER THE LAWS OF THE STATE OF FLORIDA. NORMAN E. OTH (DATE LICENSE RENEWAL DATE IS FEBRUARY 28, 2015 PAGES OR SHEETS COVERED BY THE SEAL: Sul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`\ \ \ HYDRANT. \ \\ F.I.R. 1/2' n�©° \ Mp of 0-10 �w o P o G Cry \ 0- 0_ PLP-37 \ \ �, `�'� y - `\ W i P L 1 \ \ S.M. H. -1 Z T. B. M. 1 S.P.K./DISK 0 \ ELEV= 105.05 � F.P.P. 3/4 " � / � � \ \ � oy � \ o u ' /� � i nP \� \ OJT _ P. O. B. w ° \ PARCEL 1 \ \ G\ F. 6668 AIL/DISK \ \ NEW PHONE SERVICE TO BUILDING SHALL BE UNDERGROUND. ❑� P �� �' ' T.B.M. 2 GENERAL CONTRACTOR TO SCHEDULE INSTALLATION -WON,..- K�—S.C.I.R. WITH OWNER. CONTACT (417) 874-7288. SEE a 0 ELEV= 105.81 ' O 41 / ' I �° P. 0. B. Q J / I ��� 1 PARCEL 2 END TRGDAGRAMROUND EFORT RIEQUEREMENTSEE SU1 LB old CONTRACTOR TO COORDINATE 0 1" WATER CONNECTION WITH J I ° Z) WATER COMPANY. REFER Q i I TO CIVIL SHEETS cr) (-D I I �3 f I ° SU1 ` CONTRACTOR TO COORDINATE 4" I o 0 0 0 o o SANITARY SEWER CONNECTION I I Q� N' \ WITH SEWER COMPANY. REFER V) TO TO CIVIL SHEETS Z . C.0.1 J I i WP P.O.C. o I o I I m I I CONTRACTOR TO STUB -UP 1 CONDUIT (1'-0") ABOVE I ELECTRIC METER CDs._. o TOP OF FINISHED GRADE AND ZIP TIE 4'-0" OF EXCESS I 1 ? ? WIRE TO THE CONDUIT. ELECTRICAL CONTRACTOR WILL MAKE THE FINAL ELECTRICAL CONNECTIONS INSIDE THE # . 34 SIGN. SIGN DISCONNECT FURNISHED/INSTALLED BY SIGN CONTRACTOR 5' 1 2 6 SU1 Sul SU1 \ PL1 TYPICAL �' NEW UTILITIES `\ 7,453 SF ONE STORY BLDG I MIN FFE = 105.67 NAVD 88 1 � I 1 WS WATER SERVICE P.O.C. = POINT OF PLP-29,31 PLP-35 UGE UNDERGROUND ELECTRIC CONNECTION BETWEEN — — — — — — l l � UGT UNDERGROUND PHONE SITE PIPING (SPEC O ` SAN SANITARY SEWER 02700) AND BUILDING OHE OVERHEAD ELECTRIC �� PIPING (SPEC 21 13 13, \ OHT OVERHEAD PHONE 22 00 00. AS GS GAS SERVICE NECESSARY - o (BY GAS CO.) SPEC 21 13 13 \ ® SAW CUT DENOTES LANDSCAPE BORE IRRIGATION). ��---I-------- I � GRAVEL --- -- a - - - - - - - STOP -CALL BEFORE YOU DIG! F.1. R. 112 " 4c' F.I. R. 1 (BENT), 0.89' N. AND F.C.M. 4", ��� \ ---------------------- 0.50' S. N SITE UTILITIES PLAN SCALE: 1" = 20'-0" Norman E. Goth. %.Lir j 57809. CA Uc f 27905 r7, � Gp%y psi 0 V) `> V) U) w SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. ILL 0 I- z w V) z 0 0 U w O � C m W Ld Z V) Z�0 w �= a e WNyW w ILWNH w wajm o • � F- = Uj / O O 0 ID 0w o ccq a z 0 Z U W ° D_ w O� J a0z O VI V1 w w O D_ Qoa W z 0 aoc_ _ W oar 0 � jILL J � J Q :) ° p a J J J J = _ w W O C7 0' ul Na — z M r W Q a Z ca N w U It Ij w Qm V) 1z in 3 ID ILL 0 ° a0 N M I 0 LL N � o w W o N N L9 3 W ID a) I O N� co wE Of L9 r F- tn z Z 0o a 3 mul aii 3 w Q z 0 Q U U Z LL U w 0- U) 0 z Q V) 0 z Q 0_ 0 Vi z DRAWN BY: CHECKED BY: W JTH N EG 0 I DATE: 10/06/14 0r 0 N REVISION: C9 PROJECT NUMBER: 0 ZRH 0 SHEET NUMBER O PLUMBING FIXTURE SCHEDULE/SPEC 22 00 00 & 22 40 00/ALL FIXTURES & FITTINGS MUST BE "LEAD FREE" PIPING REQUIREMENTS MARK DESCRIPTION MANUFACTURER CATALOG NUMBER ACCESSORIES REMARKS APPROVED MANUFACTURER'S WASTE VENT SUPPLY H.W.C. HANDICAP ACCESSIBLE WATER CLOSET TANK ( AMERICAN STANDARD CADET RIGHT HEIGHT BOWL RIM AT 16-1/2"H CHURCH 950OCT WHITE OPEN FRONT 1/2" LOW -CONSUMPTION 1.6 GPF MAX MEETS ADA GUIDELINES AND ZURN, EWER TYPE) PRESSURE -ASSISTED SEAT COMPLETE W/ BOLT CAPS 4" 2" 'ANSI " TOILET 2467.016 Al 17.1 HANDICAP ACCESSIBLE ZURN #Z8737 FLAT GRID SINK STRAINER, LAV. AV ATORY (WALL AMERICAN STANDARD LUCERNE 0355.012 DELTA #501-DST CLASSIC CENTERSET FAUCET, 2" 1-1 /2" 3/4" SEE NOTE 2 ZURN, ELJER, WADE MOVUNTED 4" CENTERS JAY R. SMITH #0700-M31 FLOOR MOUNTED 1.5 GPM MAX LAVATORY SUPPORTS IN WALL BARRIER -FREE TWO EZSTL8C UPPER HEIGHT 40" A.F.F. H.D.F. STATION HI-LO ELKAY (FRONT CONTROL ONLY) ACCESSORY APRON #LKAPREZL 2" 1-1/2" 1/2" LOWER HEIGHT 33" A.F.F. HALSEY TAYLOR DRINKING FOUNTAIN ADA COMPLY F.D. FLOOR DRAIN JAY R. SMITH 2O05-A-(PB) (CAST IRON) - 2" 1-1/2" - COMBINATION WASTE VENT WADE & ZURN C.O. CLEANOUT (INTERIOR) JAY R. SMITH 4100 W/ CARPET CLAMPING RING WHERE REQUIRED SEE PLAN - - SAME SIZE AS LINE WADE & ZURN SAME SIZE AS LINE C.0.1 CLEANOUT (EXTERIOR) JAY R. SMITH 4250 - SEE PLAN - - 2 4 WADE & ZURN SEE P1 AND P1 W.H.A. WATER HAMMER ARRESTER SIOUX CHEF 652-A - - - - - JAY R. SMITH, WADE, ZURN H.B. HOSE BIB WOODFORD MODEL 65 WITH WALL CLAMP _ _ 3/4" WITH VACUUM BREAKER; OPERATING ROD _ ASSEMBLY MUST BE ORDERED PER WALL WIDTH. M.B. / MOP BASIN / FIAT / FIAT MSB-2424 FIAT #832-AA HOSE & BRACKET. FIAT #889-CC-24" MOP HANGER. 3" 1-1/2- 3/4" WITH VACUUM BREAKER HAWS & ZURN E.W. EYE WASH SPEAKMAN SPEAKMAN SEF-9000 EYEWASH COMBINATION. URN. URINAL (WALL MOUNTED AMERICAN STANDARD LYNBROOK 1.0 GPF 6601.012 SLOAN ROYAL #186-1 FLUSH VALVE JAY R. SMITH SERIES #600 FLOOR MOUNTED 2" 1-1/2" 3/4" - KOHLER, ELJER & CRANE URINAL SUPPORT NOTE: 1. COORDINATE ROUGH -IN OF ALL PLUMBING FIXTURES W/ ARCHITECTURAL DRAWINGS. 2. SINKS & LAVATORIES FOR HANDICAPPED ACCESS SHALL BE INSTALLED W/ OFFSET TAILPIECES. ALL SINK & LAVATORY DRAIN & WATER LINES SHALL BE INSULATED W/ PROTECTIVE DEVISES EQUAL TO "MCGUIRE" #PW 2150 WC, WHITE MOLDED CLOSED CELL VINYL, OR "TRUEBRO" #103W, WHITE MOLDED VINYL. 3. FOR HANDICAPPED -ACCESSIBLE WATER CLOSET, FURNISH & INSTALL W/ THE FLUSH HANDLE ON THE WIDE SIDE OF THE RESTROOM. OWNER SUPPLIED, CONTRACTOR INSTALLED DUAL VOLTAGE = 240 or 208 (0 25% - UL LISTED FOR USE WITH -OUT WATER HEATER EEMAX REDUCED OUTPUT) PRESSURE RELIEF VALVE. W.H. (INSTANT) "THERMOSTATIC" EX95T-ML AMPS = 40 - - 3/4" - 65' RISE 0 1 GPM FLOW RATE. NO SUBSTITUTIONS 9.5 KW MIN. WIRE = #8 AWG - SEE 1/P1. ML = MULTIPLE LAV. = .3GPM TURN ON -SET WATER HEATER AT 110' F. NOTE: ATTN: SANDI YOUNG - DIRECT LINE: 1 (314) 573-2082 GRAYBAR ELECTRIC CO. INC. OR SAM CAST - DIRECT LINE: 1 314 573-2081 1. WATER HEATER SHALL BE DIRECT ORDERED ( ) AND OR RELEASED FROM THE LISTED 11885 LACKLAND ROAD sandra,young0araybar.com or samuel.cast0graybar.com ELECTRICAL EQUIPMENT DISTRIBUTOR: ST. LOUIS, MO. 63146 TOLL FREE = 1-800-289-5254 TOLL FREE FAX = 1-888-280-0128 NO FLAT VENTING ALLOWED. DRY --1-1/2" JIL VENTS SHALL RISE VERTICALLY TO ram/ n I I 3" V.T.R. 6" (MIN.) ABOVE FLOOD LEVEL RIM h \ OF HIGHEST TRAP OR TRAPPED i I FIXTURE BEING VENTED. y I URN. I H.D.F. I M.B. I UI I 1-1/2" I 2"-' C.0.1 WASTE & VENT PIPING RISER DIAGRAM N.T.S. 6" MOP HANGER 9'-0" 54" 48" 36" 5 / I FINISHED GRADE 5"I MIN. FAUCET EYEWASH (E.W.) ,�- HOSE BRACKET 0 0 MOP BASIN ELEVATION N.T.S. 24" SQ. FINISHED FLR. WALL BASE CLEANOUT FLANGED HOUSING CONCRETE PAD FEMALE ADAPTER & THREADED PLUG. (ISOLATED FROM HOUSING) 1REFER TO DETAIL 4/P1 FOR SIZE OF PIPE. TYPICAL EXTERIOR CLEANOUT DETAIL 2 N.T.S. P 1 PLUMBING NOTES 1. DRAWING IS DIAGRAMMATIC & IS NOT TO BE SCALED. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS. 2. ALL PLUMBING WORK IS TO BE DONE IN ACCORDANCE WITH THE APPLICABLE CODE(S) NOTED ON THE COVER SHEET. 3. PIPING MATERIAL SHALL BE AS FOLLOWS: UNDERGROUND WATER SERVICE - (SPEC 22 00 00 ) ABOVE GROUND HOT & COLD WATER PIPING - (SPEC 22 00 00) DRAIN, WASTE & VENT PIPING - (SPEC 22 00 00) - AS REQUIRED BY THE LOCAL JURISDICTION. 4. VALVES ON WATER LINES SHALL BE BRONZE BALL VALVES. DO NOT SUBSTITUTE GATE OR GLOBE VALVES. VALVES SHALL BE THE SAME SIZE AS THEIR INLET PIPING. (SPEC 20 05 00) 5. ALL PLUMBING FIXTURES ARE TO BE FURNISHED COMPLETE WITH NECESSARY STOPS, TRAPS, TAILPIECES, TRIM, ETC. (SPEC 22 40 00) 6. THE CONTRACTOR SHALL COOPERATE WITH ALL OTHER CONTRACTORS & SUBCONTRACTORS IN LAYING HIS OUT & INSTALLING HIS WORK. COOPERATION DOES NOT MEAN "I WAS HERE FIRST." 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A COMPLETE & FUNCTIONAL SYSTEM IN ACCORDANCE W/ THE INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT THEREOF IS SPECIFICALLY CALLED OUT. 8. DO NOT INSTALL CAPPED AIR CHAMBERS AT FIXTURES. INSTALL WATER HAMMER ARRESTERS AS CALLED FOR ON PLAN. ARRESTERS ARE TO BE RATED FOR INSTALLATION IN CONCEALED LOCATIONS. (SPEC 22 00 00) 9. ALL HOT & COLD WATER SUPPLY PIPING CONNECTION TO FIXTURES ARE TO BE J" UNLESS NOTED OTHERWISE. 10. PLUMBING PIPING SHALL NOT BE INSTALLED ABOVE ELECTRICAL PANELS. PROVIDE REQUIRED CLEARANCES PER "N.E.C." COORDINATE ELECTRICAL PANEL LOCATIONS W/ THE ELECTRICAL CONTRACTOR. 11. INSTALL PIPE INSULATION ON ALL DOMESTIC WATER LINES ABOVE FINISH FLOOR (SPEC 22 07 19). 12. CONTRACTOR SHALL COORDINATE WITH ALL STATE & LOCAL BUILDING REGULATION AGENCIES & UTILITY COMPANY(S) IN THE PROCUREMENT OF & PAYMENT OF ALL PERMITS, LICENSES, FEES & CHARGES REQUIRED FOR THE PERFORMANCE OF THE WORK. 13. PROVIDE CHROME ESCUTCHEON COVERPLATES AT ALL PIPE PENETRATIONS OF FINISHED WALL SURFACES. 14. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ROUTE ALL WATER PIPING AROUND SPACES W/ TEMPERATURES BELOW FREEZING (i.e. ATTICS, CHASES, EXTERIOR WALLS, ETC.). IF FREEZING OF ANY WATER PIPING OCCURS IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR THE PIPING THRU A NON-FREEZING SPACE TO THE FIXTURE/APPLIANCE ORIGINALLY SERVED BY THE FROZEN PIPING. 15. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE A 1-COMPONENT NON -SAG URETHANE SEALANT. ANY CONTRACTOR WHO USED SILICONE OR ANY OTHER CAULKING WILL BE REQUIRED TO REMOVE & REPLACE WITH A SPECIFIED SEALANT (SPEC 07 92 00). 16. PLUMBING SUB -CONTRACTOR SHALL INFORM THE ELECTRICAL SUB -CONTRACTOR OF THE VOLTAGE & POWER REQUIREMENTS OF ALL PLUMBING EQUIPMENT TO BE INSTALLED. 17. ALL GAS PIPING INSTALLATIONS SHALL COMPLY WITH "NFPA-54" NATURAL GAS OR "NFPA-58" LP GAS (latest edition). 18. ALL WATER HEATERS & HOT WATER STORAGE TANKS SHALL HAVE A DRAIN VALVE INSTALLED AT THE BOTTOM OF THE TANK AS REQUIRED BY CODE. CONTINUE COLD AND HOT WATER LINES AS SHOWN ON ENLARGED SUPPLY PIPING PLAN. LAV. COLD AND HOT HWC. WATER LINES TO SUPPLY LAVATORIES. EXPOSED COLD WATER IN. (INSULATED) - 5-1/ COLD AND HOTI 54� WATER SUPPLY LINES IN WALL. HOT & COLD WATER LINES INSIDE WALL. NEW INSTANTANEOUS WATER HEATER LOCATION. - - 8" 0-3/4" r2'-5" 0-1 /4" WATER HEATER PIPING DIAGRAM N.T.S. NOTE: SET WATER HEATER FOR 110' F. W.H. 10-3/4" 10-1 /4" �2-7/8" PIPING LEGEND -r--INS--t- WATER SERVICE (BELOW GRADE) HOT WATER ew COLD WATER WASTE WASTE (BELOW GRADE) -----V----- VENT WATER HAMMER ARRESTER, SEE SCHEDULE ® FLOOR DRAIN, SEE SCHEDULE o CLEANOUT (INTERIOR), SEE SCHEDULE CLEANOUT (EXTERIOR), SEE SCHEDULE �o NOTE: SEE THE APPLICABLE PLUMBING CODE FOR MINIMUM WASTE PIPING SLOPE. NOTE: NO NATURAL GAS THIS STORE. SEE PLAN BELOW FOR L CONTINUATION M.B. 2 ROUTE BUILDING WATER SERVICE UP WALL. PROVIDE SHUT-OFF BALL VALVE 0 3'-0" A.F.F. 3'-6" kFw .H.A. WS SEE SITE PLAN FOR CONTINUATION H.B. II 01 e O 4";4.S II Ll 3/4"J I • LATHE L irv- L - L--J PARTS AREA NIW 105 1 S RADIATORS ABOVE ENLARGED SUPPLY PIPING PLAN SCALE: 3/8" = 1'-0" WATER LINE TO HOSE BIB TO BE INSTALLED AS HIGH AS POSSIBLE AND ROUTED WHERE SHOWN INSTALLER L - L-------� IOFFICE 102 L -} S--� S ---�-- TEST _ B" &$E = GRAVITIY FEED OIL RACK I L- - --:]L --LR=C!- - -1 I = I:1::_ZF=_z_:E IT= I I h-WAIR PRU 1==:T:_T__�_�I�"� 112-WAV� I PARTS AREA 'A' h-WAYH ILIhAVAYH 12'-5" PLUMBING PLAN 3 CW 4 I 3" V.T.R. J/[ rA REST RM. / i C.0.1 103 M. Nz/ U N. l4.W.C. H.W.C. / F.D. F.D. S LAV//' REST RM. A 104 ISEE ENLARGED SUPPLY PIPING -{I PLAN (THIS SHEET) FOR SUPPLY PIPING FOR REST ROOM WATER LINE TO BE INSTALLED AS HIGH AS I I I WHERE SHOSSIBLE AND ROUTED I I i 1 I 1 i l i I I I I I I I I �I� � I L 1 I 1- J I J I 9 r- -- - -- -- -- � II h LLLJI _ I r7F h 11 PARTS AREA 'B" � II II I i LILT FIF LJ LLJ WATER LINE TO HOSE BIB TO BE INSTALLED AS HIGH _ _ AS POSSIBLE AND ROUTED I I¢ I I I I L WHERE SHOWN rn I I I I I N IL-N I I I I /4„ 1 I W.H.A. H.B. 9 I 1 CW --1, I I i�`�` r� I I i L I L I L � 1 LJ 3'-6" C Norman E. Goth. FL_Ue j 57009. CA Lio / 279M a z }, O U) e �b O Z . � U w SHEETS BEARING HIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR Ld ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. I- LL O I- z w z O � U [a [ w 0 C 3 c mW w Z V) Z�0 af 0p_ a- WWyW w LL W co w LL Waom o •� 1-=WN (3 cm t0 0 aOZoo w H � OMB~ o r VccvN%qu 0 z O U 0 W ° D_ w w Of 0 HJ z z a° V) w w O oa aa�o z Q w 0V) o 0 w Q ' LL LL 0 O m J a ujJ J J J =w _ V� af Q = J t° a N z r W w L Z t0 N w U > w Q 0 cn win 0%0 0 Co o O m0 0a) V) i N I W O N N to g 7 W tD Co I co N co I In Z V) In a 3 z mm 0.c 3 w tr Q V) z O Q U Z U- U w V) 0 z Q U " z 0 V) ul z DRAWN BY: CHECKED BY: W JTH N EG 0 DATE: I 10/06/14 O N REVISION: H _ U Of PROJECT NUMBER: } 0 ZRH 0 SHEET NUMBER 0 SCALE: 1 /8" = 1'-0" Z TRUE NORTH LINING SECURED TO DUCT W/100% COVERAGE OF ADHESIVE DUCTS MUST BEI DUCT SIZES GIVEN ARE AIR TIGHT NET INSIDE DIMENSIONS MECHANICAL SHEETMETAL FASTENERS WHERE DUCT REQUIRED, RE: SPECS. UNLESS NOTED OTHERWISE, JOINTS TIGHTLY DUCT LINING = 1" THICK, BUTTED TOGETHER 1 1/2 LB. DENSITY W/100% COVERAGE RE: SPEC. 23 30 00, 2.08, OF ADHESIVE 3.09 "ACOUSTICAL DUCT LINING' , MINIMUM R-VALUE JOINTS MUST BE AT _4.0 0 75' F MEAN CORNER TEMPERATURE RECTANGULAR DUCT LINER INSULATION r4--� DUCT L BRANCH DUCT SECURELY FASTEN BRANCH DUCT TO HEADER WALL N.T.S. ROOF NOTE: SUPPLY GRILLE MOUNTED TO BACK OF HEADER WALL SHALL ONLY BE USED ABOVE CEILING 1PRINTER LOCATION. HEADER WALL \ (INSTALL SUPPLY GRILLE ON BACK SIDE OF HEADER WALL. NEAR BOTTOM AND TO BLOW UNDER HEADER WALL. SHELVING COUNTER EMPLOYEE SIDE CUSTOMER SIDE SUPPLY DUCT AT HEADER WALL N.T.S. ROOF DUCT BRANCH DUCT G1 G1 CEILING HEADER WALL z M COUNTER SHELVING EMPLOYEE SIDE CUSTOMER SIDE SUPPLY DUCT AT HEADER WALL 6 N.T.S. M 1 HVAC LEGEND ® SUPPLY DIFFUSER (4 WAY) mSUPPLY DIFFERSER (1 WAY) FqRETURN AIR GRILLE 0 EXHAUST REGISTER RECTANGULAR OR ROUND DUCT -� ROUND DUCT FLEXIBLE DUCT (MAX. LENGTH = 8'-0" NOTE... LOCATION OF FLEX DUCT SHALL BE ONLY AS INDICATED ON PLAN VIEW DRAWING. C CONDENSATE PIPING R REFRIGERANT PIPING <-r AIR FLOW INDICATOR SADDLE TAP FILLING (WITH DAMPER) ® THERMOSTAT i CATEGORY 5 COMMUNICATION CABLE , TURNING VANES ® VENSTAR EQUIPMENT CONTROL PAC OS VENSTAR REMOTE SENSOR © CO2 SENSOR FOR DEMAND CONTROL VENTILATION (FACTORY INSTALLED) - MOTORIZED DAMPER S.O.W. VENSTAR "SCOPE OF WORK" DOCUMENT SEE VS3 SHEET. HVAC OUTDOOR AIR REQUIREMENTS INTERNATIONAL MECHANICAL (IMC) CODE REFERENCE: TABLE 403.3 FOR REQUIRED OUTDOOR VENTILATION AIR IN RETAIL - "SALES/STORAGE ROOM" 1. SHOWROOM = 3495 SQUARE FEET 2. HARD PARTS = 3730 SQUARE FEET SHOWROOM (SALES) 3495 (SQUARE FEET) _ 1000 (SQUARE FEET) = 3.50 3.50 x 15 (PERSONS/1000 SQUARE FEET) = 52 PERSONS (CFM/ PERSON x PERSONS) + (CFM/SQUARE FEET x SQUARE FEET) = CFM (7.5 x 52 ) + (.12 x 3495 ) = 812.59 CFM OF OUTSIDE AIR REQUI 812.59 _ .8 (EFFECTIVENESS) = 1015.73 CFM HARD PARTS (STORAGE ROOM) 3730 x .12 (CFM/SQUARE FEET) = 447.60 CFM OF OUTSIDE AIR F 447.60 _ .8 (EFFECTIVENESS) = 559.50 CFM 1016 CFM + 559 CFM = 1575 TOTAL CFM TOTAL OUTSIDE AIR MINIMUM REQUIRED BY CITY: 1575 CFM OUTSIDE AIR SPECIFIED ON PLAN SHEET M1: 1575 CFM CONTINUOUS VAPOR BARRIER DUCTS MUST BE AIR TIGHT DUCT WRAP = 1-1/2" THICK, 1 LB. DENSITY 4" WIDE SEALING STRIP RE: SPEC. 23 30 00, SECURED IN PLACE W 100% R-VALUE = 5.7 2.09, MINIMUM COVERAGE OF ADHESIVE UE 75' F MEAN TEMPERATURE ROUND DUCT WRAP INSULATION 3 N.T.S. M 1 DUCT SIZES GIVEN ARE NET INSIDE DIMENSIONS SNAPLOCK SHEETMETAL ROUND DUCT HVAC - KEYNOTES O1 THERMOSTATS. (TYPICAL WIRING FOR EACH THERMOSTAT) SEE VS1 SHEET O2 12N x12" DUCT W/ ELBOW FROM N R211 TO JUST ABOVE THE CEILING PLATFORM. OWALL CAP (MOUNT BOTTOM AT 10'-0" A.F.F.) 500 CFM EXHAUST. HVAC ROOF BRACING CONFLICTS CONTRACTOR TO FIELD VERIFY0 ROOF'S HORIZONTAL ROD BRACING LOCATIONS. IF NECESSARY, SHIFT RTU'S AND DUCTS AS REQUIRED TO AVOID CONFLICT WITH BRACING. OUTSIDE AIR SETUP: QECONOMIZER CONTRACTOR TO SET DAMPERS AS FOLLOWS: MODE MAXIMUM CFM PER UNIT TYPICAL = 3.000 MINIMUM OUTSIDE AIR CFM (TYPICAL) =525 DURING OCCUPIED HOURS ONLY. SNAPLOCK SHEETMETAL ROUND DUCT (SPEC 23 30 00) 20 GAUGE GALVANIZED SHEET METAL STRAPS ATTACHED TO STRUCTURE I 1 ABOVE (SPEC 23 30 00) INSULATION, SEE DETAIL 3/M1 ALL 'TRANSVERSE DUCT JOINTS SHALL BE SEALED WITH DUCT SEALANT DUCT SEALANT SHALL BE OF THE 8" WIDE x 20 GAUGE GALVANIZED1 SYNTHETIC ELASTOMERIC TYPE EQUAL STEEL PLATE SHIELD REQUIRED AT TO "UNITED" "UNI-SEAL". DUCT EACH HANGER, FULL WIDTH OF DUCT TAPE SHALL NOT BE USED AS THE PRIMARY SEALANT (SPEC 23 30 00) ROUND DUCT INSULATION HANGER SHIELD N.T.S. -1/2" CONDENSATE LINE CEI 1 /2"P' CKF S INSI �I MOP BA' , CONDENSATE kIN TERMINATION , N.T.S. M 1 HVAC GENERAL NOTES 1. DRAWING IS DIAGRAMMATIC AND IS NOT TO BE SCALED. REFER TO 9. DUCT DIMENSIONS ON PLANS ARE TO BE FINISHED INSIDE 17. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE A ARCHITECTURAL PLANS OR FIELD MEASUREMENTS FOR DIMENSIONS. DIMENSIONS. ONE -COMPONENT NON -SAG URETHANE ELASTOMERIC SEALANT. 2. ALL WORK IS TO BE PERFORMED IN ACCORDANCE WITH THE 10. DUCT MATERIALS SHALL BE AS FOLLOWS: ANY CONTRACTOR WHO USED SILICONE OR ANY OTHER CAULKING APPLICABLE CODE(S) NOTED ON THE COVER SHEET. ROUND SUPPLY AIR DUCT (SPEC 23 30 00) WILL BE REQUIRED TO REMOVE AND REPLACE WITH A SPECIFIED 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION RECTANGULAR SUPPLY AND RETURN AIR DUCT WORK - SEALANT (SPEC: 07 92 00). PRIOR TO SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TO (SPEC 23 30 00) INSTALL TURNING VANES IN ALL ELBOWS. 18. THE HVAC SYSTEM SHALL BE CONSTRUCTED IN ACCORDANCE UNANTICIPATED EXISTING CONDITIONS DO NOT SUBSTITUTE RADIUSED ELBOWS. WITH NFPA 101:7-2 and NFPA 90A "STANDARD FOR THE 4. ALL ROOF AND WALL PENETRATIONS REQUIRED SHALL BE RUNOUTS TO DIFFUSERS - (SPEC 23 30 00) (SEE DIFFUSER INSTALLATION OF AIR CONDITIONING AND VENTILATION SYSTEMS". COORDINATED WITH THE GENERAL CONTRACTOR. PROVIDE ALL INSTALLATION DETAIL). 19. ALL HVAC SYSTEM FLUES & VENTS SHALL BE CONSTRUCTED IN SLEEVES, FLASHING, CURBS, REINFORCING ANGLES, SUPPORTING EXHAUST DUCT - (SPEC 23 30 00) ACCORDANCE WITH NFPA 54 (LATEST EDITION). FRAMES, ETC., WHICH ARE REQUIRED UNLESS THEY ARE TRANSITIONS - SHALL CONFORM TO SMACNA STANDARDS. 20. PROVIDE AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR SPECIFICALLY CALLED OUT TO BE FURNISHED BY OTHERS. 11. INSULATE HVAC CONDENSATE DRAIN PIPING WITH 1 /2" PRIOR TO OCCUPANCY THAT PROVIDES AT LEAST A MINIMUM 5. A SUBMITTAL OF ALL MATERIALS AND EQUIPMENT PROPOSED TO BE ARMAFLEX. EFFICIENCY REPORTING VALUE (MERV) OF 8. USED ON THE JOB SHALL BE PREPARED AS SOON AS POSSIBLE 12. ALL WORK IS TO BE GUARANTEED FOR ONE YEAR UPON R DUCT OPENINGS AND 21. COVERING OF PROTECTION OF MECHANICAL AFTER AWARD OF THE CONTRACT. THE SUBMITTAL WILL BE OCCUPANCY. EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH REVIEWED BY THE OWNER FOR EQUAL QUALITY AND PERFORMANCE 13. NO EQUIPMENT OR FIXTURE SUBSTITUTIONS (THAT ARE NOT 21. INSTALLATION, OR DURING STORAGE ON THE CONSTRUCTION SITE TO THE ITEMS SPECIFIED. ALL CONTROL DEVICES SHALL BE CURRENTLY LISTED) WITHOUT PRIOR WRITTEN APPROVAL OF AND UNTIL FINAL STARTUP OF THE HEATING AND COOLING INCLUDED IN THE SUBMITTAL. EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION 6. THE PROPER PERFORMANCE OF THE CONTROL SYSTEM IS THE THE OWNER. COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, RESPONSIBILITY OF THE CONTRACTOR. 14. UPON COMPLETION BALANCE SYSTEMS TO AIR FLOWS SHOWN. "AS SHEETMETAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING 7. THE CONTRACTOR SHALL COOPERATE AND COORDINATE HIS WORK REPORT THE BALANCING MEASUREMENTS ON THE BUILT" AGENCY TO REDUCE THE AMOUNT OF DUST OR DEBRIS WHICH WITH THE WORK OF OTHER SUBCONTRACTORS OF THE DRAWINGS. MAY COLLECT IN THE SYSTEM. PROJECT.000RDINATION DOES NOT MEAN "I WAS HERE FIRST". 15. MOUNT CONDENSATE AND REFRIGERANT LINES AS HIGH AS 22. ALL HVAC CONDENSATE LINES SHALL RUN AT A MINIMUM SLOPE 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A POSSIBLE. OF 1/8-INCH PER FOOT. COMPLETE AND FUNCTIONAL SYSTEM IN ACCORDANCE WITH THE 16. CONTROL WIRING BY HVAC CONTRACTOR, FINAL CONNECTIONS INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT BY HVAC CONTRACTOR. THEREOF IS SPECIFICALLY CALLED OUT. METAL WALL STUDS AT 24" O.C. HVAC CONTRACTOR SHALL ROUTE NEW DUCTS BETWEEN METAL WALL STUDS ONLY. SEE VENSTAR S.0 W. FOR SENSOK LOCATION, TYP. 1 ROUTE DUCT WITH 45dg. ELBOWS (UNDER FRAMES/BEAMS HOLD DUCT AS T T HVAC PLAN Z-(iSCALE: 1 /8" = V-0" TRUE NORTH NOTE: BOTTOM OF ALL HVAC EQUIPMENT & DUCTS SHALL BE 0 A MINIMUM OF 12'-3" A.F.F. EXCEPT WHERE OTHERWISE NOTED. 0 0 Norman I- Goth. FL Lk / 57809. CA Uic if 27905 .00 V) w LL rpm, �L�°• �"^, } �, d� D' �d 8V.'C�..'d .' !o � k � uY� •' � a w SHEETS BEARING SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. F- w 0 @� z w 0 z 0 0 U O mW LLJ _z 0 ZMO LLI Ir WNW w LLWyW i u. w J:D w W • � x W N � 4� O'00 o O oo 0 Co r � vcMvNd: z 0 U 0 W ° D_ w OJ N z z O_ 0 w LL- O It Qz a o� Z Q- W O �-�O w J J U.LL- Q JON m J J J J W J 2 w Q= O C� Q ma 0 z � r W w a Z tO N U > w W� w Q m Ln LL Ln El1D D m O 01i o gym° V) N I I- W O N N L�7 3 W co a) I U1 4 co m I, � IL �`�3 z Mm aii 3 w Q V) z 0 ti Q Z U LL_ U L9w D_ 0 z Q 0 z 3 Q 0 En vi Z _0 DRAWN BY: CHECKED BY: (n JTH N EG I DATE: 10/06/14 0 N REVISION: F- 0 PROJECT NUMBER: } ZRH ° U SHEET NUMBER UO NATIONAL ACCOUNT ROOFTOP UNIT SCHEDULE - 7.5 TON - HEAT PUMP (3-PHASE) RTU - RESPONSEUTES CALL THE CARRER CUSTOMER SERVICE REP. BELOW 1.) ALL CARRIER HVAC UNITS WITH ACCESSORIES ARE OWNER SUPPLIED BY O'REILLY AUTOMOTIVE. FOR COI IRMA.TION OF ORDERS. 2.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CARRIER HVAC UNITS. 3.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FIRST YEAR LABOR WARRANTY ON ALL DO NOT CALL CARRER FOR QUOTESI OWNER SUPPLIED EQUIPMENT. 4.) MECHANICAL CONTRACTORS WORKING ON O'REILLY PROJECTS MUST CALL "CARRIER CORPORATION'S NATIONAL ACCOUNTS" DEPARTMENT FOR CONFIRMATION OF ORDERS ONLY! CARRIER CORPORATION, GENERAL MANAGER: CUSTOMER SERVICE REPS: 5.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, SHIPPING & RECEIVING OF ALL NATIONAL ACCOUNTS SARA TILTON DOUGLAS MASCH 29 INDUSTRIAL PARK DR. 866-389-4658 EXT. 3429 CELL 317-370-2727 CARRIER UNITS FROM CARRIER NATIONAL ACCOUNTS. CONTACT CUSTOMER SERVICE REP LISTED BINGHAMTON, NY 13904 sara.tilton0carrier.utc.com doug.masch0carrier.utc.com TO THE RIGHT. HEATING CLG. MBH SUPPLY FAN ELECTRICAL MARK DESCRIPTION MFR. CATALOG NUMBER MBH EER (bs.) ACCESSORIES REMARKS REF. DTL. STAGE 1 STAGE 2 TTL. COOL IMOCIP IN OUT TOT./SENS. TOT./SENS. TOT./SENS. CFM O.A. ESP HP MCA WEATHERMAKER H.P. 85.4 208V/30 SD,MB,HG,VS, 208V RTU-3 PACKAGED ROOFTOP CARRIER 50HCQD08B2M5-OF1 DO 46/34.5 46/34.5 92/69 12.10 3 000 ® 0.6 1.50 1250 EC,UPO,TBE,S AF,DS,CO2,EH, /,� QQ®© 1/M2 2 M2 UNIT 7.5-TON 64.8 70 , 7.8 KW 26.62 SPW,TSI,RS,RC1 ACCESSORIES - FACTORY SUPPLIED AND INSTALLED ACCESSORIES - FACTORY SUPPLIED & FIELD INSTALLED SD - RETURN AIR SMOKE DETECTOR. EH - ELECTRIC RESISTANCE HEATER KIT. (SEE ABOVE FOR SIZE) MB - MEDIUM STATIC BLOWER. (SINGLE SPEED). SPW - SINGLE POINT WIRING KIT. FOR ELECTRIC HEATER. HG - LOUVERED HAIL GUARDS. CO2 - CO2 SENSOR. WALL MOUNT. #33ZCSPTCO2LCD-01 EC - ENTHALPY ECONOMIZER IV. W/BAROMETRIC RELIEF. CO2/SPACE TEMPERATURE SENSOR WITH LCD DISPLAY & NO OVERRIDE. UPO - UN -POWERED CONVENIENCE OUTLET (FIELD POWERED), 15AMP, 120V, GROUND FAULT ACCESSORIES - O'REILLY SUPPLIED & FIELD INSTALLED INTERRUPTER (GFI) TYPE. TBE - THRU-THE-BOTTOM-ELECTRIC SERVICE. (SEE ROOF TOP UNIT DETAILS) SS - HI & LOW REFRIGERANT SAFETY SWITCHES. (STANDARD ON EVERY UNIT) VS - VENSTAR SURVEYOR. AF - 2" RETURN AIR FILTERS. (STANDARD ON EVERY UNIT) TS1 - VENSTAR COMMUNICATION THERMOSTAT. (NO SUBSTITUTIONS). REFER TO SHEET VS1. RS - VENSTAR REMOTE SENSOR. (NO SUBSTITUTIONS). REFER TO SHEET VS1. ACCESSORIES - FIELD SUPPLIED & FIELD INSTALLED DS - NON -FUSED DISCONNECT SWITCH. (GRAYBAR/0'REILLY) SUPPLIED W/ ELECTRICAL BILL OF MATERIALS. RC1 - ROOF CURB. ON NEW BUILDING, ROOF CURB IS BY BUILDING MANUFACTURER. ON EXISTING BUILDING, ROOF CURB IS BY GENERAL CONTRACTOR. REMARKS 1 COOLING CAPACITY BASED ON 80-F EDB AND 67-F EWB. 4 FACTORY EQUIPPED WITH STANDARD LOW AMBIENT COOLING TO 30-F ODB. HEAT PUMP HEATING CAPACITY BASED ON 47* O.D. & 70' RETURN AIR. 0 OUTSIDE AIR, SEE PLAN FOR UNIT(S) REQUIRING OUTSIDE AIR. Q2 CAPACITY BASED ON 95'F AMBIENT TEMPERATURE. Q6 REFRIGERANT = R410A (PURON). 03 NOTE! RTU COMPLETION. AT CONSTRUCTION COMPLETION, CONTRACTOR SHALL REPLACE ALL RETURN AIR FILTERS INSIDE ALL RTU'S. CONTRACTOR SHALL INSTALL CLEAN FILTERS INSIDE ALL * MAXIMUM CIRCUIT BREAKER OR TIME -DELAY FUSE. RTU'S. CONTRACTOR SHALL ALSO SUPPLY AN ADDITIONAL CLEAN SET OF FILTERS TO THE OWNER AT JOB COMPLETION. MECHANICAL CONTRACTOR SHALL FURNISH ALL INTERNAL ROOF CURB FRAMING FOR BRANCH DUCT SUPPORT. OUTSIDE AIR INLET, SEE PLAN OR SCHEDULE ROOF CURB: SEE "ROOFTOP UNIT FOR MINIMUM OUTSIDE AIR QUANTITY. SCHEDULE/ACCESSORIES" FOR WHO IS RESPONSIBLE FOR OUTSIDE AIR FILTER. (CLEANABLE ALUMINUM) FURNISHING AND INSTALLATION. AECOMMEN AT ONS CTURERS R ROOFTOP UNIT (RTU) / PIPE CONDENSATE WITH 3/4" PVC ELECTRICAL SEE PLAN FOR CONDUIT ULTRA VIOLET RESISTANT. CONFIGURATION r1 ROUTE ALL CONDENSATE LINES DIRECTLY FROM ALL C ROOFTOP UNITS TO THE GUTTER AT REAR OF BUILDING. SEE ARCHITECTURAL PLANS FOR GUTTER LOCATION. ROOF INSULATION, SEE ARCHITECTURAL111 PLANS FOR THICKNESS. NEOPRENE CONNECTORS INTAKE AIR SEE DETAIL 1/M2 FOR CONDENSATE FOR VIBRATION ISOLATION PIPE ATTACHMENT TO ROOF. ROOF. ATTACH CONDENSATE LINE CAULK TO GUTTER W/ C-CLAMP & SCREWS (STAINLESS STEEL). - GUTTER METAL BUILDING FRAME. -�' ROUND SHEET METAL DUCT WITH WRAP INSULATION, SEE DETAIL 3/M 1. J l SAME SIZE AS DOWN SPOUT UNIT'S OPENING. MOUNT SUPPLY GRILLE ON PRE -INSULATED FLEX ISUPPLY DUCT END OF DUCT. DUCT, SEE DETAIL 5/M2. I PER PLAN. SQUARE TO ROUND LAY -IN DIFFUSER, SEE DETAIL 5/M2 CEILING (CONFIGURATION MAY VARY). ADAPTER. ALL ROOFTOP UNITS MUST BE ATTACHED TO ROOF CURB 1" RIGID INSULATION BOARD FOR SOUND ISOLATION. WITH A MINIMUM OF TWO LAG SCREWS PER SIDE. SECURE TO INSIDE OF ROOF CURB. HEAT PUMP ROOFTOP UNIT (SUPPLY DUCTS 2 N.T.S. M2 GUTTER DOWN SPOU MECHANICAL CONTRACTOR SHALL FURNISH ALL INTERNAL ROOF CURB FRAMING FOR BRANCH DUCT SUPPORT. OUTSIDE AIR INLET, SEE PLAN OR SCHEDULE FOR MINIMUM OUTSIDE AIR QUANTITY. OUTSIDE AIR FILTER. (CLEANABLE ALUMINUM) INTAKE AIR - / 'ro RETURN AIR GRILLE. RETURN AIR FILTERS (DISPOSABLE - 2" THICK) ROOFTOP UNIT (RTU) SEE PLAN FOR CONFIGURATION SAME SIZE AS UNIT'S OPENING. NEOPRENE CONNECTORS FOR VIBRATION ISOLATION __- CAULK -� STRAP RETURN AIR GRILLE INSULATION, SEE ARCHITECTURAL PLANS FOR THICKNESS. 2012 METAL BUILDING FRAME. 1" RIGID INSULATION BOARD FOR SOUND ISOLATION. SECURE TO INSIDE OF ROOF CURB. ALL ROOFTOP UNITS MUST BE ATTACHED TO ROOF CURB INSTALLATION INSTALLATION WITH A MINIMUM OF TWO LAG SCREWS PER SIDE. HEAT PUMP ROOFTOP UNIT (RETURN DUCT) NATIONAL ACCOUNT ROOFTOP UNIT SCHEDULE - 5 TON - HEAT PUMP (3-PHASE) RTU - RESPONSIB LITES CALL THE CARRIER CUSTOMER SERVICE REP. BELOW 1.) ALL CARRIER HVAC UNITS WITH ACCESSORIES ARE OWNER SUPPLIED BY O'REILLY AUTOMOTIVE. FOR COWRIVIATION OF ORDERS. 2.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF ALL CARRIER HVAC UNITS. 3.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR THE FIRST YEAR LABOR WARRANTY ON ALL DO NOT CALL CARRIER FOR QUOTESI OWNER SUPPLIED EQUIPMENT. 4.) MECHANICAL CONTRACTORS WORKING ON O'REILLY PROJECTS MUST CALL "CARRIER CORPORATION'S CARRIER CORPORATION, GENERAL MANAGER: CUSTOMER SERVICE REPS: NATIONAL ACCOUNTS" DEPARTMENT FOR CONFIRMATION OF ORDERS ONLY! NATIONAL ACCOUNTS SARA TILTON DOUGLAS MASCH 5.) MECHANICAL CONTRACTOR IS RESPONSIBLE FOR SCHEDULING, SHIPPING & RECEIVING OF ALL 29 INDUSTRIAL PARK DR. 866-389-4658 EXT. 3429 CELL 317-370-2727 CARRIER UNITS FROM CARRIER NATIONAL ACCOUNTS. CONTACT CUSTOMER SERVICE REP LISTED BINGHAMTON, NY 13904 saro.tilton0carrier.utc.com doug.masch0carrier.utc.com TO THE RIGHT. HEATING CLG. MBH SUPPLY FAN ELECTRICAL MARK DESCRIPTION MFR. CATALOG NUMBER MBH EER (bs.) ACCESSORIES REMARKS DTL. SENS. CFM O.A. ESP HP MCA MOCP IN OUTTOT. H.P. 57.4 208V 30 RTU-2 WEATHERMASTER PACKAGED ROOFTOP UNIT 5-TON CARRIER 50HCQA06B2M5-OF1 DO 61.5 47.3 12.50 2000 Q 0.6 1.0 900 SD,O,TBE, S,AF, DS,CO2 EH SPW, ����� 2/M2 208V 56.1 60* RTU-4 7.9 KW 26.96 ACCESSORIES - FACTORY SUPPLIED AND INSTALLED ACCESSORIES - FACTORY SUPPLIED & FIELD INSTALLED SD - RETURN AIR SMOKE DETECTOR. EH - ELECTRIC RESISTANCE HEATER KIT. (SEE ABOVE FOR SIZE) MB - MEDIUM STATIC BLOWER. (SINGLE SPEED). SPW - SINGLE POINT WIRING KIT. FOR ELECTRIC HEATER. HIS - LOUVERED HAIL GUARDS. CO2 - CO2 SENSOR. WALL MOUNT. #33ZCSPTCO2LCD-01 EC - ENTHALPY ECONOMIZER IV. W/BAROMETRIC RELIEF. CO2/SPACE TEMPERATURE SENSOR WITH LCD DISPLAY & NO OVERRIDE. UPO - UN -POWERED CONVENIENCE OUTLET (FIELD POWERED), 15AMP, 120V, GROUND FAULT ACCESSORIES - O'REILLY SUPPLIED & FIELD INSTALLED INTERRUPTER (GFI) TYPE. TBE - THRU -THE- BOTTOM -ELECTRIC SERVICE. (SEE ROOF TOP UNIT DETAILS) SS - HI & LOW REFRIGERANT SAFETY SWITCHES. (STANDARD ON EVERY UNIT) VS - VENSTAR SURVEYOR. AF - 2" RETURN AIR FILTERS. (STANDARD ON EVERY UNIT) TS1 - VENSTAR COMMUNICATION THERMOSTAT. (NO SUBSTITUTIONS). REFER TO SHEET VS1. IRS DS - VENSTAR REMOTE SENSOR. (NO SUBSTITUTIONS). REFER TO SHEET VS1. - NON -FUSED DISCONNECT SWITCH. (GRAYBAR/O'REILLY) SUPPLIED W/ ELECTRICAL BILL ACCESSORIES - FIELD SUPPLIED & FIELD INSTALLED OF MATERIALS. RC1 - ROOF CURB. ON NEW BUILDING, ROOF CURB IS BY BUILDING MANUFACTURER. ON EXISTING BUILDING, ROOF CURB IS BY GENERAL CONTRACTOR. REMARKS Q1 COOLING CAPACITY BASED ON 80-F EDB AND 67-F EWB. �4 FACTORY EQUIPPED WITH STANDARD LOW AMBIENT COOLING TO 30-F ODB. HEAT PUMP HEATING CAPACITY BASED ON 47' O.D. & 70' RETURN AIR. 05 OUTSIDE AIR, SEE PLAN FOR UNIT(S) REQUIRING OUTSIDE AIR. Q2 CAPACITY BASED ON 95'F AMBIENT TEMPERATURE. Q6 REFRIGERANT = R410A (PURON). 03 NOTE! RTU COMPLETION. AT CONSTRUCTION COMPLETION, CONTRACTOR SHALL REPLACE ALL RETURN AIR FILTERS INSIDE ALL RTU'S. CONTRACTOR SHALL INSTALL CLEAN FILTERS INSIDE ALL * MAXIMUM CIRCUIT BREAKER OR TIME -DELAY FUSE. RTU'S. CONTRACTOR SHALL ALSO SUPPLY AN ADDITIONAL CLEAN SET OF FILTERS TO THE OWNER AT JOB COMPLETION. FAN SCHEDULE MARK DESCRIPTION MFR. CATALOG NUMBER CFM (NOM) STATIC PRESS. MOTOR H.P. ELECTRICAL ACCESSORIES REMARKS REF. DETAIL V/PH MCA MOCP F-1 �_ DOUBLE RESTROOM INLINE COOK - GN 640 500 0.1 5 W 3 0 120 1 / - - BD DS WC , 1 2 0 0 - EXHAUST FAN ACCESSORIES REMARKS BD - GRAVITY BACK DRAFT DAMPER 1 ADJUST FOR CFM REQUIRED. 0 DS - DISCONNECT SWITCH WC - WALL CAP, "COOK" #WCA-6, ALUMINUM Q2 EXHAUST FAN SHALL BE WIRED BY THE ELECTRICAL CONTRACTOR TO OPERATE WITH EITHER RESTROOMS LIGHT SWITCH. APPROVED ALTERNATE MANUFACTURER'S FANS: *GREENHECK *CARNES UL LISTED CLASS 1 PREINSULATED FLEX CLAMP AND TAPE ALL FLEX DUCT JOINTS DUCT RUNOUT TO DIFFUSER, NOT OVER 8 FEET LONG, SEE PLAN FOR SIZE JY WIDE GALVANIZED STRAP SUPPORT AT 5'-0" O.C. AS NECESSARY. SUPPORT DIFFUSER FROM ROOF FRAMING WITH WIRE AS REQUIRED TO PREVENT INSULATED ROUND SAGGING OF CEILING DUCT, SEE DETAILS 2/M1 & 3/M1. ROUND DUCT WITH SADDLE TAP FITTING WITH BALANCING DUCT WRAP INSULATION DAMPER EQUAL TO "AIR-TITE TAKEOFF" #CATDR JONESBORO, AR, PHONE# 870-935-8483. SQUARE x ROUND ADAPTER DIFFUSER IN LAY -IN PANEL OR CENTERED IN CEILING TILE, SEE SCHEDULE, REFER TO PLAN FOR DIRECTION OF THROW TYPICAL LAY -IN DIFFUSER 5 N.T.S. M2 INSULATED F SEE DETAILS 2/ 6" METAL STUDS SURFACE MOUNT[ SUPPLY AIR GRILI SURFACE MOUNTED DIFFUSER FRAMING SPACING 5/8" SHEETROCK (EACH SIDE) GRILLE AND DIFFUSER SCHEDULE MARK DESCRIPTION MFR. CATALOG SIZE (in.) FINISH MOUNTING BRANCH SIZE ACCESSORIES REMARKS REF. NUMBER DUCT DETAIL G1 SUPPLY GRILLE ANEMOSTAT S21­10 1404 WHITE DUCT SEE PLAN OB Q - S1 SUPPLY DIFFUSER ANEMOSTAT E-1-D 12x12 WHITE SURFACE SEE PLAN DT Q Q 4/M2 S2 SUPPLY DIFFUSER ANEMOSTAT EPL 24x24 WHITE DUCT/LAY-IN SEE PLAN - Q 5/M2 R1 RETURN GRILLE ANEMOSTAT GC5 24x24 WHITE LAY-IN/EXPOSED SEE PLAN - - 1/M2 R2 RETURN GRILLE ANEMOSTAT GC5 1202 WHITE SURFACE SEE PLAN - - 1/M2 X1 EXHAUST GRILLE ANEMOSTAT S3HS 1202 WHITE CEILING SEE PLAN OB - - ACCESSORIES REMARKS OB - OPPOSED BLADE DAMPER. 1 1-WAY DT - DIRECTIONAL TABS. 02 APPROVED ALTERNATE MANUFACTURER'S 4-WAY Q3 DIRECTIONAL TABS, ADJUST TO PROVIDE THROW AS GRILLES. DIFFUSERS & DAMPERS: *TUTTLE & BAILEY *NAILOR *ARROW *CARNES INDICATED ON PLANS. *PRICE INDUSTRIES *TITUS *KRUEGER "PLUMBERS TAPE" (METAL) (STRAPPING) SMALL BEAM CLAMP EU-4 7 PROVIDE ATTACHMENT AT 6'-0"O.C. ICONDENSATE 3/4" PVC ELECTRICAL CONDUIT ULTRA VIOLET RESISTANT. MR24 ROOF CONDENSATE PIPE ROOF ATTACHMENT Norman E. Goth, FL Lic # 57809, CA Lic # 27905 v ,�IldlAO�s r SHEETS BEARI G IS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED. co �W _Z y0 Q O3= a v ulLu It Gapn _� E-=WN LL'tCM O D CD a (f OMav-0 cy (0) oo W M O N w J Q z O V) In w Li O w z w 0 w H LL O I- z w z O U z w 0 w In w o_ x w w O 0 w tz m O a z O I- Q O w x H J Q Z O Ld O w LL M O D_ Q�Q0- w Z aM 0QM = w O H�O 3E w J ~ 3 .J LL Q 3 O �Oo- J w m J a. J Jof O W J - °- �r w 1i 2 F- �00>-LLI i < W 0 cm ' a z 0 r W � Q a Z t0 N w U w Q c � n LL o in p m o O O COUl w N I ' N 0 W W O N N L7 �W oo�IM co 0 4 in z V) In m z IL 3 mp w It Q z O Q � U Z LL w U I7 z U rn_z Q u z _U DRAWN BY: CHECKED BY: V) JTH NEG 0 I DATE: 10/06/14 0 N REVISION: C9 PROJECT NUMBER: 0_ ZRH 0 SHEET NUMBER O N.T.S. N.T.S. N.T.S. LIGHT FIXTURE SCHEDULE ALL ITEMS LISTED ON THE "LIGHT FIXTURE SCHEDULE" ATTN: SANDI YOUNG - DIRECT LINE: 1 (314) 573-2082 WILL BE SUPPLIED BY THE OWNER (0'REILLY). ITEMS GRAYBAR ELECTRIC CO. INC. OR SAM CAST - DIRECT LINE: 1 (314) 573-2081 SHALL BE DIRECT ORDERED AND OR RELEASED FROM 11885 LACKLAND ROAD sandrayounq®araybar.com or samuel.castOgryvbar.com ST. LOUIS, MO. 63146 THE LISTED ELECTRICAL EQUIPMENT DISTRIBUTOR: TOLL FREE = 1-800-289-5254 TOLL FREE FAX = 1-888-280-0128 MTG. LAMPS o ; 6 TYPE 0� 0 Z uj Z N N 3 U Of ~ F- (General Electric) SUPPLY i _ = < LAMP CATALOG DESCRIPTION OF MARK MFR. CATALOG NUMBER VOLTAGE FINISH g N o i = ? o o NUMBER/TYPE WATTAGE ACCESSORIES NOTES FLUORESCENT LIGHTS A WILLIAMS 76-8-432-ENO 120 WHITE X X 141 96 SHS (2 PER FIXTURE) T-BARD%MOHT.ND!NELECTRONO BRACKET (BALLAST,GNO SUBSTITUTIONS-AD-BD-UNV SPX35/E 0 SUBSTITUTIONSCE S WILLIAMS 76-4-232-ENO 120 WHITE X X 2 48 SHS (2 PER FIXTURE) GRID ONLY). T-B'O%MOT.H.D.INELECTRON SUBSTITUTIONS-AD-BD-UNV SPX35/E 0 C BALBRACKETLLAST, NO SUBS TUTIONS.CE Bi WILLIAMS 76-4-232-EB8PLW2(IOP2S32LWSC)*AD-BD-UNV F28T8/XL/ T-BAR MOUNTING BRACKET (CEILING GRID ONLY). ADVANCE "PROGRAM NO SUBSTITUTIONS 120 WHITE X X 2 SPX35/ECO 48 SHS (2 PER FIXTURE) <10% T.H.D. ELECTRONIC START BALLAST. NO SUBSTITUTIONS. C WILLIAMS 76-8-432-E-AD-BD-UNV 120 WHITE X X 4 96 VBY-3 (2 PER FIXTURE) HANGERCHAIN, CE NO SUBSTITUTIONS SPX35/ECO <F101NS % TH.DE ECTRONIC BALLA T, NOO SUBSTITUTIONS C WILLIAMS -AD-BD-UNV 76-4-232-ENO 120 WHITE X X 1121 48 VBY-3 (2 PER FIXTURE) CHAIN HANGERADVANCE SUBSTITUTIONS SPX355/E 0 T.H.D. ELECTRONIC BALLAST, NOCHAIN, SUBSTTU IONS COMBINATION EXIT/EMERGENCY LIGHTS & EMERGENCY LIGHTS XR COOPER APCH7R LETTERS) 120 LED EXIT +(2) UNIVERSAL (WALL/CLG.) BACKUP BATTERIES SHALL MAINTAIN 100% ILLUMATION (RED WHITE X X X 2 2.34 FOR A MINIMUM OF 90 MINUTES 3.6V SINGLE PR DOUBLE FACE TO COMPLY WITH ARTICLE 700.12(A) OF THE NEC BACKUP BATTERIES SHALL MAINTAIN 100% ILLUMATION COOPER APEL 120 WHITE X X X 2 3.6V 0.33 UNIVERSAL (WALL/CLG.) FOR A MINIMUM OF 90 MINUTES TO COMPLY WITH ARTICLE 700.12(A) OF THE NEC LED EXTERIOR LIGHTS PC INTERMATIC PHOTOCELL - #K4251 120 DARK X X 1 ---- - -- MOUNT ABOVE WALL PACK LOCATED NEAR BRONZE FREIGHT DOOR. ` PORTFOLIO LD615DO1O/ERW6840/6LWOH 120 NO SUBSTITUTIONS CLEAR X X 1 ---- 24.8 ---- RECESSED CAN W1 GE EVOLVE EWSW-0-D4-N-40-A-1-N-DKBZ 12O "BRONZE X X 1 ---- 89 ---- FULL CUTOFF, MOUNT 12'-O" A.F.F. TO CENTERLINE NO SUBSTITUTIONS OF FIXTURE. LED POLE LIGHTS GE EVOLVE EASB-0-G4-F-5-40-1-A-DKBZ 25' POLE LENGTH, ADVANCE BALLASTS, FULL CUTOFF, P`i 120 DARK X X 1 ---- 211 ---- NO SUBSTITUTIONS SECURITY LIGHTING SSS-25-50-1-A2-DB-LAB BRONZE ANCHOR BOLTS W/ HARDWARE & TEMPLATE (DRILLED FOR 1 LIGHT) OPEN 9"x48" OPENI ALARM 8"x96" PLACEMENT 16 x24' PHONE SYSTEM PLACEMENT 24"x48" TELCO EQUIPMENT PLACEMENT CONTRACTOR TO MARK PHONE EQUIPMENT BOARD AS INDICATED FOR PLACEMENT OF EQUIPMENT OPEN AND INSTALL CONDUIT ONLY IN 8"x96"1 "OPEN" AREAS. LEAVE 1'-0" OF CLEARANCE IN FRONT OF TELEPHONE EQUIPMENT BOARD. SEE FLOOR PLAN. I APPROXIMATELY V-0" ABOVE ('� I I I I FINISHED FLOOR io I IIIII I. 1 11111 l,U U U TELEPHONE E N.T.S. LO INSTALL 4'Wx8H'x3/4" PLYWOOD V-0" AFF. FLOOR j_= LIGHTING CIRCUIT FROM ELECTRICAL PANEL. ELECTRICAL PANEL PLP IN ORDER TO COMPLY WITH NEC 700.12(F): ALL EMERGENCY FIXTURES SHALL BE WIRED TO THE SAME BRANCH CIRCUIT AS THAT SERVING THE NORMAL LIGHTING IN THE AREA AND CONNECTED AHEAD OF LOCAL SWITCHES AND THE "LIGHTING CONTROL PANEL". TYPICAL JUNCTION BOX LOCATED NEXT TO PANEL. NEW QUAD RECEPTACLE MOUNT SCREEN APPROXIMATELY V-6" ABOVE FINISHED FLOOR VENSTAR E LIGHTING CONTROL PANEL J MI�■M��IyyNyyD��:,, NM YNtT•Nt VENSTAR DATA CONCENTRATOR VS1 VENSTAR SURVEYOR PLACEMENT LIGHTING CONTROL PANEL PLACEMENT J— V-0" ABOVE FINISHED FLOOR N.T.S. EMERGENCY/EXIT FIXTURE (TYP.) EMERGENCY/EXIT LIGHTING CONNECTION DIAGRAM N.T.S. VS1 TO BE INSTALLED AS CLOSE TO BREAKER PANELS AS POSSIBLE. V-6" x 8'-0" x 3/4" PLYWOOD BACK PANEL. 4'-0" CLEARANCE REQUIRED IN FRONT OF BACK PANEL. "NORMAL" ONLY INTERIOR LIGHTS. SEE KEYNOTED FLOOR SINGLE THROW 2-POLE SWITCH $Pw2 - _r E at— (RESTROOM #2) = HOT LEG — = NEUTRAL EXHAUST FAN RESTROOM LIGHTS LIGHTING SUPPLY POWER EXHAUST FAN SINGLE THROW 2-POLE SWITCH $Pw2 SUPPLY POWER (RESTROOM #1) RESTROOM EXHAUST FAN WIRING DIAGRAM 2 N.T.S. E1 LIGHTING -KEYNOTES OMOUNT J-BOX INSIDE BUILDING & FLEX CONDUIT THRU WALL FOR POWER SUPPLY TO ILLUMINATED SIGN. EXACT LOCATIONS OF PENETRATIONS SHALL BE COORDINATED WITH SIGN COMPANY PENETRATIONS SHALL BE BEHIND SIGNAGE. WATERPROOF W/ ELASTOMERIC POLYURETHANE (NO EXCEPTIONS) EQUAL TO "VULKEN" 118. TYPICAL. O2 TO "OPEN" SIGN. SEE SHEET E2. 3O VIA PANEL "E" POSITION D. O4 VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE SHEET VS1 & VENSTAR SCOPE OF WORK (S.O.W.) 5O MOUNT 8'-0" A.F.F. TO BACK OF HEADER WALL. THESE FIXTURES ONLY. OSUSPEND 8'-0" A.F.F. THIS FIXTURE ONLY. O7 ROUTE THE OFFICE AND RESTROOM'S LIGHTING CIRCUIT THRU THE LOCAL OCCUPANCY SENSORS AND DIRECTLY TO THE CIRCUIT BREAKER. THESE FIXTURES SHALL NOT BE SWITCHED BY THE LIGHTING CONTROL PANEL. SECURITY LIGHT W/ REMOTE MOUNTED PHOTO CONTROL WP1 PLP v COORDINATE FIXTURE SPACING AND PLACEMENT WITH ON SITE O'REILLY REPRESENTATIVE. TYPICAL. AUTOMATIC LIGHTING SHUTOFF COMPLIANCE WITH IECC IS ACHIEVED BY: 1. PARTS AREAS: ALL LIGHTING IN THESE AREAS ARE CONTROLLED BY THE "VENSTAR" EMS SYSTEM (SEE VS1), ON A SCHEDULED TIME -OR -DAY BASIS WITH AN INDEPENDENT PROGRAM SCHEDULE. 2. RESTROOMS AND OFFICES: ALL LIGHTING IN THESE AREAS ARE CONTROLLED BY OCCUPANT -SENSING DEVICES. INTERIOR LIGHTING ZONES ALL INTERIOR LIGHTING WITHIN PARTS AREA "A" SHALL BE CONSIDERED "SALES" ZONE (ON ONLY WHEN STORE IS OPEN FOR BUSINESS). ALL INTERIOR LIGHTING WITH PARTS AREA "B", PARTS AREA "C", RESTROOMS, OFFICE, AND BREAK AREA SHALL BE CONSIDERED "WORK" ZONES (ON WHENEVER THERE IS MOTION OR THE STORE IS OPEN). 2 O Ov 3 LIGHTING PLAN Z SCALE: 1 /8" = V-0" TRUE NORTH 4 ELECTRICAL CONTRACTOR TO WIRE EXHAUST TO POWER ON WHEN EITHER BATHROOM LIGHT IS ON USING DOUBLE POLE WALL SWITCH. APPROXIMATE LOCATION OF MOTION DETECTOR PER VS1 SHEET. TYP. O ROUTE EMERGENCY/EXIT FIXTURE PORTION OF CIRCUIT DIRECTLY TO CIRCUIT BREAKER, FIXTURE SHALL NOT BE SWITCHED BY LIGHTING CONTROL SYSTEM. SEE DETAIL 1/E1. TYPICAL. SEE N.E.C. 700.12(F). INSTALL AS HIGH AS POSSIBLE ON WALL. TYPICAL. O Norman E Goth_pFM ft&57809, CA Uc % 27905 < 0 Z_ V) 6THISEAL O z OwLn SHEETS BEARING Q AUTHENTICATED, RESPONSIBILITY FOR W ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. LL O z w In z 0 o U [ eC w ca cm C m W _Z V) ZM0 w W W W w Lu LLIt I=— 0 a ` 15 & p �` O F-=WN 4� o3�m o O ~ MCzj m r v CIA z 0 U 0 W ° D' 0_ w D_ O N z 0 N W W O 0_ Q D_ aM Z Q w 0 o 0 W J J W LL Q' O It J w It m J uj CL J J af a W H 0 0 w V � Q cm MTORW J w aZWN U > w� w Q 0 ul LL 0 in O 0 0 co 0 ¢ O 0 W i � N"o w LL O N N 13 7 W ED M I m� �mf uIz n�M U7 In if a 't q 3 z rout ai�3 w Ir < In z O Q Ct U Z U w ' a 0 z < z ul a_ 0 vi Z c� DRAWN BY: CHECKED BY: (n W JTH NEG I DATE: 10/06/14 0 0 REVISION: N U PROJECT NUMBER: >_ O ZRH � SHEET NUMBER O FLOOR BOX SHALL BE LISTED 4-PLEX OUTLET. SPECIFICALLY FOR "SURFACE ° a MOUNTED FLOOR" INSTALLATION d SEE PLAN & 1/E2 (RE: N.E.C, 314.27(C)). DOUBLE GANG °,: ° `d a FOR TYPE REQUIRED. GALVANIZED STEEL SURFACE MOUNTED BOX (RACO #192 OR EQUIVALENT) 4 WITH QUAD OUTLETS. PROVIDE WITH ° . �' °.. °. 4. GALVANIZED STEEL FACE PLATE. 4. d ° a° ' °a a.d ° a.. q e 4°. ° ,. e ° ° . d ee a d. TOP OF CONCRETE FLOOR a °. '.aq PVC CONDUIT STUBBED a.:a ° UP FROM BELOW FLOOR 4 4 DIMENSION LINE IS TO d _ ad ° SLAB. CENTER OF BOX. SEE ° FLOOR PLAN. ° SURFACE MOUNTED FLOORBOX N.T.S. TEMPORARILY DUCT TAPE TO CLOSE END OF 2" CONDUIT. 4L CEILING STRUCTURE v IN OFFICE. 2" CONDUIT TO�.Z PUNCH 2" K.O. IN TOP 6" ABOVE CEILING �01F 4" DEEP 12%12" BOX 4" DEEP 12"x12" PULL BOX WITH SCREW COVER FOR DATA. WIRING BY OTHERS. 2„ 2„ FACE BOXES TOWARD OFFICE, TYPICAL PUNCH (1) 2" K.O. & (2) 1 " K.O.'S IN BOTTOM OF 4" DEEP, co 12"x12" BOX. OFFICE WALL I 2" CONDUIT 1CONDUIT FLOOR ° d e..' ..e d ° 6 ° d ° _ e'-° e . ° ° z e ..° a. e e ° ° e a' ° ° ROUTE THIS CONDUIT TO THESE CONDUITS AND BOX ARE PHONE EQUIPMENT BOARD TO BE USED ONLY BY OWNERS VOICE & DATA WIRING. PVC IMC CONDUIT TO COUNTERS AS SHOWN ON PLAN CONDUIT STUB -UP AT OFFICE 4 N.T.S. E2 NOTE: THE ILLUSTRATED MOUNTING HEIGHTS ARE TYPICAL. SPECIAL HEIGHTS ARE NOTED AS FOLLOWS �CEILING , ABOVE COUNTER RECEPTACLE RECEPTACLES SWITCH 4"x4" BOX W/ RING COVER FOR SINGLE GANG FACE PLATE COUNTER FOR TELEPHONE OR DATA OUTLET. IT - TT- - -1 46" MAX. II I I II II I I II ®® COORDINATEII I 1 11 ®®- W/COUNTER11 I I 11 11 11 11 16" MIN. FINISHED FLOOR r7 77 7 1 F FLOOR BOX, 4-PLEX RECEPTACLE �/ OR PHONE DATA BOXI POWER/PHONE/DATA CONDUITS UNDER TYPICAL OUTLET MOUNTING HEIGHTS N.T.S. PHONE/DATA BOX. SEE DETAIL 5/E2, SIMILAR. TYPICAL. EACH BOX SHALL BE SECURELY ANCHORED WITH A MINIMUM OF (2) 3/16" x 1-1/2" "TAPCON" CONCRETE SCREWS 6' COUNTER �4_-pt MPM"_sCll \ PLP-12 PLP-7 5 -0II FIRE ALARM NOTE: IN THE EVENT A MONITORED FIRE ALARM SYSTEM IS REQUIRED BY THE AUTHORITY HAVING JURISDICTION, THE ALARM SYSTEM WILL BE CONTRACTED DIRECTLY BY THE ALARM SERVICES MANAGER, LEIGH SIDES, WITH THE O'REILLY AUTOMOTIVE CORPORATE OFFICE. THE GENERAL CONTRACTOR SHALL NOT PROCURE ANYONE TO INSTALL OR QUOTE THESE SYSTEMS UNLESS THEY HAVE BEEN ASKED TO DO SO BY LEIGH SIDES. PLEASE CONTACT LEIGH SIDES ® 417-829-5712 IF A SYSTEM IS NEEDED OR IF THERE ARE ANY QUESTIONS. TELEPHONE AND COMPUTER DATA SYSTEMS: A. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL TELEPHONE AND DATA CONDUITS. B. ELECTRICAL CONTRACTOR SHALL VACUUM OUT ALL CONDUITS TO REMOVE WATER. C. ELECTRICAL CONTRACTOR SHALL PROVIDE PULL -STRING IN EACH CONDUIT. D. OWNER SHALL PROVIDE AND INSTALL ALL TELEPHONE AND DATA WIRING. KEYNOTES: 0 1" CONDUIT FOR DATA WIRING BY OWNER. FIRST STUB UP OF CONDUIT MUST BE IN COUNTER FURTHEST AWAY FROM STOREFRONT. 0 ALTERNATOR TESTER, 120V. INSTALL (1) DUPLEX OUTLET ON ONE CIRCUIT, (2) SINGLE OUTLETS EACH ON THEIR OWN CIRCUIT WITH #10 WIRE, (1) QUADPLEX OUTLET ON ONE CIRCUIT & A COMPUTER DATA OUTLET BOX. SEE DETAIL 6/E2. 03 2" CONDUIT UNDERSLAB FOR OWNER INSTALLED PHONE SERVICE TO COUNTER. STUB CONDUIT UP INSIDE COUNTER FURTHEST AWAY FROM STOREFRONT. 04 3" CONDUIT UNDERSLAB (FOR PRINTER CABLE ONLY), FROM UNDER COUNTER TO PRINTER LOCATION (MAXIMUM 12" BELOW FINISHED FLOOR). O CUT 3" CONDUIT (FOR PRINTER CABLE) FLUSH WITH FLOOR. O FLOORBOX 4-PLEX ISOLATED GROUND RECEPTACLE. SEE DETAIL 5/E2. O7 STUB UP 1" CONDUITS (FOR PHONE/DATA) INTO PHONE/DATA BOX. TYPICAL OF ALL COUNTERS. SEE DETAIL 1 /E2. O FLOORBOX 4-PLEX RECEPTACLE. SEE DETAIL 5/E2. O FLOORBOX DUPLEX RECEPTACLE (FOR COKE MACHINE ONLY). SEE DETAIL 5/E2 SIM. 10 2" CONDUIT UNDERSLAB FOR OWNER INSTALLED PHONE SERVICE & DATA WIRING TO OFFICE #102. 1 1 1" EMPTY CONDUIT FOR FUTURE WIRING BY OWNER. STUB CONDUIT UP INSIDE COUNTER FURTHEST AWAY FROM STOREFRONT. 12 INSTALL JUNCTION BOXES FOR ENERGY MANAGEMENT SYSTEM DOOR POSITION SWITCHES AND WIRE TO CONTROLLING HVAC IN AREA OF BACK DOOR, PER EQUIPMENT SUPPLIER REQUIREMENTS. SEE SHEET vs 1. 13 INSTALL FLOOR BOXES 0 THIS LOCATION BESIDE EACH OTHER. 14 3/4" PVC. 15 PHONE/DATA BOX. SEE DETAIL 5/E2 SIMILAR. NOTE: ALL SWITCHGEAR (PANELBOARDS, TRANSFORMERS, AND DISCONNECTS) (EXCEPT FOR ROOFTOP UNITS) WILL BE SUPPLIED BY THE OWNER (O'REILLY). SWITCHGEAR SHALL BE DIRECT ORDERED AND OR RELEASED FROM THE ELECTRICAL EQUIPMENT DISTRIBUTOR LISTED ON SHEET E3. A WIRE TO INDICATED ROOF DEVICES WITH 20' OF WIRING "WHIP" (SHALL BE FLEX OR �Z-PURLIN TYPE MC CABLE). COIL AND "ZIP TIE" WIRING "WHIP" TO PURLINS AT ROOF STRUCTURE. (FOR FUTURE DROP BY ZIP TIE TO BE OWNER DOWN TO CUT BY OWNER INDICATED EQUIPMENT.) ®® AFTER FUTURE WHERE A LOCATION HAS qg CABINET & MULTIPLE DEVICES, SHELVING HAVE LOCATE ALL DEVICES I BEEN INSTALLED. NEXT TO EACH OTHER I AT ROOF STRUCTURE. _ 1 F -j OWNER TO SECURLY STRAP 1 FUTURE FLEX OR MC CABLE AND I I I SHELVING BOX TO SHELVING AND t-4 BY OWNER CABINET AS REQUIRED. FUTURE DROP 1 BY OWNERI FUTURE CABINET L- BY OWNERI lr FLOOR I I I WIRING WHIP FROM CEILING 2 N.T.S. E2 BOTTOM SHELF 4-PLEX OUTLET WITH AFTER COUNTERS HAVE BEEN ISOLATED GROUND. SEE SET, THEN CONTRACTOR DETAIL 5/E2. TYPICAL. SHALL CREATE OPEN HOLES ABOVE EACH OUTLET FOR EACH BOX SHALL BE ACCESS TO THE OUTLETS SECURELY ANCHORED WITH AND THE JUNCTION BOX. A MINIMUM OF (2) 3/16" x 1-1/2" "TAPCON" ^^ T^^ CONCRETE SCREWS PLP-32 PLP-13 VIA PANEL "E" COMPUTER 14A 20A/ 1 P DATA 20A/ 1 P 20A/ 1 P NETWORK SWITCHJ_ X PRINTER (2.5A) AUTO IN (14A) (14, BVA POSI 160 (2.0A) 20A/1P :) PLUG-IN SEQUENCE FOR "TESTER" EQUIPMENT 1 2" PVC SCHEDULE 40 CONDUIT FOR PHONE SERVICE. STUB UP CONDUIT 12" A.F.F. INSIDE BUILDING. TELEPHONE EQUIPMENT LOCATION. INSTALL 4'Wx8'Hx3/4" PLYWOOD 1'-0" A.F.F. SEE DETAIL 2/E2. PLP-27 PLP-15 VIA PANEL "E" POSITION E DEDICATED CIRCUIT FOR FUTURE USE. (LOCATE DUPLEX OUTLET 9'-6" A.F.F. TO BOTTOM WITHIN HUBBELL DEEP SINGLE GANG HINGED COVER #RW57350). RELIANCE OUTDOOR RECEPTACLE. WIRE TO PANEL "E." SEE SHEET E3. INSTALL HOFFMAN #ASE12X12X4 BOX 0 THIS LOCATION FOR-/ STORAGE OF GENERATOR CORD. BOTTOM SHELF - - - - - AFTER COUNTERS HAVE BEEN SET, THEN CONTRACTOR SHALL CREATE OPEN HOLES ABOVE EACH OUTLET FOR ACCESS TO THE OUTLETS AND THE JUNCTION BOX. T� rICOUNTER BY OWNER, TYPICALr^ PLP-30 PLP-1 1 _�w- PLP-26 8 �/-----PHONE DATA----- - -•PHONE DATA---- ----� -PHONE/DATA- - �-----j DATA1� 13 6 15------------ - 6 / 6 5 15 � 6 ��6 3 15 � 6 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------- FLOOR MOUNTED RECEPTACLES UNDER COUNTERS FRONT DOOR N.T.S. E2 x CRIMPER, 120V, L W/ 1 HP MOTOR. f PLP-18 eo0 ioi too DATA OUTLET 101 Rol toe ioi �,� BOX N.T.S. SEE SHEET SU1 FOR CONTINUATION VENSTAR SURVEYOR 4 SYSTEM LOCATION. E1 2 LATHE, 120V, W/ 1 HP MOTOR. INSTALL RECEPTACLES SHOWN & CIRCUIT W/ #10 WIRE. I 4"x4" BOXES SHALL BE HUNG ® 60" A.F.F. TO BOTTOM OF BOX. CONDUIT SHALL EXTEND MAX. OF 5' AIBOVE BOX. A 4"x4" DATA I- OUTLET BOX. T PLP-20 PLP-14 VIA PANEL E POSITION A 4"x4" DATA / r-- SEE DETAIL 4/E2. I OUTLET BOX. LCklECK L - - I I �., ��., I �,N� RI PLP-16 � 103 rHE IN L 1N_STALL1F; R Ir7 ` 6 " �FFICE B EAK MP-15,17 AIL-----� PLP-9 ----- PLP-8 ----- 1�R�PLP-22 - MP-5 rt - �Lp D ° 1PLP-1 MP-41I L_ II -97- P-19- 1 WATER PARTS AREA "C" MP-13 \ r - - - GFI BREAKER MP-1 1 COOLER, 2 \ 105 \ I uPoR \ I-- -- -- -- --� JMDP-6 RADIATORS ABOVE _ _ r B— RACK BULK RACK 2 TEST x4" DATA MP-1 \ A OUTLET BOX. CUTOFF SAW, 120V. INSTALL- - - - �L �9- -L - 1 - - I I I I I I RECEPTACLE SHOWN & PLP-5 HYD T CIRCUIT W/ #10 WIRE. _ T - - - - 1 MP-21 _ -MMp-3 , MP-?31 GRAVI FEED.O L RACK - - --LRACI�- -1U _ 6 (2) OUTLETS ON 11 I I I I I I PLP-41 EACH CIRCUIT. I1 RTIS I REA I B7 m\ I MDP-4 11 I J �.---1 -1 ��r✓ I- - - - I/ 1 II I I I 11 'Qj� SuPo UPO _ \ � I I UPO -� MP-13 I It L - - J - MDP-3- _ _ _ \ 6 j 7 MDP-5 -4 I MP-13 -- -- -- -- -- I- - PARTS AREA "A' I E2 i 1 I 1 r — I— r — — — — — — r — — I — — 1 L1111 III- I r- /-4 VIA LF = _ _ _ _ T = h I 1 10' EMERGENCY- _I 4 I - PANEL "E" - -- 4 - POSITION C- - - 7 I I I 5 l _ _ I I L I ILI' II 6, - - - - _OF PRINTER - 1 46 F- — -- — 1 " —�—� ——�—�— I—J 6 r--- _I$— — — — — Lill I- ( 0- N- - - INSTALL JUNCTION BOX FOR 110 VENSTAR SURVEYOR SYSTEM MP-41 6 - f DOOR POSITION SWITCH, I U 7 1 I PER EQUIPMENT SUPPLIER I 6" 9 REQUIREMENTS. I _ _ J �-10�� III I I I I I I I 8 VM I L L, L L I L J I J DIMENSION FROM _ _ DIMENSION FROM COLUMN LINE COLUMN LINE MOUNT RECEPTACLE IN CEILING FOR "OPEN" SIGN. CIRCUIT RECEPTACLE TO NEAREST LIGHTING CONTROL PANEL CONTROLLED LIGHTING CIRCUIT. "OPEN" SIGN CAN ALSO BE OPERATED BY INTEGRAL PULL CHAIN. SEE SHEET E1. POWER PLAN z SCALE: 1 /8" = 11-0" TRUE NORTH T 4 :❖:❖ ws i — riiy o.•a An r♦ INSTANTANEOUS HEATER, LOCATED BELOW LAVATORY. REFER TO DETAIL 1/P1. L DIMENSION FROM COLUMN LINE c� 0 Norman E. Goth, FL Lic # 57809, CA Lic { 27905 t, z = w LL O 5 dt✓ �.�d � � r ..�� ��a'3E1 3 U) w SHEETS BEARING IS SEAL ARE Q AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. LL_ O Z w V) z O iD U [•o � w a o� 3 o ID W ow Z U) Z�� N0�o=. X .o W (% N W w 11.WNW :E us Wa�m o •� HIWN D0cm 00 o wM �► �M�0214 m z 0 I— U ° W w w O HJ z Z 0 V) W O Q z z a.M V) 0 O (M 0 �-�O 1: W J J o Q JON w m J J j J a J Q = w_ MI— .. O� w w t0 wa Z M r W W aZtON > D' w Q 0 LL Z In o tD 0 M 0 O C 0 0 (10 N — I 4 N 0 W L O N N E9 W m I ILL �m� In z 0 1111 Fr a 3 z mrn aL 3 w rrrQ V) z 0 Q � U IL U w I V) 0 z Q U) 0 z Q 0 vi z c� DRAWN BY: CHECKED BY: w JTH NEG DATE: 10/06/14 0 0 N REVISION: _ 0 PROJECT NUMBER: W ZRH 0 SHEET NUMBER UO Norman E Goth, FL Uc / 57809, CA Uc / 27905 titk O0T Ck, �N NOTE: 1. PROVIDE AT ALL WATER HEATER LOCATIONS. 2. BONDING AT WATER HEATER IS IN ADDITION TO BONDING COLD WATER PIPE AT ELECTRICAL SERVICE ENTRANCE. BOND METALLIC COLD AND HOT WATER PIPING AT INSTANTANEOUS WATER HEATER W/GREEN INSULATED CONDUCTOR CLAMP GREEN INSULATED BONDING JUMPER TO METALLIC PIPE, TYPICAL DIELECTRIC UNIONS WATER HEATER METALLIC WATER PIPE BONDING N.T.S. #6 AWG. CU. BONDING JUMPER TO NEAREST METALIC GAS PIPING PER NEC SECTION 250,104. E.C. SHALL VERIFY THAT GAS SUPPLIER'S EQUIPMENT PROVIDES ELECTRICAL ISOLATION BETWEEN BONDED AND UNDERGROUND SEGMENTS OF METAL GAS PIPING. HORIZONTAL REBAR OR TIE WIRES REBAR TYPICAL - EXTERIOR CONCRETE FOOTI N G #1/0 AWG COPPER BUILDING ST CONCRETE SLAB #6 AWG. CU. BONDING JUMPER TO NEAREST METALLIC GAS PIPING. f#1/0 AWG COPPER TO NEAREST IMETALLIC COLD WATER PIPE GROUNDING ELECTRODE ___dCONDUCTCR #1/0 EXOTHERMIC WELD OR TERMINATE ALL CONDUCTORS AT PANELBOARD GRD. BAR LOCATE NEAR MAIN PANEL �- 3/4" PVC PIPE SLEEVE a NOTE: ELECTRICAL DETAIL IS FOR CONCEPT. ACTUAL FOOTING TYPE MAY VARY. BOND ONE REBAR IN THE FOOTING AND ONE REBAR IN THE SLAB WITH #2/0 AWG COPPER TO THE GROUNDING ELECTRODE. THE REST OF THE REBARS IN THE FOOTING AND SLAB ARE PERMITTED (PER NEC 250.52(A)3) TO BE BONDED TOGETHER BY THE USUAL METALLIC TIE WIRES GROUNDING ELECTRODE. THIRTY FEET OF #2/0 BARE COPPER CONDUCTOR. NOTE: GROUNDING ELECTRODE TEST MEASURE AND RECORD GROUND RESISTANCE FROM SYSTEM NEUTRAL CONNECTION AT SERVICE ENTRANCE TO CONVENIENT GROUND REFERENCE POINT USING SUITABLE GROUND TESTING EQUIPMENT. MAXIMUM ACCEPTABLE RESISTANCE: 25 OHMS. WHEN RESISTANCE EXCEEDS 25 OHMS; DRIVE AND BOND (#6 COPPER MINIMUM) ANOTHER GROUND ROD, ONE GROUND ROD LENGTH AWAY (MINIMUM 6'-0") AND REPEAT TEST. GROUNDING ELECTRODE & BONDING JUMPER(S) DETAIL N.T.S. NOTE: 1. BOND ALL NONCURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED. PER NEC 250-92. 2. THE GROUNDED NEUTRAL CONDUCTOR SHALL BE RUN TO AND BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE WITH NEC 250-24c. 3. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE WITH NEC 250-96. SERVICE EQUIPMENT GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH NEC 250-66 NEC 250-24 NEC 250-92 NEC 250-28 NEC 250-53 NEC 250-130 NEC 250-90 BONDING REQUIREMENTS N.T.S. NEUTRAL TERMINAL BLOCK CONDUCTOR TO GROUND METAL BOX ISOLATED GROUND RECEPTACLE U 0 0 INSULATED EQUIPMENT GROUNDING CONDUCTOR EQUIPMENT GROUND BAR INSULATED EQUIPMENT GROUND BAR ISOLATED GROUND PANEL JCH PANEL SHOWN, SERVICE PANEL SIMILAR) INSULATED EQUIPMENT GROUNDING CONDUCTOR TO FEEDING PANEL'S EQUIPMENT GROUND BAR TYPICAL ISOLATED GROUND RECEPTACLE N.T.S. ALL SWITCHGEAR (PANELBOARDS, TRANSFORMERS, AND ATTN: SANDI YOUNG - DIRECT LINE: 1 (314) 573-2082 DISCONNECTS) WILL BE SUPPLIED BY THE OWNER (O'REILLY). GRAYBAR ELECTRIC CO. INC. OR SAM CAST - DIRECT LINE: 1 (314) 573-2081 SWITCHGEAR SHALL BE DIRECT ORDERED AND OR RELEASED 11885 LACKLAND ROAD sandra.youna®graybar.com ST. LOUIS, M0. 63146 or samuel.castOgraybor.com FROM THE LISTED ELECTRICAL EQUIPMENT DISTRIBUTOR: TOLL FREE = 1-800-289-5254 TOLL FREE FAX = 1-888-280-0128 PANELBOARD SCHEDULE - MDP AMPS: 600 MAIN BREAKER INCLUDE: VOLTAGE: 120/ 208 NEMA 3R COVER PHASE: 3 PHASE EQUIPMENT GROUND BAR TYPE: SQUARE-D, HCN +MUST BE TYPE "HACR" BREAKER KAIC: 1 OK-35K CKT BKR. SIZE WIRE SIZE LOAD LOAD DESCRIPTION 1 225A/3P SEE RISER 52.65 PANEL MP & PLP 2 0 SPACE 3 +70A/3P #8s 28.4 RTU-1 (7.8 KW) 4 +60A/3P #10s 24.9 RTU-2 (7.9 KW) 5 +70A/3P #8s 28.4 RTU-3 (7.8 KW) 6 +60A/3P #10s 24.9 RTU-4 (7.9 KW) TOTAL LOAD= 159.25 TOTAL AMPS = 442.05 ELECTRICAL SYMBOL LEGEND & ABBREVIATIONS $ SINGLE POLE SWITCH $2 TWO POLE SWITCH $3 THREE-WAY SWITCH $MP MOTOR STARTING SWITCH WITH PILOT LIGHT $x CLASS 1, DIVISION 1 HAZARDOUS LOCATION RATED SWITCH ASSEMBLY $Pw WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW-100" $Pw2 WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW-200" SINGLE RECEPTACLE DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE (ORANGE IN COLOR) 1 E3 4k 4 QUADPLEX RECEPTACLE (TWO DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER A SINGLE COVERPLATE) EXISTING UNPOWERED DUPLEX RECEPTACLE R ISOLATED GROUND QUADPLEX RECEPTACLE (TWO ISO. GIRD. DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER A SINGLE RED IN COLOR COVERPLATE) A( ABOVE COUNTER GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE W! WEATHER PROOF GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE TELEPHONE OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. J❑ JUNCTION BOX CPC REMOTE PHOTO CONTROL p COMPUTER DATA OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. ® 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. ® 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. MR 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. OUTLET COVER SHALL BE RED IN COLOR. ® 2" x 4" RECTANGULAR STEEL BOX MOUNTED FLUSH ON FLOOR W/DUPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. ® NEMA L5-3OR - SPECIAL RECEPTACLE 4 MOTOR i XX/XX FUSED DISCONNECT (SAFETY) SWITCH W/ SWITCH AMPACITY / FUSE AMPACITY AS INDICATED. IJ NON -FUSED DISCONNECT (SAFETY) SWITCH POWER OR LIGHTING PANEL W/PANEL DESIGNATION SHOWN ON PLAN (SIZES & MOUNTING INDICATED ON PLANS) Xf& WALL/CEILING MOUNTED COMBINATION "EXIT/EMERGENCY" SIGN W/SHADING INDICATING FACES. EK EMERGENCY LIGHTING FIXTURE WITH BATTERY NL 24 HOUR LIGHT, WIRE AHEAD OF ANY LOCAL SWITCHES. FEEDING PANEL AND CIRCUIT NUMBER(S) NOTE: EQUIPMENT GROUND CONDUCTOR NOT SHOWN PLP-11,13 CIRCUIT CONDUCTORS GROUNDED CIRCUIT CONDUCTOR (OR NEUTRAL) AC LOCATED ABOVE COUNTER RTU PACKAGED ROOFTOP UNIT RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR TS TIME SWITCH BCU BLOWER COIL UNIT IMC INTERMEDIATE METALLIC TUBING W WALL OUTLET (46" AFF SEE CDU CONDENSING UNIT LC LIGHTING CONTACTOR MOUNTING HEIGHTS) EF EXHAUST FAN IM MOTOR STARTING IWP WEATHERPROOF (ENCLOSURE) EFU ELECTRIC FURNACE R RED IN COLOR COVERPLATE X EXPLOSION PROOF ASSEMBLY FURN GAS FURNACE MP MOTOR STARTING W/PILOT LIGHT GFI GRD./FAULT CIRCUIT INTERRUPT AHU AIR HANDLER NIL NIGHT LIGHT EMT ELECTRICAL METALLIC TUBING HP HEAT PUMP UNIT PEC PHOTOELECTRIC CONTROL CM CEILING MOUNTED RGS RIGID GALVANIZED STEEL ELECTRIC SERVICE RESPONSIBILITIES SEE SITE PLAN FOR UTILITY COMPANY CONTACT. ITEM N0. DESCRIPTION IF APPLICABLE ( ) FURNISHED BY INSTALLED BY UTILITY CO. CONTRACTOR UTILITY CO. CONTRACTOR 1 SERVICE LATERAL X X 2 SERVICE LATERAL RACEWAY X X ER TER BASE MET X X 4 METER X X 5 CT CABINET X X 6 OH SERVICE RISER ® BUILDING 7 SERVICE DROP POLE 8 SERVICE RISER ® POLE X X 9 TRANSFORMER PAD PAD MOUNT TRANSFORMER MP PANELBOARD SCHEDULE MAINS:225A MAIN LUGS ONLY VOLTAGE:208 ACCESSORIES: TYPE: SQUARE D, NQOD PHASE: 30,4W 1. EQUIPMENT GROUND BAR 4. **,'SQ. D' Q02PAF MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR CKT. #15 & 17 SCCR:10K AIC SPACE(S):42 3. *** GFI BREAKER (#11) SUB -FEED LUGS CKT CKT BRK WIRE LOAD DESCRIPTION (KVA) A(KVA) B(KVA) C(KVA) (KVA) LOAD DESCRIPTION WIRE CKT BRK CKT 1 20A/lP #10s CUTOFF SAW 1.73 1.73 0 SPACE 2 3 20A/1 P #10s .STARTER/ALT. TESTER 1.64 1.64 0 SPACE 4 5 201 #10s LATHE 1.70 1.70 0 SPACE 6 7 201 #12s LIGHTING 1.63 1.63 0 SPACE 8 9 201 #12s LIGHTING 1.63 1.63 0 SPACE 10 11 ***20A/1 P #12s WATER COOLER RECEPT. 0.54 0.54 0 SPACE 12 13 201 #12s RTU RECEPTACLES 0.54 0.54 0 SPACE 14 15 **501 #8s INST. WATER HEATER 4.75 4.75 0 SPACE 16 17 4.75 4.75 0 SPACE 18 19 201 #12s EXHAUST FAN 0.25 0.25 0 SPACE 20 21 20A/1 P #10s STARTER/ALT. TESTER 1.68 1.68 0 SPACE 22 23 20A/1 P #10s STARTER/ALT. TESTER 1.68 1.68 0 SPACE 24 25 20A/1 P #12s LIGHTING 1.02 1.02 0 SPACE 26 27 SPACE 0 0.00 0 SPACE 28 29 SPACE 0 0.00 0 SPACE 30 31 SPACE 0 0.00 0 SPACE 32 33 20A/1 P #12s BUILDING LIGHTING 0.03 0.03 0 SPACE 34 35 15A/3P #12s SURVEYOR VEN POWER POWER MONITOR 0.03 0.03 0 SPACE 36 37 0.03 0.03 0 SPACE 38 39 0.03 1.78 1.75 COKE MACHINE (ONLY) #12s 20A/1P 40 41 1 15A/1 P #12s DATA CONCENTRATOR RECEPT. 0.60 2.37 1.77 CRIMPER #12s 20A/1 P 42 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 5.20 11.51 1 11.07 27.78 77.11 © • • -1111111115111 , 111MINIMERWA PLP PANELBOARD SCHEDULE MAINS:225A MAIN LUGS ONLY VOLTAGE:208 ACCESSORIES: NOTES: TYPE: SQUARE D, NQOD PHASE: 30,4W 1. EQUIPMENT GROUND BAR . MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR SCCR: 10K AIC SPACE(S): 42 3. *'SQ. D' #QO1 PA - w/ LOCKABLE CLIPS CKT CKT BRK WIRE LOAD DESCRIPTION (KVA) A(KVA) B(KVA) C(KVA) (KVA) LOAD DESCRIPTION WIRE CKT BRK CKT 1 20A/1 P #12s SECURITY 0.50 1.62 1.12 LIGHTING #12s 20A/1 P 2 3 20A/1 P #12s LIGHTING 0.15 1.09 0.94 LIGHTING #12s 201 4 5 201 #12s RECEPTACLES 0.36 1.06 0.70 LIGHTING #12s 201 6 7 201 #12s ISOLATED GRID. RECEPTS. 0.36 1.08 0.72 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 8 9 20A/1 P #12s CHECK IN RECEPT. (I.G.) 0.50 1.22 0.72 t LIGHTING #12s 201 10 11 20A/1 P #12s ISOLATED GRID. RECEPTS. 0.36 0.72 0.36 ISOLATED GIRD. RECEPTS. #12s 201 12 #12s SOLATED GRD. RECEPTS. 0.36 0.72 0.36 ISOLATED GRD. RECEPTS. #12s 20A 1 P 14 r20A/ #12s PHONE EQUIP. RECEPTS. 0.72 3.72 3.00 BATTERY BACKUP (I.G.) #10s 30A/1 P 16 #12s RECEPTACLES 0.36 1.26 0.90 RECEPTACLES #12s 201 P 18 19 20A/lP #12s BREAK AREA RECEPTS. 0.36 1.44 1.08 RECEPTACLES #12s 20A/lP 20 21 201 #12s LIGHTING 1.00 1.36 0.36 BREAK AREA RECEPTS. #12s 20A/1 P 22 23 20A/1 P 12s LIGHTING 0.75 1.25 0.5 PRINTER RECEPTACLE #12s 20A 1 P 24 25 20A/1 P #12s LIGHTING 0.20 0.56 0.36 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 26 27 20A/1 P #12s LAWN SPRINKLER CTRL. 1.00 2.63 1.63 LIGHTING #12s 20A/1 P 28 29 20A/1 P #12s SITE SIGN 1.30 1.66 0.36 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 30 31 20A/1 P #12s SITE SIGN 1.30 1.66 0.36 ISOLATED GIRD. RECEPTS. #12s 20A/1 P 32 33 *20A/1 P #12s LED BUILDING SIGN 0.52 0.52 0 SPACE 34 35 20A/lP #12s SITE LIGHTING 0.47 0.47 0 SPACE 36 37 20A/1 P #12s SITE LIGHTING 0.47 0.47 0 SPACE 38 39 201 #10s BATTERY RACK RECEPT. 0.18 0.18 0 . SPACE 40 41 20A/1 P #10s BATTERY RACK RECEPT. 0.18 0.18 0 SPACE 42 TOTAL PHASE A (KVA) P2LALLPHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 7.55 10.72 1 6.60 24.87 69.03 NOTE: ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR ROUTED WITH THE CIRCUIT CONDUCTORS. THIS MEANS ALL CONDUITS MUST HAVE A GREEN WIRE INSTALLED IN THEM AND SIZED IN ACCORDANCE WITH TABLE 250.122 OF THE N.E.C. CROSS -HATCH REPRESENTS CIRCUITS ® THAT ARE ASSOCIATED WITH OPTIONAL STANDBY GENERATOR CONTROL. GENERAL ELECTRICAL NOTES 1. DRAWINGS ARE DIAGRAMMATIC & ARE NOT TO BE SCALED. SEE THE ARCHITECTURAL PLANS & FIELD VERIFY 12. ALL DEVICES SHALL BE IVORY & SHALL BE EQUAL TO THE FOLLOWING: CONDITIONS FOR DIMENSIONS. SINGLE POLE SWITCHES -- 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE EDITION OF NFPA 70-NATIONAL ELECTRIC CODE (NEC) AS THREE-WAY SWITCHES -- NOTED ON THE COVER SHEET. DUPLEX RECEPTACLE -- (SPEC 26 27 26) 3. ALL WIRING SHALL BE IN CONDUIT, EXCEPT THAT MC -CABLE MAY BE SUBSTITUTED ONLY AS FOLLOWS: GFCI DUPLEX RECEPTACLE ISO. GIRD. RECEPTACLES -- A. MC -CABLE (MAXIMUM CABLE LENGTH OF 10'-0") MAY BE INSTALLED ONLY FOR BRANCH CIRCUIT WIRING TO LIGHT FIXTURES IN LAY -IN GRID CEILINGS. 13. USE DEVICE PLATES MANUFACTURED BY THE DEVICE MANUFACTURER. (SPEC 26 27 26) B. MC -CABLE (MAXIMUM CABLE LENGTHS SHOWN ON DETAIL 1 /E2) SHALL BE INSTALLED INSIDE OF THE 14. FEEDER & BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER, STRANDED, 600V THHN/THWN INSULATION. FRONT CHECKOUT COUNTERS. EXCEPTION: WIRE SIZES #10 AWG & SMALLER SHALL BE SOLID. (SPEC 26 05 19) 4. FEEDER CONDUIT SHALL BE IMC OR RGS ABOVE GRADE & PVC BELOW GRADES WITH IMC OR RGS ELL & 15. CONTRACTOR SHALL PROVIDE A TYPED CIRCUIT DIRECTORY FOR ALL PANELS. (SPEC 26 05 53) RISERS. INTERIOR BRANCH CIRCUIT CONDUIT SHALL BE ELECTRICAL METALLIC TUBING. EXTERIOR BRANCH 16. CONTRACTOR SHALL PROVIDE A ONE(1) YEAR WARRANTY ON ALL WORK PERFORMED. CIRCUIT CONDUIT SHALL BE PVC BELOW GRADE WITH IMC OR RIGID GALVANIZED STEEL CONDUIT CONTINUING 17. CONTRACTOR SHALL PROVIDE NEW WORKING LAMPS IN ALL LIGHT FIXTURES AT JOB COMPLETION. ABOVE GRADE. (SPEC 26 05 33) 18. CONTRACTOR SHALL COORDINATE WITH & SHALL INCLUDE ALL FEES FOR THE SERVING "ELECTRIC UTILITY CO." 5. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATION DOES NOT MEAN "I WAS TO PROVIDE ELECTRIC SERVICE AS SHOWN. CONTRACTOR SHALL ALSO INCLUDE ALL FEES FOR THE "SERVING HERE FIRST." PHONE COMPANY" TO INSTALL NO LESS THAN 10 PAIR CABLE TO BUILDING. 6. ALL WIRING IN FINISHED SPACES SHALL BE CONCEALED, UNLESS NOTED OTHERWISE. 19. CONTRACTOR SHALL ARRANGE FOR &INCLUDE ALL PERMITS & FEES FOR HIS SCOPE OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING A COMPLETE &FUNCTIONAL SYSTEM IN 20. CONTROL WIRING BY HVAC CONTRACTOR. FINAL CONNECTIONS BY HVAC CONTRACTOR. SEE SHEET M1. ACCORDANCE WITH THE INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT THEREOF IS SPECIFICALLY 21. APPROVED MANUFACTURERS: CALLED OUT. A. PANELBOARDS & SAFTEY B. DEVICES: C. FLOOR BOXES: 8. COORDINATE ALL EQUIPMENT ROUGH -IN CONNECTION REQUIEMENTS. SWITCHES (DISCONNECTS) 9. ALL OUTLET BOXES SHALL BE METALLIC. (SPEC 26 05 34) -- 'SQUARE D' -- 'HUBBELL' -- 'STEEL CITY' L CITY' 10. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE ELASTOMERIC POLYURETHANE (NO EXCEPTIONS), EQUAL -- 'STEEL -- 'SQU -- 'HUBB TO "VULKEM" 116. ANY CONTRACTOR WHO USES SILICONE OR ANY OTHER CAULKING WILL BE REQUIRED TO -- 'SEGMENS' -- 'PASS & SEYMOUR' -- 'HUBBELL' REMOVE & REPLACE WITH ELASTOMERIC POLYURETHANE. - 'CUTLER -HAMMER' 11. RECEPTACLES INSTALLED IN RESTROOMS SHALL BE GFCI TYPE OR SHALL BE PROTECTED BY A GFI DEVICE. (SPEC 26 24 00) (SPEC 26 27 26) (SPEC 26 05 34) 22. MULTIWIRE BRANCH CIRCUITS WITH A "SHARED NEUTRAL" ARE NOT ALLOWED FOR SINGLE PHASE CIRCUITS. 3P/600A SAFETY SWITCH, SQ.D. I -LINE, HCN, NEMA 3R, 208V, 30. COVER MUST HAVE LOCKING OPTION. ELECTRICAL CONTRACTOR TO PROVIDE NEW LOCK WITH TWO SETS OF KEYS FOR OUTSIDE PANEL. 2" CONDUIT WITH 4 - #4/0, 1 - #4 GROUND AND 1 - #4 ISOLATED GROUND ALL OPTIONAL STANDBY CIRCUITS SHALL ORIGINATE IN PANEL "PLP" AND BE ROUTED THROUGH TRANSFER SWITCH "E". TERMINATIONS IN TRANSFER SWITCH "E" SHALL BE MADE ACCORDING TO "MDP "TRANSFER SWITCH SCHEDULE" FOR PANEL "E". 120/208V:':::: CONTRACTOR T CO 0 PROVIDE AND VI 0 D INSTALL ALL LABELING FOR SWITCHES.:;:;4lIY;, 5K .0 0 RELIANCE NON -AUTOMATIC I N (MANUAL) MATIC TRANSFER SWITCH WITH CAPACITY FOR SIX(6) SINGLE POLE CIRCUITS. DO NOT EXCEED 60" MOUNTING HEIGHT FROM F.F.E. 3/4" CONDUIT WITH THREE #10 THHN AND #10 GROUND FLOOR RELIANCE OUTDOOR RECEPTACLE. SEE VFRATnR IS FOR NFC ARTICI F SHEET E2 FOR LOCATION �// ►e METER SOCKET, INSTALL BETWEEN " 5'-6" & 6'- 6 i-6 EMPTY 1 NOTE: 1. SEE SITE UTILITIES PLAN FOR METER & TRANSFORMER POLE OR PAD MOUNT LOCATIONS. 2. BOND ALL NON -CURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED PER NEC 250-92. 3. ALL ELECTRIC SERVICE EQUIPMENT, PANEL BOARDS, CIRCUIT BREAKERS & FUSED SWITCHES SHALL HAVE A MINIMUM 10K AIC INTERRUPTING RATING, IN ACCORDANCE W/ NEC 1 10-9. 4. THE GROUNDED NEUTRAL CONDUCTOR SHALL BE RUN TO & BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE W/ NEC 250-24. 5. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE W/ NEC 250-96. 6. ALL ABOVE GRAD FEEDER CONDUIT SHALL BE IMC. CONDUIT CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWING: *(2) 3" PVC, SCH. 40 CONDUIT FROM ELBOW TO ELBOW *(2) SETS OF 3" RGS ELBOWS(36" RADIUS) *(2) 3" RGS RISERS ABOVE GRADE ® METER & 10' AFG 0 POLE *PROVIDE PULL WIRE INSIDE CONDUIT CONTRACTOR SHALL COORDINATE CONNECTION W/SERVING BUILDING WALL --J ELECTRIC UTILITY #2/0 AWG COPPER GROUNDING ELECTRODE L2 RGS ELBOW 1 2 CONDUCTOR TO ELECTRODE SETS OF 3" CONDUIT EACH WITH 4 - 350 MCM ELECTRIC SERVICE DIAGRAM C600AMP/3-PHASES GROUNDING ELECTRODE E3 N.T.S. FINISH GRADE RGS ELBOW r T�: SHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED. 9 �W _Z Z 0 y0n= o 0 IL uj J �y (,� LLWyW 1. F- 0 Q h ao _ uj H=WN 0 0 Z CD 01 co M h 10 a. r ci N N :T W O N W J w Q z 0 V) v) w LL O d z 0 v) w 0 w _ I- LL 0 z w V) z O U z w 0 w vI V) w w x w w 2 15- 0 _ 0 w t m _ O x w z O H U D 0 O x w W H ' J Q z O Q N w v) W w w O Q � MV`z � 0 O Qy 1i w O 0 w J Q J � -j LL � LL 0 �0C (� J m J a- WJ= J Of w CC < _ H V 0 C� V w W co Q W 7cq 0ni a o z aZcON r W W W U > 0 0' Ill U) Q 0 p p 0 L O Ill w0 Ill. 0 1U NI N 0 v) I - 4 w O 3 w N N 0 m p I m� Iz w tn4 in Z � � Ul Of (f) Ill 0. 3 Z mtn a� 3 w Q v) z 0 n Z Q U LL U r w , ill a S. W z U) O rnz 3 Q 0 vi z _O DRAWN BY: CHECKED BY: v) w JTH N EG I DATE: 10/06/14 0 O REVISION: N I- O PROJECT NUMBER: >_ w ZRH 0 SHEET NUMBER O 8 7 6 5 4 3 2 1 POWER MAIN ELECTRICAL BREAKER PANEL EQUIPMENT CONTROL PAC (ECP) REMOTE SENSOR THERMOSTAT TERMINAL USE FIELD SUPPLIED NORMALLY CLOSED SUPPLY MOUNTED INSIDE HVAC SYSTEM IN CONDITIONED GROUPED IN MANAGER AREA MAGNETIC SWITCH. WHEN THERE ARE CT WIRING O AREA TWO FRONT DOORS, CONNECT SWITCHES ® MATCH 0 o IN SERIES SO CIRCUIT WILL OPEN WHEN � v ORDER TO O m EITHER DOOR OPENS. VOLTAGE � SURVEYOR D SPLIT CT LEADS @ @ ® O SCIM400D01 DD L::n= 6 ���F�. F�-� / — ® O SPLIT CT SPLIT CT 01 0 0 711 PHASE VOLTAGE 0 0 CONNECT 5 EQUIPMENT O O O LEADS o ECP POWER 8� HEALTH AND 1 REMOTE SURVEYOR HVAC CONTROL MATCH CT O WIRING SENSOR RS-485 ORDER COMM DOOR SURVEYOR SURVEYOR THERMOSTAT COMMUNICATION SINGLE CHANNEL POWER MONITOR FRONT RS-485 COMM AND POWER WIRING cow SWITCH _ �' 0 NOTE: OUTSIDE TEMPERATURE SENSOR CONNECTED TO ONE ECP ONLY PER LOCATION. FACE NORTH WHEN POSSIBLE. ® MAGNET O 0 0 Fs- Fs— A O 0 0 B CHANNEL, o CTaoA ,: CT,a0A 2: Cr xa a: CCTT T SW 4- CT HVAC CONTROLS FRONT DOOR O 0 0 O sR„IW C C 6: CT,EOW 7: CT 300M Q ROO 110M Q ROO =010 0 0 0 0 CONNECT TO CK1 AND CK2 OF ECP400-3 o: w rCNVER CH, LOAD ADDR CONTROLLING HVAC IN AREA OF BACK DOORS 0 0 0 ;OLD O 0 0 O O ; O GROUND LOADING DOOR REAR MAN DOOR NOTE: SINGLE PHASE SERVICE EXCLUDES THE'C' PHASE CT AND VOLTAGE LEAD. SURVEYOR SEE THE POWER MONITOR INSTALLATION INSTRUCTIONS FOR INFORMATION. RS-485 COMM SWITCH SWITCH ® MAGNET 101 MAGNET POWER MONITORING SECURITY INTERFACE #' O O NORMALLY CLOSED MAGNETIC SWITCHES WIRED IN SERIES SURVEYOR EMS COMPONENTS PART DESCRIPTION QTY DC400-E2 DATA CONCENTRATOR 1 ECP400-R1 EQUIPMENT CONTROL PAC 1 PER HVAC SP400 EQUIPMENT SENSOR PACK 1 PER HVAC CT414 COMMUNICATING THERMOSTAT 1 PER HVAC RS410 WALL MOUNT REMOTE SENSOR 1 PER HVAC LCP401 LIGHTING CONTROL PANEL 1 MD400 ADDITIONAL MOTION DETECTOR AS NEEDED PM401 SINGLE CHANNEL POWER MONITOR 1 SCT600-200 600A SPLIT CT, 2" OPENING 3 SCIM400D SINGLE CHANNEL INPUT MODULE 1 OTS400 OUTDOOR TEMPERATURE SENSOR 1 WIRE RUN TO ALARM OPENING EITHER DOOR OPENS THE CIRCUIT. PANEL. LEAVE WIRE COILED ABOVE. DO GENERAL NOTES NOT CONNECT.�.� - � REAR DOORS 1. SURVEYOR ENERGY MANAGEMENT SYSTEM HARDWARE IS SUPPLIED BY O'REILLY AUTO PARTS. B 2. DRAWING FOR GENERAL INFORMATION ONLY. B EXTERIOR PHOTOCELL DATA CONCENTRATOR 3. LOCAL BUILDING CODES TAKE PRECEDENCE OVER THIS DOCUMENT. MOUNTED ON HVAC MOTION DETECTORS 4. NOT ALL WIRING IS SHOWN ON THIS DRAWING. FOR CLARITY, ONLY ONE EXAMPLE OF EACH TYPE OF DEVICE IS SHOWN. 1 OR MORE AS NEEDED SURVEYOR (TYPICALLY 2 REQUIRED) O o 0 5. REFER TO "O'REILLY INSTALLATION DETAIL" DRAWING AND THE SURVEYOR INSTALLATION INSTRUCTIONS RS-485 COMM 0 0 0 FOR EACH COMPONENT FOR DETAILED WIRING AND ADDITIONAL CRITICAL INFORMATION. PUSH BUTTON A A 0 0 6. CAUTION! INSTALLATION REQUIRES THE REMOVAL OF SAFETY COVERS AND EXPOSE THE INSTALLER ONLY USED WHEN TO HIGH VOLTAGE AND ELECTRICAL HAZARDS. USE OF A LICENSED ELECTRICIAN IS REQUIRED. FOLLOW SURVEYOR ALL APPROPRIATE SAFETY PRECAUTIONS. ADDITIONAL SAFETY INFORMATION IS IN THE SURVEYOR REQUIRED BY LIGHTING CONTROL INSTALLATION MANUALS. LOCAL CODE LIGHTING CONTROL BOARD CO 0 (0SURVEYOR 7. IT IS THE CONTRACTORS OPTION TO CONTACT ONE OF THE FOLLOWING FOR INSTALLATION OF THE MAY BE TEMPORARILY Press to turn on the VENSTAR SURVEYOR SYSTEM (MATERIALS PROVIDED BY O'REILLY AUTOMOTIVE STORES INC.): INSTALLED FOR USE store's lights when A. JAMES STOVER - STOVER ELECTRIC - JAMES@STOVERELECTRIC.COM - (805) 581-0740 opening. Press again B. SIMON ZUBRAS - ZUBRAS ELECTRIC - SIMON@ZUBRASELECTRIC.COM - (214) 319-6900 DURING CONSTRUCTION to turn off the lights 0 ° e T C. ENIS PACAVAR - SYLVANIA LIGHTING SERVICES - ENIS.PACAVAR@SYLVANIA.COM - (978) 395-1807 at the store's dosing. f i DATA CONCENTRATOR FOR SURVEYOR EMS TECHNICAL LOGIC WHEN PUSHBUTTON IS USED: POWER SUPPLY SURVEYOR RS-485 COMM SUPPORT AND SYSTEM V E N STAR I N C . A COMMISSIONING, PLEASE CONTACT: A CONNECT TO ALL DEVICES TITLE OPEN - SALES AND WORK LIGHTS STAY ON REGARDLESS HOME -RUN WHEN POSSIBLE OF MOTION. SIGN AND SITE LIGHTS TURN ON AS SURVEYOR TECHNICAL SUPPORT SURVEYOR NECESSARY BASED ON OUTSIDE LIGHT LEVEL. OA-IL (818) 812-9812 MON-FRI 6:00 AM - 5:00 PM PACIFIC CLOSED - WORK LIGHTS COME ON WITH MOTION. SITE CAT-5 ETHERNET surveyorsupport@venstar.com O'REILLY INSTALLATION OVERVIEW LIGHTS COME ON WITH MOTION IF IT IS ALSO DARK CABLE CONNECTED OUTSIDE. SALES AND SIGN LIGHTS REMAIN OFF, UNLESS TO NETWORK ROUTER. E REVISED REFERENCE DETAIL DWG CG -3 TURNED ON WITH THE OVERRIDE TWIST TIMERS. D ADDED CONTRACTOR TRACTOR CONTACTS WB 827-127-13 C REMOVED CONTRACTOR CONTACTS WB 8-7-13 SIZE DATE DWG NO I REV B RENUMBER NOTES, REMOVE LOGOS CG 7-26-13 D 4-30-13 S 13-001 I E LIGHTING CONTROL DATA CONCENTRATOR A ADDED CONTACT NOTES CG 1 7-11-13 SCALE NONE 5F�'" C. GODWIN SHEET 1 OF 1 8 7 6 5 4 1 3 2 1 1 Nortncn E Goth. FL Lic / 57809. CA Lic if 27905 AN a O Y. V) Ld LL O �j•- �JJI19 f—^ Ld w SHEETS BEARING IS EAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. H- LL O z w z O C U a z w N o mw Z U) zoo Of W Vi o IL x w o W LLWyW i It ~ w o wa J0 =w I in W in 00 ao w m h m o O 0 %wo a_ 4 ED o%0 C) to m C G U W N I LL N ; 0 W O N N D '7 W CO m I coa) In19 ��m M IL 3 m to EL L 3 i DRAWN BY: CHECKED BY: JTH N EG DATE: 10/06/14 REVISION: PROJECT NUMBER: ZRH SHEET NUMBER z O 1= U O 11 w IY J a z O W 0 LL, LL O z In w 0 w I— LL O Of w a- O af 0- w w a 0 z a w U_ af w U) LL_ O Ln I_ z w Of F U) z w a W z O a U LL U w a W 0 z a W 0 z Q Of 0 0 VS1 Norman E. Goth. FL Lic / 578G9. CA Lic / 21905 8 7 6 5 4 3 2 1 EQUIPMENT CONTROL PAC (ECP) WHEN EQUIPPED, CONNECT 0-12VDC MODULATING ECONOMIZER DAMPER MOTOR AS SHOWN. MOUNT THE OUTDOOR SENSOR (ODS400) ON A NORTH FACING, VERTICAL SURFACE, NEAR EQUIPMENT CONTROL PAC (ECP) MOUNTED INSIDE HVAC UNIT HVAC UNITS WITH SURVEYOR FACTORY INSTALLED MAY HAVE THIS WIRING PRE -CONNECTED, THE TOP OF ONE HVAC UNIT PER STORE. ASSURE THE SENSOR IS NOT LOCATED WHERE DEPENDING ON THE ECONOMIZER OPTIONS. IT WILL NOT BE AFFECTED BY HEATED CONDENSER AIRFLOW. la fmrE HVAC ECP THERMOSTAT EQUIPMENT CONTROL PAC (ECP) CONNECTION FUNCTION CONNECTION 1 2 MOUNTED INSIDE HVAC UNIT G OR F FAN G SUCIIOl1 D6pIS 1 1 1 1 1 1 1 1 1 1 1 1 Y. Yt, OR C COOLING Y1 1 1 1 1 1 1 1 1 1 1 W, Wt, OR H HEATING wt OUTDOOR SENSOR SUPPLY REIUM ❑❑❑❑❑❑❑ EQUIPMENT CONTROL PAC (ECP) R, Rh, M, Vr, A POWER R (COVER REMOVED) Il `—III J —I I ►-� C COMMON C I I, —I I SrNDII 1/� 1 (1 OUTDOOR TEMP SENSORI OONLY N ONE ECP PER STORE - I I I I ljl I I 1 1 I 1 1 I 1 1 1 oB Y2 REv. vALVE 2ND STAGE COOL wt• Y2 Q Q Q 0 Q Q Q Q 0 3 4 �aal� S ' BLACK I Ell 1 1 -- -- �J vv2 12ND STAGE HEAT I WZ I I I I I I I I u„ WHITE a • RTO WSIN HEAT UMPVALVE LAPPLICATIONNS Y IS D 1 1 I I 1 I I 1 1 9 0 FIELD IWIRING AS (REQUIRED RED REMOTE TEMP SENSOR 1 1 1 1 1 1 1 1 1 1 I x oor 18 GA UNSHIELDED WIRE RS410 DO NOT RUN IN SAME CONDUIT m AS LINE VOLTAGE WIRING SUCTION PIPE SENSOR SUPPLY AIR SENSOR HVAC TERMINAL Dm ovn YI Y2 ■l IG BLOCK 0 0 0POWER W2 W1 Y2 Yl AND a-0000 c c R RETURN AIR SENSOR OUTPUTS RAIAI R C CK1 CK2 DISCHARGE PIPE SENSOR SUPPLY AIRFLOW SENSOR SUPPLIED CONNECTOR AND CABLE ASSEMBLY ECONOMIZER TERMINAL BLOCK Y ECP BOARD CONNECTOR (ONLY 1 PER LOCATION) 9 oar o00 C THERMOSTAT BACKPLATE C EQUIPMENT CONTROL PAC (ECP) SENSORS HVAC CONTROL WIRING THERMOSTAT WIRING ECONOMIZER WIRING OUTDOOR TEMPERATURE SENSOR WIRE EACH ECP WITH INDIVIDUAL'HOME RUN' COMMUNICATION WIRING TO THE DATA CONCENTRATOR, THE HVAC UNIT MAY COME WITH THE SURVEYOR ECP AND SENSORS FACTORY INSTALLED. MOUNT MOTION SENSOR DIRECTLY ON CEILING FACING DOWN. AVOID PLACEMENT NEAR PUSH BUTTON MOUNTED IN 2X4 JUNCTION BOX, TYPICALLY IN MANAGER'S OFFICE. TO A SEPARATE CONNECTOR WHEN POSSIBLE. WHEN MORE THAN THREE ECP'S ARE USED (3 PORTS FOR FACTORY INSTALLED UNITS STILL REQUIRE FIELD CONNECTION OF THE REMOTE SENSORS, MOVING ITEMS SUCH AS HANGING BANNERS. POSITION SENSORS TO PROVIDE BEST COVERAGE WIRING POLARITY IS NOT IMPORTANT. ECP'S PLUS ONE FOR THE LIGHTING CONTROL PANEL) ADDITIONAL UNITS CAN BE WIRED TO A PORT ON THE OUTSIDE SENSOR (ONE ONE HVAC UNIT PER STORE), THERMOSTAT WIRING, AND COMMUNICATION OF EMPLOYEES ENTERING THE STORE AND WORKING LATE. DATA CONCENTRATOR THAT ALREADY HAS COMMUNICATION WIRES CONNECTED. WIRING. FOR NON -FACTORY INSTALLED ECP'S, THE ECP MUST BE MOUNTED INSIDE THE HVAC UNIT. ALL ECP'S REQUIRE FIELD SETTING OF THE EQUIPMENT NUMBER SWITCHES (SEE INSTALLATION WHEN WIRING MULTIPLE MOTION DECTECTORS, RUN SEPARATE WIRES FROM EACH DETECTOR EQUIPMENT CONTROL PAC (ECP) MANUAL). AND COMBINE THEM AT THE LCP TERMINAL BLOCK. MOUNTED INSIDE HVAC UNIT SUCTION AND DISCHARGE PIPE SENSORS LOCATED MIN O CDMMUWATM 12 INCHES FROM COMPRESSOR STORE CLOSE BbS HVAC UNIT (TYPICAL) PUSHBUTTON a�D RETURN AIR SENSOR � MOTION SENSOR ( I I I 10 ®® A B GND eio TYPICAL, ADDITIONAL AS NEEDED 11 v B RETURN SUPPLY UPPLY AIR SENSOR FFR AIR DUCT AIR DUCT AIRFLOW SENSOR B DATA CONCENTRATOR REMOTE SENSOR RS410 • REMOTE SENSOR POSITIONED TO THERNET CABLE TO NETWORK RACK NOT TO SCALE MEASURE SPACE CONDITIONED BY e HVAC SYSTEM. AVOID HOT OR COLD OWER SUPPLY CONNECTION SURFACES OR AIRFLOW. 0 ECP ECP/2 ECP FIF❑❑ ❑ NO ®� ❑O�O [:][][]D r� O DATA D LIGHTING CONTROL PANEL (LCP) CIRCUIT BOARD I nil � ' I LIGHTING CONTROL PANEL (LCP) CIRCUIT BOARD COMMUNICATION WIRING ECP SENSOR POSITIONS MOTION SENSORS STORE OPEN/CLOSE PUSHBUTTON GENERAL NOTES: 1. DRAWING FOR GENERAL INFORMATION ONLY. 7. WIRING MAY BE RUN IN CONDUIT OR WIRE TIED IN BUNDLES. A 2. LOCAL BUILDING CODES AND BUILDING PLANS, AND STORE TAKE PRECEDENCE OVER 8. DO NOT RUN COMMUNICATION AND SENSOR WIRES IN THE SAME CONDUIT OR BUNDLE WITH A THIS DOCUMENT. CONTROL AND LINE VOLTAGE WIRING. V E N STAR I N C . 3. REFER TO THE SURVEYOR MANUAL, AND INSTALLATION INSTRUCTIONS FOR EACH 9. CAUTION( INSTALLATION REQUIRES REMOVAL OF SAFETY COVERS AND EXPOSE THE INSTALLER COMPONENT FOR ADDITIONAL CRITICAL INFORMATION. TO ELECTRICAL HAZARDS. USE OF A LICENSED ELECTRICIAN IS REQUIRED. FOLLOW ALL TITLE APPROPRIATE SAFETY PRECAUTIONS. ADDITIONAL SAFETY SURVEYOR 4. SOME HVAC UNITS ARE AVAILABLE WITH THE SURVEYOR ECP AND SENSORS PRE -INSTALLED. INFORMATION IS IN THE SURVEYOR INSTALLATION MANUALS. THE REMOTE SENSOR AND ONE OUTSIDE SENSOR PER STORE WILL NEED TO BE CONNECTED IN THE FIELD TO THE ECP. O'REILLY INSTALLATION DETAILS 5. ALL ECP'S REQUIRE SETTING OF THE EQUIPMENT NUMBER DIP SWITCHES, AND HEAT PUMP SIZE DATE DWG NO 11REV JUMPERS AS APPROPRIATE. REFER TO THE EQUIPMENT CONTROL PAC INSTALLATION INSTRUCTIONS FOR FURTHER INFORMATION. D 9-13-13 S13-002 _ 6. ALL WIRING 18 GA UNSHIELDED, OR TWISTED PAIR. SCALE NONE DRAWN C. GODWIN SHEET 1 OF 1 8 1 7 6 5 4 3 2 1 �I II (III 1 2 3 4 s i SHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR ALL OTHER PLANS, SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED. in in o o mW zmo o WNyW LLWCyF It wa •��WN J IL OOZ00 Ir MMj 0. r �i N 0) (0) W J O Q H � N W N 0 Q ao�o J O H�O W J -i M Q ' L 0 JOB .J J WJ= a X Q M O cy 7 o .- W W aZtON i QOm zin 1 13 W 0 0 O III 0 0 0 U Ll� N— I L. N W O N N tD9 7 W M a) I . 4 co a F In z ro IL 3 m ul a ii 3 d z Q z O V) Ld LL O o_ z W LEI 0 W H L O H z W W z O U z W Of 0 LEI N V) W D_ X Ld LLI f— O _ t W N m_ O 0_ z O F_ U O af W Of Q z O V) V) w LL O D_ z (5 V) LLI 0 W LL O W D_ O Of IL LEI _ I-_ Ld 0_ Q z Q W U 0_ LEI V) LL O V) I— z W D_ I — In z W af Q V) z O Q U LL U Ld V) 0 z Q In (D z Q 0 z Cl) DRAWN BY: CHECKED BY: W W JTH N EG 0 DATE: .I O N 0 ry PROJECT NUMBER: >_ n ZRH ° SHEET NUMBER UO 10/06/14 REVISION: Norman E. Goth, FL Uc % 57809, CA Uc / 17905 SURVEY0FF ENERGY MANAGEMENT SYSTEM O'Reilly New Construction Statement of Work (SOW) General Notes The Venstar Surveyor Energy Management System is supplied by O'Reilly Auto Parts and installed by the contractor. Please note: Local building codes and building plans take precedence over this document. More details can be found on the VS1 and VS2 drawings, as well as the installation instructions included with each Surveyor hardware component. Surveyor EMS Components Description Part # Quantity Data Concentrator DC400-E2 One per location Lighting Control Panel LCP401-Rl One per location Outdoor Temp Sensor OTS400 One per location Equipment Control Pac ECP400-Rl One per HVAC unit Communicating Thermostat CT414 One per HVAC unit Sensor Pac SP400 One per HVAC unit Remote Sensor (Wall Mount) RS410 One per HVAC unit Additional Motion Detector (one included w LCP401) MD400 Two total per location (typical) Building Power Monitor PM401 One per location 600 A Split CT Three per location Back Door Switch(es) — Rollup Door & Rear Man Door SWP400 Two per location (typical) Front Door Switch(es) — New Construction & Select Retrofits only SWP400 One per location (typical) Single Channel Input Module (Digital) - New Construction & Select Retrofits only SCIM400D One per location Installing the Data Concentrator Hardware Placement • Connect to the "Low Side" router and plug into the first available port. (This is the same router as the store's training computer and/or the same router that the DM connects to when making store visits.) Wiring Instructions • Connect Cat 5 cable from Data Concentrator to the store router in the designated port • Connect power supply to Data Concentrator Hardware Configuration • The Data Concentrator ships to the job site pre-programmed with network settings provided by O'Reilly. Additional hardware configuration is not typically required. Installing the Equipment Control Pac, Communicating Thermostat, and sensors Hardware Placement • Mount an Equipment Control Pac (ECP) inside each HVAC unit o Label ECPs per O'Reilly terminology (For example: HVAC 1, HVAC 2, etc.) • Connect sensors from Sensor Pac • Communicating Thermostat(s): o Mount the thermostats at a level permitting easy access near the manager's workstation, if possible o Label front of thermostat doors per O'Reilly terminology (HVAC 1, HVAC 2, etc.) to be consistent with labels on ECPs. • Remote temperature sensors are to be mounted in an optimal position: o Use RS410 (wall -mount) sensor for all HVAC units and place it 5-6 feet AFF (above finished floor) o The sensor should be placed in the zone it is controlling o Identify a location where the sensor does not have airflow interference from a supply vent. Given the choice, place closer to return air vent instead of supply air vent. This document contains proprietary information, not to be disclosed without prior written consent from Venstar, Inc. r,+ 1 SURVEY0R7 ENERGY MANAGEMENT SYSTEM O'Reilly New Construction Statement of Work (SOW) DO NOT: 0 Place the remote sensor on the decorative wall striping O Place the sensor in direct airflow stream between a supply and return grille (where supply air is pulled directly into return) 0 Place sensor where it receives direct heat from any piece of equipment U Place sensor where it will be impacted by any door opening 0 Place sensor near the windows where it will receive sun interference (radiant heat) O Place sensor where it will receive heat interference from the lighting • Outside Temperature Sensor: O One per location, mount outside on roof, facing north • Door Switches (delivery and rear man door), when applicable O One switch per door, normally closed, wired in series U Do not install rear door switch(es) for: Stores with one HVAC unit Stores that only receive deliveries through the front door Wiring Instructions • Connect ECP to HVAC terminal board • Connect Communicating Thermostat to ECP • Connect Sensor Pac sensors to ECP • Connect Remote Sensor to ECP • Connect door switches (loading and rear man door) to ECP that conditions the space near doors • Connect the RS485 terminals of the ECP to the Data Concentrator • All wiring shall be installed and terminated in accordance with the NEC as well as any applicable state and local regulations Hardware Configuration • Set ECP address dip switch for each unit • Set ECP jumper for Heat Pump or Gas/Electric • Set ECP jumper to O or B reversing valve (Heat Pump only) Installing the Lighting Control Panel Hardware Placement • Surface mount the Lighting Control Panel (LCP) at a level as convenient and feasible to the existing breaker panel o It is permissible to recess the panel, if necessary • Photocell for exterior lighting: U One per location o Mount outside on roof, horizontal and facing north with no influence from shade or surroundings (trees, equipment, etc.) 0 Connect photocell to LCP • Motion Detectors for interior lighting: O Two per location typical, unless otherwise shown on MEP drawings. 0 Refer to MEP drawings for exact locations. • Alarm Interface: O One per location, leave coiled above panel for connection by alarm company • Push Button: O Temporary push button may be installed for use during construction. 0 Permanent push button will not be installed at O'Reilly Auto Parts stores except in rare cases when required by code. Lighting Circuit Identification • All lighting circuits shall be identified and classified into lighting zones • Each lighting circuit shall be identified by breaker circuit number and assigned to a specific contactor number within the LCP Lighting Zone Configuration The following describes the lighting zones controlled by Surveyor: • Interior Lighting (Work) - Work and stock areas, excluding nighttime delivery and emergency lights • Interior Lighting (Sales) - Sales floor, customer areas, and interior open/close sign • Exterior Lighting (Sign) - Lights for store signs on building and other store signage • Exterior Lighting (Site) - Parking lot lights, building accent lights, and other exterior lights • NOTE: Certain fixtures are designated night lights and are zoned to be on 2417 for safety and security. Wiring Instructions • Connect lighting accessories to LCP, as appropriate • Connect the RS485 terminal of the LCP to the Data Concentrator • All wiring shall be installed and terminated in accordance with the NEC as well as any applicable state and local regulations This document contains proprietary information, not to be disclosed without prior written consent from Venstar, Inc. SURVEYORTM ENERGY MANAGEMENT SYSTEM Installing the Front Door Counter (Single Channel Input Module) O'Reilly New Construction Statement of Work (SOW) Hardware Placement • One switch per door at front entrance, normally closed, wired in series (for more than one door) • Mount SCIM400D in back of store near other Surveyor hardware Wiring Instructions • Connect door switch(es) to SCIM400D • Connect the RS485 terminals of the SCIM400D to the Data Concentrator • All wiring shall be installed and terminated in accordance with the NEC as well as any applicable state and local regulations Installing the Building Power Monitor Hardware Placement • Place PM401 near the breaker panel or main electrical service, as appropriate • Place CTs to measure all phases of building power Wiring Instructions • Connect CTs to Power Monitor (PM401) • Connect voltage leads and ground terminal • Connect the RS485 terminals of the Power Monitor (PM401) to the Data Concentrator • All wiring shall be installed and terminated in accordance with the NEC as well as any applicable state and local regulations Hardware Configuration • Set slide switch for CT type • Set CH rotary switch for CT size • Set Load rotary switch for electrical service type Commissioning Upon completion of the installation, the contractor shall contact Surveyor Support for commissioning. The contractor shall be onsite and provide all support required during the commissioning process. The checklist below serves as a quick reference for the contractor to verify that the installation was completed successfully. Surveyor Technical Support surveyorsupport@venstar.com Direct: 818-812-9812 Office: 818-341-8760 Mon -Fri 6:00am-5:00pm Pacific Time Data Concentrator • Confirm power and Ethernet connections • Verify communication to all Surveyor equipment • Contact the Surveyor Support line at 818-812-9812 to verify connectivity to the O'Reilly server Equipment Control Pacs • Verify proper addressing • Verify door switch functionality (loading and rear man door) • Re -start all HVAC equipment and verify heating/cooling operation Communicating Thermostat(s) • Test operation in all modes • Verify sensor readings Lighting Control Panel and accessories • Test Photocell • Test Motion Detectors • Test operation and function of twist -timer overrides • Confirm lighting circuitry does not affect any other store equipment Building Power Monitor • Verify sensor readings Front Door Counter (Single Channel Input Module) • Verify door switch functionality This document contains proprietary information, not to be disclosed without prior written consent from Venstar, Inc. 3 Eta In Ld muly'f `"®LL O IL 1 e Z °'®/ r�il49iE0 l 0 W SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR W ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. ►- LL O z W In Z R O U Q w a o� � c ao m W W Z In ZOCO W q WN(0W w LL W N W T U. ~ w wa o 011111=11 J HIWN �3�0 0 of W M or 0N2 a M 0 N W � 0 oar M LL J m J J W j = Ir O3 � � 0 Z aZ(N i wIIN Q coo o%0 oa)0 M 0 O CO o W I N I L N ; 0 W 0 N N 0 7 W M a) I mmE N� M In Z m a 3 mm ai�3 ri Z 7i Z O U 0 O of D_ W J Q Z O U) In W O X a_ Z 0 U) W 0 W T_ I-_ O w a O D' a_ W T W fy a 0 Z Q w U > In w LL_ O In Z W V) Z W D' a In z O a U LL U w a U) 0 Z Q W 0 Z Q 0 Z 0 DRAWN BY: CHECKED BY: (n W JTH N EG 0 DATE: 10/06/14 REVISION: PROJECT NUMBER: ZRH O N H c� Df A O U SHEET NUMBER O 0 LOCATON yap BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM "BOUNDARY AND TOPOGRAPHIC SURVEY FOR PROJECT" NAME PREPARED BY SURVEYOR'S NAME PLS, OF COMPANY NAME DATED ORIGINAL DATE AND REVISED THROUGH DATE OF LAST REVISION. CIVIL ENGINEERS/PLANNERS: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: NAME ADDRESS CITY, STATE ZIP PHONE: ( ) SURVEYORS: NAME ADDRESS CITY, STATE ZIP PHONE:( ) TRAFFIC ENGINEERS: AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 ARCHITECT: NAME ADDRESS CITY, STATE ZIP PHONE:( ) LANDSCAPE ARCHITECT: ROBERT FINNEGAN + LANDSCAPE ARCHITECT 13554 LAKE MAGDALENE DR. TAMPA, FLORIDA 33613 PHONE: (813) 765-9111 U7LFV C�GMFRANHES GAS: Cpl Progress Energy Services 36453 Eiland Blvd Zephyrhills, FL 33541 PHONE: (800) 700-8744 TELEPHONE: NAME ADDRESS CITY, STATE ZIP PHONE:( ) CABLE: NAME ADDRESS CITY, STATE ZIP PHONE: ( ) POWER: NAME ADDRESS CITY, STATE ZIP PHONE: ( ) SEWER: NAME ADDRESS CITY, STATE ZIP PHONE:( ) WATER: NAME ADDRESS CITY, STATE ZIP PHONE: ( ) CONSTRUCTIOMIP"L ANS IN ILUA I KX4 Sheet Number Sheet Title 1 COVER 2 GENERAL SPECIFICATIONS AND NOTES FOR 3 DEMOLITION PLAN 4 HORIZONTAL CONTROL PLAN 5 PAVING, GRADING, & DRAINAGE PLAN ' 6 UTILITY PLAN C) 7 NPDES NOTES 8 NPDES DETAILS RE LLY AUTO PARTS 9 SITE DETAILS 10 MISCELLANEOUS DETAILS SECTION 3 TOWNSHIP 26 SOUTH RANGE 21 EAST 11 LANDSCAPE PLAN ' ' 12 LANDSCAPE NOTES 13 LANDSCAPE DETAILS ZEPHYRHILLS FLORIDA 14 IRRIGATION PLAN ' 15 IRRIGATION NOTES AND DETAILS Prepared For- HUPP RETAIL ZEPHYRHILLS, LLC 907 South Ft. Harrison Avenue Clearwater, FL 33756 PHONE: (727) 210-1900 FAX: (727) 210-1901 Prepared By.' CIVIL ENGINEERING LAND PLANNING TRAFFIC/TRANSPORTATION SURVEYING GIS 7509 W. SAND LAKE ROAD ORLANDO, FLORIDA 32819 PHONE (407) 248-0505 FAX (727) 784-6662 AVIDGROUP.COM ' T Q wi- fi Pro J 4 -e-e -,v,, (tf,4 er " THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. 7 6 5 4 3 2 1 6/18/14 REVISED PER CLIENT MARK-UPS JCH NO. DATE DESCRIPTION BY R E V I S 1 0 N S PROPERTY OWNER: AKT PROPERTIES LLC 13010 US HIGHWAY 301 DADE CITY FL 33525-5419 PROPERTY LOCATION: 6126 and 6056 GALL BOULEVARD ZEPHYRHILLS, PASCO COUNTY, FL 33542 PROPERTY FOLIO NUMBERS: 03-26-21-0010-11200-0010 (6126 GALL BOULEVARD) 03-26-21-0010-11200-0050 (6056 GALL BOULEVARD) PROPERTY ZONING: C-2 BUILDING SETBACK REQUIREMENTS: FRONT: (GALL BLVD) = 30' SIDE: (NORTH & SOUTH) = 0' REAR: (FORT KING ROAD) = 20' PROPERTY USE: USE: MAXIMUM BUILDING HEIGHT: HEIGHT: EXISTING CLASS 11 ALLOWED 2 STORIES OR 30' MAX LOT COVERAGE CALCULATIONS: PROPOSED MIXED USE PROPOSED 1 STORY 30' MAX EXISTING EXISTING PROPOSED PROPOSED BUILDING AREA 4, 210 SF 8.81 % 7,453 SF 15.60% PARKING & SIDEWALK AREA 30,167 SF 63.16% 26,871 SF 56.29% TOTAL IMPERVIOUS AREA 34,377 SF 71 .97% 34,324 SF 71 .89% TOTAL PERVIOUS AREA 13,389 SF 28.03% 13,270 SF 28.11 % TOTAL SITE AREA 47,766 SF 100.00% 47,766 SF 100.00% PARKING (REQUIRED): 5 PARKING SPACE PER 1,000 SF OF FLOOR AREA 7,453 SF/1,000 X 5 = 37 SPACES REQUIRED HC SPACES REQUIRED: 2 STANDARD STALL SIZE = 9' x 20' HC STALL SIZE = 12' x 20' PARKING (PROPOSED): STANDARD PARKING SPACES = 31 HC SPACES = 2 TOTAL PARKING SPACES = 33 (PLUS 8 BICYCLE PARKING SPACES) FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE "X", AS PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP 120235; COMMUNITY PANEL No. 0005 C, DATED 12/17/91 rs-"Itsffine8�i:com O'REILLYS AUTO PARTS - ZEPHYRHILLS AVID GROUP JOB # 319-014 DATE: 08/06/2014 Q Q O w U. z O N w a GENERAL CONSTRUCTION NOTES (9/13/04) WATER SYSTEM NOTES (12/24/09) 000 m CLEARING AND EROSION CONTROL NOTES (4/30/04) 1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM. 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO CONSTRUCTION ACTIVITIES. 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL W STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE REQUIRED. O (n w DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. Z IL d 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND PIPE SHALL Z Y Y NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS "SUNSHINE" 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE FOR CONSTRUCTION. ALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR IT 21.51C104 J Q Q MARKED BY CALLING AT 1 800 432 4770 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS NECESSARY DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHERROVED LANDSCAPE MATERIAL LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A (AWWA < < Z RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. IMMEDIATELY FOLLOWING CONSTRUCTION. O 4. CHAPTER 77153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A p W W a WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 21.10 AND A 21.11 (AWWA Cl 10 AND AWWA Cl 11 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS CC J J U MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. Ill F- CC CC U N GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE N a W IL w IL w O APPLICABLE REGULATIONS. FLUSHING AND DISINFECT ION. m O o 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE =) W w CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 0 O cn 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET j > 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. U) CONSTRUCTION. DEMOLITION OF EXISTING STRUCTURES. > 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS w 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. LL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE 9ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE . � 0 0 Q OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA \ "a \ 0 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. C509.008 co 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREAS SHALL BE RESHAPED, CLEARED OF 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. r rn ll I,-co q ch cV r Z PERMIT CONDITIONS. 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. ar w > - cn - O z to 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL 0 } THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL < < _j v z >- a < a n oC W ENGINEER. SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND aMLuZ 0 D m _ cm w aC 0 � w -I O J r W 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. < O ¢ w - O > H P m cc c a W z Y O F- Q APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER PAVING, GRADING AND DRAINAGE NOTES (4/30/04) 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND p D ~Q �ry w 0 z O z w O - yk r O INFORMATION AS REQUIRED. SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, � 5 m a Q O m U O U O 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED a a o OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH RECORD DRAWINGS TO THE ENGINEER. NECESSARY. APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE FDEP NOTES (04/02/04) 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE. 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED©/ EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 3. THE CONTRACTOR 13 TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTING UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. Q 4 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. CONCRETE PAVEMENT. 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND ttV r A. C THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE 4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. 2 W r No c REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL -� �o Q.- REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. 5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR 2 s z c k Q 16. ALL SODDED AND SEEDED AREAS BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. CONFORM TO FDOT STANDARD INDEX NO. 17346 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. STRIPING SHALL BE 6" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. d 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND 6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH t7 / CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS CONSEQUENCE LOST OR DISTURBED PROPERTY SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE QR CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT INDEX 205. SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND 7• STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN THE STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. DRAWINGS AND SPECIFICATIONS. TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS o 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. 9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150, UNLESS OTHERWISE INDICATED PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE ■ w uj Q TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT IN THE DRAWINGS AND SPECIFICATIONS. AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR ci N 0 0 o no `r'' STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE.18 MARKED LIKE UNDERGROUND PIPE. ) 0 LL c6 N 20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW. z a: CO CO O 3 O r U LOADINGS. uj anN -1 � 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION ■� 2 cm . Q t,;z O SITE. 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA = cm cr 12. THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. V ch Z "(g 22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE CONSTRUCTION OF THE POND. c 00 O x c cc Q v = < > RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. 13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN 7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT c, cm a eo a � < ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED O 0 c Z 0 cn SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION z Z O Z THERETO. PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF LLu Z ¢ I j UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 5: Z >. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND 0 a � SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER 8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST a FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 13 Lu Z Z `t OF CERTIFYING THE cc STORMWATER MANAGEMENT SYSTEM. 9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF Q > ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA U U STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL TESTING SCHEDULE GUIDE (12/11/09) PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS (4/30/04) BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. ITEM TEST TYPE TEST I.D. REQUIREMENT FREQUENCY 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER 10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE J H PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE EMBANKMENT MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE SCHEDULE AN INSPECTION. DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. Q OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL W T238 DENSITY HORIZONTALLY; HAVE A MINIMUM COVER OF TWO FEET. O ASTM D1556, D2937 ALTERNATING LIFTS (12 INCHES) D2922 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS (04/02/04) DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT UTILITY MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. a TRENCH BACKFILL OPTIMUM MOISTURE ASTM D1557 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES. PRESSURE UNDER ROADWAYS FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM ONE PER 2,500 S.F. AND STRUCTURES T238 DENSITY HORIZONTALLY; TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY ASTM D1556, D2937 EVERY 12" VERTICALLY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. D2922 D2922 AT LEAST ONE FOR EACH PIPE RUN 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "10" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. ^ BACKFILL OF MAXIMUM DENSITY AASHTO T180 N/A PER SOIL TYPE STRUCTURES OPTIMUM MOISTURE ASTM D1557 SANITARY SEWER NOTES (12/24/09) FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM EVERY 12" VERTICALLY W T238 DENSITY WATER CLEARANCE REQUIREMENTS 04/02/04 ( ) ASTM D1556, D2937 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. D2922 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL O 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. cl) DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM SANITARY SEWER, SUBGRADE BEARING VALUES LBR - FLA. D.O.T. ONE PER SOIL TYPE 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE -TYPE STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED CHECK POINT LBR AT CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE SEE TYPICAL 500 L.F. HORIZONTALLY MAXIMUM DENSITY AASHTO T180 PAVEMENT SECTION ONE PER SOIL TYPE CONFLICTS OR DISCREPANCIES. OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY Q OPTIMUM MOISTURE ASTM D1557 4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE FIELD DENSITY & AASHTO T191, T238 ONE PER 2,500 S.F. THICKNESS ASTM D1556, D2922 HORIZONTALLY 3' 12' DEPTH SDR- WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE a 12' - 18' DEPTH SDR-26 > 18' DEPTH DIP MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-810, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING "ON BASE BEARING VALUES LBR - FLA. D.O.T. ONE PER SOURCE OR AS MTL. CHANGES 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. OR PROPOSED -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." O V,/� CHECK POINT LBR AT 500 L.F. HORIZ. 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY Z MAXIMUM DENSITY AASHTO T180 SEE TYPICAL ONE PER SOURCE OPTIMUM MOISTURE ASTM D1557 PAVEMENT SECTION 6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM AL 2" WIDE PLACED 1 FOOT EE THE "FORCE EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF O LL O BELOW THE PROPOSED GRADE. THE PRINTING MAGNETIC TAPE SHALL READ THICKNESS AASHTO T191, T238 ONE PER 2,500 S.F. MAIN" THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; FIELD DENSITY ASTM D1556, D2922 HORIZONTALLY AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE GRADATION AASHTO T27, T98 ONE PER SOURCE 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE cn AASHTO T90 SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. m J ATTERBERG LIMITS ASTM C136, D423, D424 MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR 3. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED _ SOIL CEMENT BASE MIX DESIGN CEMENT ONE PER SOIL TYPE EPDXY LINED. ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN = LL ASSOC. SPECIFICATIONS ASSOC. SPECIFICATIONS (TO BE USED IF MAXIMUM DENSITY AASHTO T134 ONE PER SOIL TYPE DAILY SEPARATION BETWEEN SEE TYPICAL 9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED>m WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR U SHWT & BOTTOM OF OPTIMUM MOISTURE (STANDARD) PAVEMENT SECTION 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. � W BASE IS <1.5') COMPRESSIVE PORTLAND CEMENT ONE SET OF 3 PER SOIL SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRENGTH SPECIMENS ASSOC. SPECIFICATIONS STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR J TEST CORES PORTLAND CEMENT ONE SET OF 3 PER SOIL SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. a ASSOC. SPECIFICATIONS cn FIELD DENSITY & AASHTO T191, T238 ONE PER 2,500 S.F. W THICKNESS ASTM D1556, D2922 HORIZONTAL SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS (12/24/09) ASPHALTIC CONCRETE MATERIALS QUALITY AASHTO T164 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY � BITUMEN CONTENT, ASTM D2172 THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. GRADATION PER SPECIFICATIONS ONE PER DAY O FIELD DENSITY ASTM 02950-81 95% OF LAB DENSITY ONE PER 2,500 S.F. 2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. HORIZONTAL Z LOS ANGELES AASHTO T96-77 3. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY ABRASION ASTM C131-81 PER SPECIFICATIONS ONE PER SOURCE LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE W THICKNESS N/A PER SPECIFICATIONS ONE PER 2,500 S.F. LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. NOTES: 4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. S 1. THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. H 2. SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. E AND/OR THE GEOTECHNICAL REPORT, THEN THE AFOREMENTIONED RECOMMENDATIONS WILL SUPERSEDE THIS "TESTING SCHEDULE GUIDE" E T N 0 ld m 0' 20' 40' SCALE: 1 " = 20' DEMOLITION LEGEND 1 i wnuv'�rro.ur,.rrwr��:>05 �...�...— SITE BOUNDARY LINE E ,� r . :. " WAS .. 'PIPE' FFi4M NE+�V, ..• J DI EE TF tTY.LBdV :: J . \\ CENTER LINE OF ROAD -... ... . J E J '...4 ' \ ' r ` .� '� . ARC.. � J �'� `:.:`�"� RIGHT OF WAY , r 4 �',.; ;�•, r.' : ;• " . :.. ,: :, � ': ; '. , EXISTING EDGE OF PAVEMENT TLl::F:U CX15 ` �C� . O r= ;` i Vb ICA :r TREE BARRICADE L]P o EROSION CONTROL k ,✓, l;IFJ 1, 1.- \ `` wv : k 4.. J , ,' s / o r A w... ' 4i / ,�.. i EXISTING PAVEMENT TO BE REMOVED : f p : ,�. :. , ;. � .. : EXISTING STRUCTURE TO BE REMOVED , !'� U P . ' J `':`' " r.;" EXISTING LANDSCAPE ISLAND TO BE : \. IN J CbR .. , .'. , k . �. c Ea � CLEARED AND GRUBBED , E R M f✓k''E# ,... i..,..i �. AJT SAWCUT EXISTING : r . v ' � TREE TO BE REMOVED J iNA v Y i / Ify J J. r. rJ / :. -,- : , : :. : ��• -T- � — ::� :.. ' 1:'a_� � : ...., .:� .. , =:gc , ...,.v . .:fL , .-��'- .. ,�' .� � •- %iix,'.. � M \ TYP TYPICAL DEMOLITION NOTES: 1. CONTRACTOR TO DEMOLISH AND REMOVE ALL IMPROVEMENTS WITHIN LIMITS OF DEMOLITION SHOWN UNLESS OTHERWISE NOTED. 2. CONTRACTOR TO ESTABLISH AND PROPERLY FLAG PROPERTY LINES PRIOR TO DEMOLITION. 3. THE CONTRACTOR SHALL UTILIZE SUITABLE EROSION CONTROL DURING DEMOLITION AND ALL PHASES OF CONSTRUCTION, SEE GENERAL NOTES AND DETAILS. 4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISPOSAL OF ALL DEMOLITION DEBRIS. 5. UTILITIES TO BE PLUGGED SHALL BE FILLED WITH A MINIMUM 1.0 CUBIC FT. OF NON SHRINK GROUT OR AS OTHERWISE APPROVED BY ENGINEER. 6. TREES SHOWN TO REMAIN SHALL MAINTAIN PROTECTIVE BARRIERS DURING DEMOLITION AND CONSTRUCTION. THESE BARRIERS SHALL BE IN ACCORDANCE WITH CURRENT CITY/COUNTY STANDARDS. 7. THE CONTRACTOR SHALL COORDINATE THE REMOVAL/RELOCATION OF EXISTING UTILITIES WITH THE OWNER OF SAID UTILITY. THIS SHALL INCLUDE WATER, SEWER, STORM DRAIN, GAS, CABLE TV, POWER AND TELEPHONE. 8. THE CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES PRIOR TO DEMOLITION AND WILL BE RESPONSIBLE FOR THE DAMAGE OF ANY ON -SITE OR OFF -SITE UTILITIES THAT ARE NOT A PART OF THIS PROJECT OR ARE NOT IDENTIFIED TO BE REMOVED. 9. THE CONTRACTOR SHALL BARRICADE THE SITE AND CONTROL TRAFFIC PER CURRENT FDOT TRAFFIC CONTROL STANDARDS. 10. REMOVAL OF ASBESTOS CONTAINING MATERIALS SHALL BE IN ACCORDANCE WITH THE REGULATORY STANDARDS AND RECOMMENDATIONS OUTLINED IN THE LIMITED ASBESTOS SURVEY REPORT PERFORMED FOR THIS SITE. 11. REMOVAL OF ALL EXISTING WATER METERS, DOUBLE CHECK VALVE ASSEMBLIES, AND GATE VALVES TO BE COORDINATED WITH THE WATER DEPT. 12. CONTRACTOR TO COORDINATE REMOVAL/RELOCATION OF EXISTING POWER POLES AND OVERHEAD WIRES. 13. REMOVE ALL FOUNDATIONS OF BUILDINGS AND SIGN POSTS TO BE DEMOLISHED. 14. CONTRACTOR IS RESPONSIBLE FOR THE PROPER OFFSITE DISPOSAL OF ALL SPOIL MATERIALS REMOVED FROM THE PROJECT SITE. 15. ANY WELLS ENCOUNTERED ON -SITE SHALL BE CAPPED BY A LICENSED WATER WELL CONTRACTOR IN ACCORDANCE WITH RULE 40D-3.531(2). F.A.C." 16. ALL DISTURBED AREAS IN THE RIGHT-OF-WAY SHALL BE SODDED. SILT FENCE NOTE: 1. NON -TRENCHED SILT FENCES IN AREAS WHERE EXISTING TREES ARE TO BE PRESERVED. 2. SILT FENCE LOCATED ADJACENT TO BOUNDARY SHALL BE STAKED AT 1 FT. OFF PROPERTY LINE. Sunshine8�i,com O LU F- zaaa z o oww rL CC J _! Ft WUU U a m 0 0 LLJ LDcrcr 111 cc vvv W maow 000 coU)I C9N— z ww>—m—ozw Z> �¢®n �¢� J ch oc7mwza QO¢cc wFnOm ¢ 1 j CDH > :Fmm� z wor ¢ 00zaLLL co p 0 U) (L O O H a a o H E T 0 4 b 0 CD CD � W Q N Z N c6 O LL � cr go Gp j m N a. It =Dl= W N CCU Go Z V O O Maw x:< N d 00 d LL Q (jC9M0U) Z Z O Z FD W Z FQLu Z J-- cc Z N Co Z W Z Z a J_j� V CU LL Q Q H J a W � O a a D ci) OC a Oct Z CL g 00 j LL Z J a J H J = J W W 0 � N Let 0 i rr �! rd rr rr rr rr df � f rr fr �f dr rr r rr rf 1� r rr rr If ` d r rl rr fIf f> f rr !f f rrr rrw �� � �..•= r r rrrdJ F.P.P. 31 .�/r ... r r dz7 \ � 1. \\ Y 4•`h Vi- V 'y 1 F.I.R. 1/2 EXISTIN f -;, / / / \ 4f • -'� FULL *oMp ACCES', M 1 ,t ,` ✓ ,,,� / ,�„ •^' ✓ /� :- 5,0101-0la 3 ! FDOTTYPE'D' y� ................ :SEE DETAIL1 d r r r EXISTING TRAFFIC: r r RIGHT IN _ DIRECTIONAL r r I . rn ARP M/ 7TYP) r r 7. , RIGHT OUT < �° ACCESS t it ..r(``e � �^y..,, % � •k _ Li j r Ir r r ; n w 1I F.I. R. 112 J ;fi r 5 011 e j: f f# :ro-. ..;.^...s>.+<-::fv <f:s . moo::" <.! EXI upc i o V ;. TING ` HT IN ADDITIONAL PAVEMENT to MTJ I T OUT AREA OF 616 SF FULL EPTASPHALT) DEPTH ASPHALT)( I ESS I # PARCEL 1 f F.P.K. NAILIDISK `li ? 6668 ---- T. B. M. 2 S.C.I.R. ELEV= 105.81' 20� P. a.s. : PARCEL 2 S.C.I.R. 518 n 'A LB 7425 .. ,,... ., 10, N 89'16 28 W t • • • S. LINE OF TRACT 112 c .�...�. (BENT), °.J '� 228.3J a',' •• ... ...� ............ ....... ...... .. ..................... ... .... .. .... ........ ...._. .. .... ..... T), 89' N. = •�,r, _ _ _ _ _ _ _ _ _ _ F.I.R. 1 /2 AND F.C.M. 4", r- i`1 J ���_� ---------------------- �' 0.50' S.RETA (BYO OTHERS, TONING BETOM MLL EET AND NG ALL COORDINATED WITH BUILDING MATCH EXISTING STRUCTURAL DRAWINGS) RETAINING WALL r � J J J J J J J r J J J J J J / i 1 T.B.M. 1 S.P.K. (DISK ELEV= 105.05' P. 0. C. '`— INTERSECTION OF S. LINE OF TRACT 112 & W. R OF FORT KING R AD 0' 1' 2' SCALE: 1" = 1' SITE LEGEND 6. HANDICAP PARKING SPACE • • • — • • • — ROW/PROPERTY LINE CENTER LINE OF ROAD PROPOSED CURB — -- — — - EXISTING EDGE OF PAVEMENT CONCRETE PAVEMENT/ SIDEWALK ASPHALT PAVEMENT U) w zaa Q a: LL Q z g wzz pww a cr WUU J J U U)aa o 0 c/5 05 �MM LIJ M� cr- cr W cr- co c W Q oo� � D =1il (m OOr co It cv) z ww>—W—Ozw J Q Q J V z > '@ Q ao f: W 0(}mwz� JCODom & �--j O LLJ apocwv,0 Q w � Z0zwpoco > Q V TO 0 = 0 ar cr a- Qv --3c+) u.i 3� acd a o TYP TYPICAL N HC HANDICAP . ♦ Ua o CD 11 PARKING COUNT O 0 cr- " c6 N c0 ' 0 R5' 5' RADIUS ■, ? a � U t � o LF LINEAR FEET U co c Z IN cr vo OX� SF SQUARE FEET O coo v) v cm °' c' 2 ¢ > a LL zzoz� cn � wZ¢w waF-> SIGN LEGEND IS a- cn 0 WZZ a NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" c� R3-1 NO RIGHT TURN 24"x24" u- R3-7 LEFT LANE MUST TURN LEFT 3011x30" < R5-1 DO NOT ENTER 30"x30" J ~ R6-1 ONE WAY 36"x12" a ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. w 0 STRIPING NOTES: a a 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6„ WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADI! TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. /1 V 7 ♦ L 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. 0 STANDARDS, WHICHEVER IS MORE RESTRICTIVE. a� o FDOT NOTES: O 1. ALL WORK WITHIN THE FDOT R/W (SR-41) SHALL BE IN ACCORDANCE TO THE FOLLOWING L 7 DOCUMENTS; H L FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS n J O ON THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) a J U FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) Q 2. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FDOT INDEX 600, 613 & 660. 3. ALL CONCRETE WITHIN THE FDOT R/W SHALL BE 6" THICK (CLASS 1) 3,000 PSI W/FIBERMESH. 4. ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. Z = 5. WORKING WITHIN THE FDOT R/W IS RESTRICTED SUNDAY-THURSDAY 8:00 PM - 5:30 AM. O C' N W Lu N 1= p O H E T N 0 ti ti0�� h !{ !! !{ f If !! ° Ne /� 1 !l ! ! If 6 ! 1 { ! ! 2 / 0�2 ' d 24" M.E.S. 16. 1 { ! ! I INv. EL= 100.st' F.P.P. 314 18„ Q� � f r I 1-1 b2 { ! f EX. EOP J \ 1� • wr If 41p �O do {{ !! 06. !{ !! ! ! EXISTING RIGHT IN SAWCUT LINE, I h �o MEET AND MATCH 06.0 RIGHT OUT EX, PAVEMENT 6 ACCESS-- �� { { ' Q �t" EX. EOP ' h �a 05.5 jI EG { ! � t { { � � Or�j 0 o x of CID 2�Olo�`' 24 M.E.S. ��; INV. EL= 99.81 05. --j I I { { •o EROSION CONTROL/ I •w S� 3x { f { I SILT FENCE (TYP) T 4„ o`p ��� { I0g 3 I ti ,° { x folk { t I { •W °� { 101 {ic op o �a \ 2 \ \ Os, \ \ r \ 0 0\ \ \ tt-ten\ \ \ F.I.R. 112 f°�� 4" XISTING x\ EROSION CONTROL / EG° FULL SILT FENCE (lYP) %c �O ®P]1 W ?,ro x C � Q \ ,x \ CCESS x \ tt • % •'�' yOr°. h� \ AWCUT LINE, ^�� EET AND MATCH cA / • �` E AVEMENT Oy \ os. I 05.9 '�°y �"1` �`°�9° ti°h , Ex. os 105.9 05. ��• • E/'' I D�� EX. STORMTE EL. INLET •E� 165 I ti° INV. EL. 102.49 PROPOSED SIGN c3 04.66 z-, 1 \ 05-6 �� 05 9 0 S 0\CD \ 1C 10 .2 b1b X'� 1OS i d t o tv 1 I x x do o x PROPOSED SIGN I { EG dF.I.R. 112" { ! ( I O I 24" M.E.S. p ; W 05.9 I t tio�� Q2� INV. EL= 98.41 A o�12" . 05. 0 p \ \ ID 05 EG h 10 �" x `� ti I 1 > 1 05.2 I I I EX. EOP U❑G 03.7 .7 1 I I TIN I MEET AND MATCH RI I I RIGHT IN EX. PAVEMENT I 0. I I RIG OUT EX. EOP ,Z2 I I 03.9 ,� IT ffo-ri I A ESS 03.5 I tio� 03 70 I I ' d T. P - 05.9 x � I do ,�3 I x tio`' I x I x x 32 10.12 tio`'�� x I FDOT TYPE C INLET 105.40x I GRATE EL = 103.50 E INV. EL. = 100.90` goo �l055 I 1p 132 LF OF 15" RCP x @ 0.38% SLOPE pox x 105114 x N x 05.13 Ui a IT 6 .90 x 05. I .97 x x^' � x 05. 1105,84 m x °� 0 0 105 6 MIN FFE=ti�D5.67 4AVD 88 1056 .pr oa`' r+ 1 05.5 ti tK , x 05.2 x �ggti'"ROOF RUN OFF FROMIA 41LDING TO BE DIRECTED ti� 05.5 3� TO PAVEMENT OR POND 05.2 103.89 05.02 10,3O')b 41.52 1�` x �O IH,tr tioa' x tio3 xc5 05. tip, 1t o x R 1. C 05. 10 QL 06 30f tips' EX. 15" CMP /] EG STORM PIPE _ 105. U \ \ ,t', TO REMAIN IV,\ bp \ r / 2 $X'. MEt 1p23......................:.:. 2 h M �PEL. =..1.02.U9x to x...... /............. S x3 .... / 711 O'� • / • • PARCEL 1 Z)�• Q18" F.P.K. NAtL/i3iSK STR.-3 , j> �� 6668 gG tic ,•,�.•' x�°D� .*---mmT.B.M. 2 MAINTAIN EXISTING POND S. C.I.R. ELEV= 105.8 1' P. 0. B. x � °NPARCEL 2 W LB 7425 f 8" 10 EX. 18" CMP STORM PIPE 1 ' 1051 O x 1° x 5 o2 °1.8 10" : -� I x�02.0 0 00 �o • ti \ S R -10 G.1.-9 T. �y x p ' p� x / �' 126 LF OF 15" RCP xti O 103.9 77 Oj 3 T.D. 103_5 A tipo ti INV. EL. 100.8 V 10" C N E •� :C EC , ::. zC � EC � EC, I I ` F.I.R. 112" p`L' t. a' ' °� 9 0 10c' ti l I° 9 10 �' 4 (BENT), 0.89' N. FDOT TYPE C INLET I I 02' 24" M.E.S. � � 1 S � � " D-2 •,� ''E r --,�- � � .� .� -x� 2 AND F.C.M. 4, .- e q .- J � INV EL= 98 3,3 �b' GRATE EL = 102 00 ,.• � \ of � . r s 0 ti01�d of 0.50 S. E WV. EL. = 99.40� b MAINTAIN EXISTING DITCH r �pi,67\ s s RETAINING WALL, 1 r x10 BY OTHERS x 1pti. �.ES. INV. EL= 97.72' f'f ti� 3A o � ti• 1 0, 24"I M.E.S. INV. EL= 97.50' p° x I tio�� 1 \ 11 ham' .- x 4), 24" M.E.S. INV. EL= 96.51' U) z IL w S T.B.M. 1 S.P.K./DISK ELEV= 105,05' ti \ \ \ x l°' \\ \ \ e \ r a3 TO REMAIN FDOT TYPE C INLET x 1. D 3 GRATE EL = 104.50 \ O N INV. EL. = 101.7± (EX.) S & W INV. EL. 100.40 x 10�ta is 1°� 60 LF OF 18 RCP @ 0.33% SLOPE x 0. 10 w• MES, SUMP TO `: O, INV. EL. = 100.2 0� �O W/ RIP RAP x ti02` a?3 x N° EROSION CONTROL / SILT FENCE (TYP) off' • EX. POND TO BE x 102 ti0 REGRADED AS SHOWN ....................J ti 1p, 10� 1 1 H DK xti°�` x 7 „ ...2"8 S. LINE OF TRACT 112 _ - - _ - ._....._......_.. _ - ..._ -- r. - _.... _..... - _....._........_. )102,72 - RETAINING WALL TO MEET - -... - O� __._ - - __.. - - 1 P. 0. C. AND MATCH EXISTING WALL tio2` 022 INTERSECTION OF S. ALIGNMENT AND TOP ti LINE OF TRACT 112 ELEVATION & W. R/W OF FORT KING ROAD Otih2 �2 �2 ti ti• �K ----------x tio1� J 2�O � EXISTING STORM STRUCTURE DATA STR.-3 (C.M.P. VERTICAL PIPE STRUCTURE) TOP EL= 104.89 18" C.M.P. S. INV. EL= 101.84 SKIMMER ELEV= 105.30 G.1.-9 (GRATE INLET) TOP EL= 10 1. 12 BOTTOM EL= 94.62 "NO INVERTS FOUND" STR.-10 (C.O.P. VERTICAL PIPE STRUCTURE) TOP EL= 103.20 15" C.M.P. W INV. EL= 100.13 SKIMMER ELEV= 103.70 "UNABLE TO DETERMINE OUTFALL OF W ►NV." GRADING LEGEND O • • • ROW/PROPERTY LINE w F- � EC � EROSION CONTROL Z a a. TYP TYPICAL N J Q Q aril INV. EL. INVERT ELEVATION z z 0 Oww a 49.58 EXISTING ELEVATION U W U U 2.52 PROPOSED SPOT ELEVATION aaa- 0 EG MATCH EXISTING GRADE o CD CD ® DRAINAGE INLET D w MITERED END SECTION 0' 20' 40' � .-.nr SURFACE STORMWATER FLOW SCALE: 1 = 20 o Lu o FFE FINISH FLOOR ELEVATION r o M N r z ASPHALT PAVEMENT crw>-U)-Ozcn ¢Q v z >- 0 t- >- oC W d oamwz° :�woCO8m < wmw2O 0 J p W H > >~mmoi ¢ W z Y 6 Zozwoo`° p ?_c�"aao U oU ce o� Lii �Fn a a 0 ALTERNATIVE PIPE MATERIALS NOTES: ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A-2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS III. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. GEOTECHNICAL REFERENCE: THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS CONSIDERED THE FINDINGS AND RECOMMENDATIONS PRESENTED IN THE FINAL GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES AND DATED MARCH 3, 2014. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC. NAVD '88 TO NGVD'29 CONVERSION = NAVD'88 + 0.85' = NGVD'29 DRAINAGE STRUCTURE NOTE: SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. Sunshine8,1�1,acom S E T N 0 0 A. Q C Z o' O 0 N �� W Q V o� 01 CO M Z rnN U w J N � = Lu N omm z'~'o o N d N d u- Q 0 ��z0cn zzOzFD cl)ac z �_- >- w z ¢ w z IL C0 0 wzZ a JJF- I Q a W a � Z g cn � a � a c z � � o = J � J 0 � 2� J= � _ a � W W (3 O Z Q a 9 m� \ \ A O \ \ 4 \ V. • . . `Y \ \ h t, fc,.0 \ \ } EXISTING FIRE ;\v \ HYDRANTSSEMBLY �' .. 1. { { { { { EXISTING OVERHEAD ®d - , • /' [OP \ ; { { { { { ! ELECTRIC (TYP) d • • /'' ! \ ` o / {/{ { { { °�,f' .- —' : /' • ° °'`� ' , ! ! \ / XISTING 5 �• , 0 /�' o�' °� �° © W FULL { { w t . /' Zoa ✓ ! ! ! \ FULL �_ � ; Jr. kn � •q +�' \ 4.. i { { �' "i � i ma's I � t d d / ' � .' _, ! \ ,d Cn �"� -J •., " ; EXISTING SANITARY TABLE S.M.H.-1 (SANITARY MANHOLE) TOP EL- 105.55 N. INV. EL= 96.15 S. INV. EL= 96.15 W. 1W. EL-, 96.20 { J 5 J t90A" E �� O \ .' Z t 13 APPFi (MATE LOCAT 1V OF EXISTIN {.><.f� v o 0)( O Ifa ,.. .S.M.H.-1 Z cn T.B.M. 1 { 0 �. F WAST,EVVATI=R SERVI(sE TO: SITE s.' :` ; k,, m \ S.P,It. DI CONTRACTOR TO VERIFY LOCATION, o .;� /y>;r x k> j • / r€..: 2ei \ i' ELEV= f o5.05 { { € 24" M.E.S. F AND CONDITION PRIOR TO { { { { '' INV EL= 100.6 f' a v Ida; ,�f � •' • /' • INSTALLATION OF PROPOSED \ % { F.P.P. 314.>. { { { w I s :. WASTEWATER'SERVICECJN �y APPROXIMATE LOCATION OF { {{ { { J { { v .\ olc.� \ _EXISTING WATER METERS AND \ BACKFLOW PREVENTION DEVICES, { { \ r PROPOSED SIGN " \APPROXIM E LOCATIO OF SOURCE OF IRRIGATION \ { r { 0. \ `"` I \ ~j•0 9' [bp o (STING W ER METER AND \yvCKFLOW P EVENTION ICE \ ! { { { EXISTING { { { { RIGHT IN P.O.B. { { ► ,°5p� 6 ..:, ": %/ • €13 PARCEL \ \ __ n RIGHT OUT ' INSTALL CLFANOUT - F 1� ! w (". 1 F 6568 APL�DPSK \ ° \ \ ; ACCESS CONNECT TO EXISTING _ i` 1i• _ <,, ., / : . �/ •'' S APPROXIMATE LOCATION OF WASTEWATER SERVICE AT --- f r„� EXISTING INVERT ELEVATION EXISTING WATER SERVICE TO SITE \ it ELEV= 105.81 ' y:; .may„ „ CR SIG il\ � . • . , fa (� B. EXISTING OVERHEAD \ \ �i � PAR ELECTRIC (TYP)LB 7425 ❑U W �� \ • � # Ora � • � ':: �: .. e ..: - �� .. . u : r 2 M. E. S. { {` C i INS WASTEWATER \\ :. •y <. . , INV. EL= 99,81 : ' SERVICE TO R6fILDING CD D ` CONNECT PROPOSED 1" WATER SERVICE a@7,1.00% MIN. SLOPEZ TO EXISTING WATER SERVICE, \\ r { CONTRACTOR TO VERIFY LOCATION, SIZE tt r r £ INSTALL CL)=ANOUT AND CONDITION PRIOR TO INSTALLATION ••i \ \\ OF PROPOSED WATER SERVICE LINE \� tl I INV. EL. = 101.00 \ }:{ „ ' 1" WATER SERVICE `. � TO BUILDING zj AND PROPOSEION WATER SERVICES TO BU�ILN ATER D'SDING, \ +• �`�:: I SEE ARCHITECTURAL PLANS "' Rom° I FOR CONTINUATION 103 : i0 I �! INV. EL= 98.41i x 1 1 • 000.03 `� 10 �a. 101 \ 5 r _ R I 7,453 SF ONE STORY BLDG \ �" I 1= 10 MIN FFE = 105.67 NAVD 88 II I} ❑0 ! „ 'I;' TING I \ 1 o I I RIGHT IN I I I RIG T OUT I I \ I I A ESS . I \ R 1 O T. 0._..��.::1i�.:,ir....:n:,.;:6r5:.�;�.c:�:l:.;a:�<:�...2f':rjJa:. �':':•'?%�<'''%3�:u<%C6� � i ^, T.O. _..""'•7 ....... .... ' :. I i ..:..' .:... rr"�rr•rr r ••rrrrrr•rrr„� -� rrrrnss•"iiiir-s•s'.'-•-:"� • • • � • • • � • • • � • • • � • , N 89'16'28• W � ' �� .• S. LINE OF TRACT 112 r , " ¢ ✓:a i • •rr•� •-•r rr•rrr� ►.•-•��.•. •• •rrrr•� •a.• ��•.•.•.�� •. •.• �� ••-r�.•r• ••• ���••� •.o• �� •,•.•.. F. P.R, 1,%2 � � '�'= f �, � 228.35 „ o �\ z r __1 _ a _ - - _ - _ _ - _ F.I.R. 112 II. 24" M.E.S. (BENT), 0.89' N. ' - __., ®.._... _.._..., ®.....,.. _. - ._.... - _. __._ ._.... - ___. _.._ ._.......... INV. EL= 98.33:' I AND F.C.M. 4 ; o e -r°\\ / - _ _ _ _ _ - _ _ _ - _ _ _ _ _ - - _ - _ _ _ _ - I INTERSECTION OF S. LINE OF TRACT 112 I I t do W. R/W OF FORT 4 0 - KING ROAD _--__.—_-------- m:-..._.®.�.118 M.E.S, INV EL- 97.72 ,,.• ,rr 1 24 {" M.E.S. INV, EL= 97.50' ✓ r ✓'- vo r' t \ PROPOSED GRADE EL 104.85 I I J / N TOP = 101.90 s 15" RCP Ir' STORM PIPE IE = 100.45 XX" PVC SAN. «`i SEWER PIPE *TOP = 98.0± % *IE = 97.5± 1 *ELEVATIONS ASSOCIATED WITH EXISTING WASTEWATER PIPE ` ARE CALCULATED USING BEST AVAILABLE INFORMATION, CONTRACTOR TO LOCATE EXISTING WASTEWATER LINE PRIOR 24" M.E.S. INV. EL= 96.51' TO INSTALLATION OF PROPOSED WASTEWATER OR STORM PIPES AND NOTIFY ENGINEER OF ACTUAL ELEVATIONS. CROSSING #1 NOT TO SCALE UTILITY LEGEND a a z SAN SANITARY SEWER z � � CC N p PROPOSED CLEANOUT Q 22 z w z z �W EXISTING WATER METER 0 w w n. cr woo J J cr 0 EXISTING FIRE HYDRANT w w w w aD_a 0 wv EXISTING WATER VALVE o � w EXISTING BACKFLOW PREVENTION DEVICE L ai Ei Lu T"i r 0 10 2' It1q w � •— O Q SCALE: 1" = 1' CD 0 0 0 OC1Df�CoLO �ChNr- 0 mw>—cn—Ozw FINISHED GRADE 7R7 ��\jam �\���\�\�\j��\/�� STORM OR WATER io SANITARY i0 MAIN M SEWER PIPE poll vi z Of H N 00 z NOTE: THIS METHOD TO BE USED WHEN INSUFFICIENT COVER 45' DIP ELBOW EXISTS TO ALLOW WATER W/RESTRAINED MAIN TO CROSS ABOVE JOINTS (TYP.) SANITARY SEWER LATERAL WITH 18" VERTICAL SEPARATION AND MAINTAIN 36" MIN. COVER TO FINISHED GRADE. WATER CROSSING NITQ DETAIL (WC) SERVICE LATERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCES/CONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). EXISTING UTILITIES NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC. NAVD '88 TO NGVD'29 CONVERSION = NAVD '88 + 0.85' = NGVD'29 UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. nin- ticom aQ } z}oa®Or" ¢ W �t ❑(7mwzd �p =m JccwC7 J O W aw0 p[=�Q W �HF-NW(0� 2 Q Y �% Q Z p2we) �k = C7 [r cc > Q V —i m ui 3m aaU a EL w o H E T N 0 n C m O cn J Q W m IL IL cf) a am O H Q J J 0 N wCD O C) Q N O LL. [n w m CO W O W m N CO O_ = ui N U ch Z CD C -j c° °0 0 1 C N [1 m [1 u- Q CD 0 z 0 w zz0z� [zzP:>- w z > Z_ J [r 2S O�av=i 0 wzZ J J 2 U 0 U- U- Q E-- I' m O J LL n J J ■0 re "Im tz on rel Tr z a z a J a w W SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED T0, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE FDEP AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: NAME: TITLE: SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: SIGNATURE: ADDRESS: NAME: GENERAL CONTRACTOR DATE: PHONE: COMPANY: SIGNATURE: ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION DATE: PHONE: COMPANY: SIGNATURE: ADDRESS: STABILIZED CONSTRUCTION ENTRANCE, NAME: EARTH DIKES, SEDIMENT BASIN DATE: PHONE: = 2 CCnn m CD w O cn cn Z (L o>? DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: TIMING OF CONTROL MEASURES J Q Q a22 z AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND F' �' �' O wzz SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. o w w SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, m -1 -1 cr PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; STORM SEWER, UTILITIES AND AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A w 0 0 v BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES w w o PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. o w w �o� SEQUENCE OF MAJOR EVENTS: CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS Ln cr cr w 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT °C 2. EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS. (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY UJ 3. BEGIN BUILDING CONSTRUCTION. v o o SWFWMD STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 Tor a 4. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY. AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW w w co 5. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES. 000 6. STABILIZE PARKING LOT. FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT". �F°'°D�`O1'�"""T z 7. CONSTRUCT CURB, BASE AND ASPHALT. 8. COMPLETE FINAL SITE GRADING. ¢W>-w-ozm 9. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. MAINTENANCE INSPECTION PROCEDURES 10. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND Z; o a ® w oc7mwz° PLACE SOD AS NECESSARY. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES ; o w W o s m a w o ui ���� z NAME OF RECEIVING WATERS: THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT zz 0 z ul 0 a o U ' cow CONTROL: a J¢ o a a a o 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF POLLUTION REDUCTION CONTROLS 0.5-INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED , EROSION AND SEDIMENT CONTROLS WITHIN 24 HOURS OF REPORT. 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT O k� FENCE. STABILIZATION PRACTICES 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS 'a s vi SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED �-, w a Z ALTERED WITHIN A REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE WHEN IT REACHES 10� OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. p z �-� p DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, d MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND WASHOUTS AND HEALTHY GROWTH. 6 MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE `�7� PRpf APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR o ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. N OTHER APPROVED MEANS, NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A • N o 0 MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL V o °C o BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE NON -STORM WATER DISCHARGE ao 0 0 0 MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, _ °C co � o RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE w m MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED. AREAS OF THE SITE WHICH ARE TO BE PAVED WILL CONSTRUCTION PERIOD: " cc a o BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. 0 = 0 Z Cm a: 1. WATER FROM WATER LINE FLUSHING. �' o o o x o PERMANENT STABILIZATION - DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES a v = a > 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). N a m a Q SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES SHALL O CD C z 0 CD BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. z z_ o_ z_ STRUCTURAL PRACTICES z ~ } wZ�> NON -STORM WATER DISCHARGE > Z a o = EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO 0 z o c "' SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING J J cr FUGITIVE DUST. SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS THE CONSTRUCTION PERIOD: Q SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE c- CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT CONCRETE FERTILIZERS TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. DETERGENTS PETROLEUM BASED cc PAINTS (ENAMEL AND PRODUCTS AND FUELS J STORM WATER MANAGEMENT LATEX) METAL STUDS CLEANING SOLVENTS GLASS WOOD Q TAR MASONRY BLOCK W STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED SAND ROOFING SHINGLES O AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR STONE PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE SPILL PREVENTION a REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. MATERIAL MANAGEMENT PRACTICES SPECIFIED OTHER CONTROLS THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. WASTE DISPOSAL GOOD HOUSEKEEPING WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE �/� RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES MANUFACTURE. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. Cn ARE FOLLOWED. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND/LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE HAZARDOUS PRODUCTS FOLLOWED. THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT 0 IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, m MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. U) O W OFF SITE VEHICLE TRACKING PETROLEUM PRODUCTS 0 j ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE LL STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE IN= .% O THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURER'S m J z SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. RECOMMENDATIONS. ��^^ FERTILIZERS FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE T W APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A C COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE >= PLASTIC BIN TO AVOID SPILLS. m 7. PAINTS m = L ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE a DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' UJ LV INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR N DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR UPON COMPLETION OF THE PROJECT. O S H E E T N O wnwm umOr =mr'r /ulm 'A-1 /'3 GAUGE, ICOMPACTED BACKFlLL ELEVATION LiJ :NCE POSTS, . 12" INTO 1BRIC E FENCE CC MAX 6"CMS HSPACING). WITH /FILIERU STH COVER POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING o FILTER FABRIC: 1. MIRAFI 14ON OMPACTED FlLL FINISH GRADE BACK2. DUPONT TYPAR 3341 LOW 3. OR APPROVED EQUAL �------ EXTEND W2E MIN. OF 2 IN EMBEDpED FIL MIN. 88 INTO CROSS—SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MA SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTATION/SILT FENCE W/ WIRE SUPPORT N.T.S. PROPOSED TOP OF BANK -,,"",STORM PIPE Y z U. it 10 PROPOSED SWALE 6 10 I 0 0a. 0 ~ EXISTING SWALE EXISTING SWALE SILT BARRIER INSTALLED INSTALLED DOWNSTREAM OF PROP. DOWNSTREAM OF PROP. SWALE CONNECTION STORM PIPE EXIST. SWALE SILT BARRIER AT SILT BARRIER AT CONNECTION OF SWALE TO CONNECTION OF STORM PIPE EXISTING SWALE TO EXISTING SWALE IFILTER FABRIC GRA INLE I N.T.S. N.T.S. 1. SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES 3. STAPLE FILTER MATERIAL 4. BACKFlLL AND COMPACT TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. inP30066, m i— FILTER FABRIC °o°o°g°o°o°o°o°o°°° CONCRETE BLOCKS CONCRETE BLOCKS s°.s�os°Ms►o°° o � °o FILTERED °°oo z Ro t°°°O INLET ;• `000$ SEDIMENT FILTER :.. o°o° �°o°o °°°°R000'o SECTION lo000 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF r:• 40 INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. `''`_jog0.0 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH, 8-INCH, OR 12" BLOCKS. %% -5"5 ° °'° ° ° ° MIN. HEIGHT OF BARRIER 12 AND MAX. HEIGHT OF 24 °"° r° °°00000°°°°° 3.PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS. SEDIMENT 4.THE SEDIMENT FILTER SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE FILTER ROCK, BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW PLAN IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. BLOCK AND AGGREGATE INLET SEDIMENT FILTER N.T.S NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. WITHOUT WIRE SUPPORT N.T.S. MIN. TEMPORARY SEDIMENT SUMP N.T.S. X *4" WOOD FRAME F r •r � • ra- • •- • - • r r� ����� IIIIIIIIIIIIII .!�C���� SEDIMENT TRAP N.T.S. DROP INLE J WITH GRATE * FABRIC UNDER GRATE 3' MIN. " " �2 x 2 STAKE GA AT FABRIC EXTENDS 1' M NLa'/ Q SILT FENCE INLET PROTECTION F4 N.T.S. IF `r\I'm y 116.vv SUPPLY WHEELS GROUND ELEVATION \ 67 CU. YD./ACRE 2; 444.55 p t:1 H 5.0 4.5 ABRIC LGRAVEL** ORIOgUN ELEVAI SECTION A —A •* GRAVEL SHALL BE 2"-3" CLEAN STONE NGTH �IN FEET) EQUAL 6 X DRA NAGE AREA IN AC.) IVERSION DIKE F1 f �E Ic EXCAVATED AREA A OUTLET (PERSPECTIVE) TEMPORARY SEDIMENT TRAP N.T.S. Ll PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE ROTATE BOTH POST AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POST ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2/ Q�ATER SECTION A -A SPILLWAY .� r aL- i r-R r ABRIC 3S, SILT FENCE, 'PROVED METHODS IZE RUNOFF TO BASIN i 12' MIN NOTEi 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FL❑WING OF SEDIMENT ONTO PUBLIC RIGHTS-❑F-WAY, THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEAN❑UT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. 3, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INT❑ AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, TEMPORARY CONSTRUCTION ACCESS DETAIL AN ACF ENVIRONMENTAL PRODUCT (INSTALATION PER MANUFACTURER'S SPEC) S I LTSAC K N.T.S. A� f—GRAVEL FILLED SANDBAGS POD HEI PLAN VIEW NOTES SECTION A -A 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SLOPING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF 2. SANDBAGS OF EITHER BURLAP OR WOVEN GEOTEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY 3. LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PROVIDE A SPILLWAY FOR OVERFLOW 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY CURB INLET PROTECTION DETAIL N.T.S URB zaa Q¢� z z z oww (r WUU J J CC U (Laa 0 �200 co� W�Lu > 1 71 vvv LL1 �Z6c 000 rn ao n co �n v co c� Z ¢w>—w—Ozw o�mwza ��w¢O=m w J JLU r 0w0 ¢¢F-m > >v�°C� wC7r' QUJ z Q Y , � H Q ZOzwp0cTo 05 Er 0 cr a.. a o 0 N W ¢ U no Cn Z ¢ .6 N CC COTo 3:: 0 .4 U n J Q N r- d 0 = W N cr CU 00 Z v 0 CD 2 0 M ¢ w _ ¢ O N Go-C. LL Q C7 C7 ZC7 ato Z Z O Z 1= Z �- >- uj uj 15 > Z a� a� O�ac=i� W Z Z J J � U C.j G= U- Q W 0 N.T.S S H E E T N 0 z w 3 O Lu H 0 G O 2 rf O c a 0 w a 0 0 W m 0 z a m z a J a w w w S A SPECIFICATION REQUIREMENTS ON LAYER THICKNESS FOR TYPE m SP STRUCTURAL COURSES THE LAYER THICKNESS MUST BE CONSISTENT WITH THE FOLLOWING BOLLARD: THICKNESS RANGES: U) STANDARD 4" INSIDE uj DIAMETER STEEL FINE MIXES 0 z c/) a c/) a o » En REFER TO EXTERIOR FINISH TYPE MIX MINIMUM MAXIMUM z a Y Y SP-9.5 1" 1.5" Q Q SCHEDULE. SP-12.5 1.5 2.5 „ m m z 0 SP-19.0 2" 3" w z z p oww IZ IN ADDITION TO THE MINIMUM AND MAXIMUM THICKNESS REQUIREMENTS, cr w 0 0 0 NORMAL 40'-0" WITH 4' WIDE SIDEWALK SIDEWALK: THE FOLLOWING RESTRICTIONS ARE PLACED ON THE RESPECTIVE U) a III a III a o MAXIMUM 50'-0" WITH V OR WIDER SIDEWALK CONCRETE SIDEWALK WITH 3/411 d . • MATERIAL WHEN USED AS A STRUCTURAL COURSE: ] 0 6x6 W1.4xW1.4 a a d REFER TO ARCHITECTURAL PLANS FOR o uj ,..• :y. d. • .y d. • Ar SPACING SP-9.5 LIMITED TO THE TOP TWO STRUCTURAL LAYERS, TWO LAYERS MAXIMUM. w U) w cc �uw W or a A - T'. • • .. ° "' SP-9.5 MAY NOT BE USED ON TRAFFIC LEVEL D AND F °C APPLICATIONS. d w O d � O EXPANSION JOINT W STRUCK JOINT 6" ch CONCRETE FILL SP-19.0 MAY NOT BE USED IN THE FINAL (TOP) STRUCTURAL o o 6' MAX d ' LAYER. - T�0)CDI--cotAlt'C)NT z a w > - - o z cn ASPHALT COMPACTION REQUIREMENTS z } o a ®� w fill ' a, ° CONCRETE FOOTING zo It SP COARSE GRADED 90% IN ACCORDANCE TO FM 1-T 166 THICKENED SIDEWALK INTERFACE - sP FINE GRADED 93% IN ACCORDANCE TO FM 1-T 166 0 o j Lu i- o O J Z W T 0 LJJ 1/2" EXPANSION - ¢ w-O� m ���-WO,- ¢ Y H Q JOINT FULL DEPTH BROOM FINISH NTS r- TYPE III OR S-1 95% OF THE MARSHAL DESIGN DENSITY z 0 zz9 w 0 > ¢ V .- 1/411 -D/W 1211 �, o_¢0 v 0 cp 0 m w DIAMETE OR OTHER FDOT PROCEEDURE AS APPROVED BY THE ENGINEER. a o . G •. .. .. • .d '. •° • TYPICAL BOLLARD ASPHALT •d . , • d ': 0 °ea'• .. a • y • ... .a A. NTS • , .� : � • d • BASE .' p a • ', R1-1 EXPANSION JOINT STRUCK JOINT 2' STD. STOP \ �\ \ a ° o v v O .r \\ �� \\ ' \ n SUB -GRADE A. 6" fl 2"R HEAVY NOTES: ♦ d ... r , .. ' PAVEMENT SURFACE NORMAL DUTY Zo . 1. SIDEWALK EXPANSION JOINTS TO BEAT ALL TIES TO CONCRETE OTHER THAN sa•° %!: ASPHALT 1.51' 2.011 USE TYPE S-1 0 DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. w 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PRE `,° ° . • ° d ci v BASE 6" 8" LIMEROCK LBR-100, COMPACTED TO 98% OF AASHTO ■ ♦ V `" a O `n FORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. ' '' • T-180 OR CRUSHED CONCRETE, LBR-100, PER FDOT STANDARD U- c o cc a.' . ' SPEC 204-2.2, COMPACTED TO 100% OF AASHTO T-180 w m N co a- • = w N Q U Z c _j co O X C] FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO.300 SUB -GRADE 6" 8" LBR-40, COMPACTED TO 98% AASHTO T-180 co a M a < "D" O0CDzaCD zz0z� TYPICAL SIDEWALK TYPE CURB STOP SIGN DETAIL TYPICAL ASPHALT PAVEMENT SECTION W Z < Lu z��� NTS NTS NTS a- a � wzZ GENERAL NOTES: J 1. USE ACI OR FC&PA CERTIFIED FLATWORK FINISHER Q > U V 2. USE ACI 33OR-01 GUIDE FOR DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS U- 3. USE ACI 330.1-94 STANDARD SPECIFICATION FOR PLAIN CONCRETE PARKING LOTS UL 4. ALL CONCRETE USED IN PARKING LOT, UNLESS OTHERWISE INDICATED, SHALL HAVE A d . :• . "� D: COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. .. �. ' a' { ;•e . ' • • : .. �, ' : ' ' a.:; ..% • ! ::' ' , ' : •• ': °... H 5. PREPARE THE SUBGRADE IN ACCORDANCE WITH THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS FOR RIGID PAVEMENTS. SUBGRADE SOIL DENSITY TESTING MUST BE ': ° ' •' y :.. a •' ' • • DETECT,J��L� °' �: :♦ e J e • : a''• . d.'•, a ;'.. .• , _ •°. a 1'-011 COMPLETED AND VERIFIED BY THE GEOTECHNICAL ENGINEER PRIOR TO CONCRETE PLACEMENT. WARNING�SURFACE. . ' • ' • ' ' " .d ' Q •:... �. •,.• 1.' .° r. ,.• •:. :y a.:•.. •d II 6 II 2 H/C SIGN PER FDOT INDEX 13355 H/C STRIPING PER FDOT INDEX 17346 WHITE II 2 6. 7. 8. IMPORTED SOIL USE FOR BACK FILL SHOULD BE FREE OF HEAVY CLAY, SILTS, STONES, PLANT ROOT OR OTHER FOREIGN MATERIAL GREATER THAN 1 J' IN DIAMETER IN ORDER TO ACHIEVE ADEQUATE COMPACTION AROUND ANY FIXED OBJECT IN GROUND. ALTERNATE WILL BE TO USE FLOWABLE FILL. LAYOUT CONTROL JOINT BY STARTING WITH ANY DRAINAGE INLET WITHIN THE PAVEMENT SECTION AND WORK TOWARD EDGE OF PAVEMENT KEEP ALL JOINTS CONTINUOUS d •.:' •d ..uj ;' ' •' 0o-c oo °000°boo° ao°oo ' d.. 1 li MAX: ' ° o b°�8°v °g�0°q$ °go •.1.:12. MAX; a •'" '+ :.. °o°d°°O Q°°o°° o o°°o°o°Oo�o° * ' . •. j x • " : ° . ;' .' • 'd' °• •" •' ! o°a�°eo$ o°4o$Oo°000°000bg ' . ♦ ' :4 �. • ' . • . ;• .d O O O O O OOO9 °Y O 0000 • drot A . ' . , o ° oQon b o g o°ogo A ° : d • ' • .' .!. • ... : o'Oo°O O°O °bo°oQli°p°o obo .:. •, •:, •: ; �. �.. ° . ' d. . •. ° 000000000°�00°0 000o0 0 . . ;..' PARKING LOT/TRAVELWAY CL O _:...•.......�".`..,....,./,Jf.:.ry.,.,f.. PARKING BY % 6 JJ.4,J... '`lfb l %fi9'JJ t:/:.'.?y.H.:.s% J3 Jiff f:.;;:;fu...:..l.,.... vfv /,,..�/f fY F % ;.. ,. f r Ji .,) / ,.fr; .: ..; :�: :.:.. <;`<; ; :.. v;:, ,r :.,., :.f / <....<.....1 :......:.:...:r:;;'rr.;;'Y, ,n;.::5: 1�,:.r:r .J ..:�:;'rc ... J, ....,..,r,..,:1. F .f. f..:. .:.. .. .:.. .... ,: ... ..... ..:. ..............ter :.. .nJ';'^':..,.;r..;:c:s..Rr. :rf/J, <;:G:::):n J.'%r �................n,....J,...�.:..,...,:..�::,::�...:.<...:....N.::./.,.:.,:..:.:...,....................:::.::.<r...,.J.,Ji�f�.........,.:::.......:;::.....;...::.,. rsrr-;:-;.r.:.,.,...�;.,...:,...:,<.>,.,r.:rrN:....:.:....:..:.... ;% v! 9. CONTROL JOINTS SHALL BE FORMED OR SAWED WITHIN 12 HOURS FROM TIME OF PLACEMENT; A. SIDEWALK -SPACING SHALL BE SAME AS WIDTH OF PAVEMENT AND LESS THAN 5 FEET IN LENGTH I I I 6 5 MIN 6 •t r i T DISABLED ! f B. PAVEMENT -MAXIMUM SPACING SHALL BE 2.5 TIMES THICKNESS IN UNIT OF FEET AND LESS THAN 15 FEET IN LENGTH T=4 INCH SPACING AT 1 'xi ' (E.G.I s C o o� CURB RAMP DETECTABLE WARNING SURFACES SHALL EXTEND THE FULL WIDTH F THE RA O MP PERMIT ��� "` '" i�=.:'��' % 10. CURE CONCRETE IMMEDIATELY AFTER FINISHING OPERATION IS COMPLETED BY USING ONE AND IN THE DIRECTION OF TRAVEL 36" FROM THE BACK OF CURB. DETECTABLE WARNING ONLY 6" BLUE ;J '' r '"` OF THE FOLLOWING METHODS: WATER, PIGMENTED WATER -BASED CURING COMPOUND OR SURFACES SHALL BE CONSTRUCTED IN CONFORMANCE WITH U.S. DEPARTMENT OF JUSTICE 3/811 HOLES WITH HOLES s f" `"� r. »'�' `' •i�^�r 11. VISQUEEN AND BURLAP CONTRACTOR IS RESPONSIBLE FOR PROVIDING A JOINT LAYOUT PLAN AS A SHOP DRAWING A.D.A. STANDARDS FOR ACCESSIBLE DESIGN, A.D.A. ACCESSIBILITY GUIDELINES, SECTION DRILLED ON 1" CENTERS FULL LENGTH IN FULL LENGTH IN SUBMITTAL 4.29.2. co $250 FINE METAL POST. (MOUNT WITH: / 'S:i: �< ;% 1:12 MqX MAX 1:12 ;4.. F.S. 318.18 5/16" x 2 1/4" BOLTS, TOP AND CURBS: ♦'., :• .. .. •" , ti' , BOTTOM OF SIGN) Jt' 1. 2. ALL CURBING SHALL BE CONSTRUCTED OF CONCRETE THAT WILL OBTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS ALL CONCRETE CURBS SHALL BE SPACED WITH AFULL-DEPTH, �" WIDTH ISOLATION JOINT ' • .. :• %•° d 3. MATERIAL PRIOR TO PLACEMENT OF ADJACENT CONCRETE PAVEMENT THERE SHALL BE CONTROL JOINTS, EITHER TOOL OR PAVEMENT JOINTS, SECTION AA Q z SAW -CUT, MATCH UNLESS OTHERWISE SPECIFIED; JOINTS SHALL BE FORMED WITHIN 12 HOURS OF g PLACEMENT HANDICAPPED RAMP Q 0 A A 6" BLUE 6" BLUE J "°' f O, n w w 4. 5. ALL CURB ENDS THAT DO NOT TIE INTO OTHER FACILITIES SHALL TRANSITION DOWN TO PAVEMENT GRADE IN 24 INCHES CONSTRUCTION JOINT SHALL BE TIED WITH A No.4 TIE BAR EXTENDED 6 INCHES INTO EACH CURB SECTION AND SHALL BE SPACED WITH A FULL -DEPTH J' WIDTH ISOLATION JOINT NTS a O V J J f CD MATERIAL J CONCRETE PAVEMENT LL 61 12" PAINT WHEEL STOP HIGH I' W 5/8 %% >< WHITE hf> ;;. r' N;� c . a dG a VISIBILITY YELLOW .. •. ♦' 'tl . •' ... A. d' ♦ •' .A dam• = W n I 11 CONCRETE.: ".�r-rJ: %'°% `%fir 6 WHITE ,�:� r r .. : . :� ; #4 BAR 18" LONG >= T FOOTING SIGN DETAIL N.T.S f ..J.. ' �s/i,�Aej ; COMPACTED SUBGRADE D =PAVEMENT THICKNESS W W Ds= COMPACTED SUBGRADE THICKNESS 511 N METAL POST WT. OF BLANK POST SHALL BE 2-2 1/2"#/F7. 12' 5' SECTION A -A r r v • d ` c° PAVEMENT SURFACE O NORMAL DUTY PAVEMENT � ' �''� �• ' ' PROVIDE 5.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF H/C SIGN PER FDOT INDEX 17355, FTP-20-06 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 & FTP-22-06 HEAVY DUTY PAVEMENT S PROVIDE 6.0 INCH (D) JOINTED PLANE CONCRETE PAVEMENT ON TOP OF 12" COMPACTED SUBGRADE (Ds) 98% AASHTO T-180 H E HANDICAP PARKING SIGN DETAIL HANDICAP PARKING PAVEMENT MARKING TYPICAL CONCRETE PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP T N NTS NTS NTS NTS 0 Z6* dia Steel bollards f o conc. Filled (typ) 101, so I oX is 1 _o C. Max j I dearance rnin. 4! min.T_ I Page It j s>>irin9 gate (typ.) ELM drop pin hole Or.) NOTES: 1.) WALLS New construction: maximum 6' 0" high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. 2.) FOOTINGS 8"X16" concrete w/ 2 - #5 continuous rebar embedded. 3.) CONCRETE SLAB Monolithic, min. 6" thickness w/ imbedded Fx6" / 10x10 welded wire fabric (W.W.F.), 3000 p.s.i. with fiber mesh reinforcing. 4.) CONCRETE FILLED CELLS With 1 - #5 vertical rebar tied to footer steel at each comer and every 4` o.c. 5.) GATES Constructed of min. 1-1/2" diameter galvanized tubular steel w/privacy-type slats inserted in galvanized steel mesh fabric, hinge -mounted on min. 3" diameter galvanized steel post. (Cates and post constructed and installed per applicable building code by licensed fence constructor). 6,) DROP PIN 1/2" dia. 18"' long metal rod gate latch. Provide V4" dia, hole 6" into concrete for rods. In asphalt provide a 3f4" p.v.c. sleeve, 6" long, or equal. 7.) SOIL Soil bearing capacity to be at least 2,500 p.s.f. 8.) BOLLARD 3'-6" high, 6" diameter steel pipe bollard with concrete, painted traffic yellow, imbedded 3`-0" deep in 18" concrete foundation. (See Detail) 611 14" Tie beam with 1-#5 rebar continuous 1 2' ClE�1I"ance rrirrl. 6� S" Wx 16" concrete floating w/ 2— #5 rebar (typ.) AEN.I �3E i � ! 11PP. drop pin (typ-) CONCRETE MASONRY WALL CONSTRUCTION gate (typ.) 1 —#5 at 4` center 3000 p.s.i. concrete slab with fiber mesh reinforcing -- monolithic, min fi" thicicness, f" "/ 1000 W.W.F. CITY OF ZEPHYRMILLS, FLORIDA PUBLIC WORKS ADMINISTRATION Materials, construction and quality control of masonry shall be in accordance with applicable Florida Building Code / Local Cade Minimum Standards. 1. All reinforcing steel shall be deformed bars conforming to ASTM A-615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with a vertical core, it shall not be sloped more than one horizontal in six verticals (1:6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-Wall (or equivalent) at 16" o.c. 4. Hollow Load — bearing Concrete Masonry Units shall be normal weight conforming to ASTM C-90, with a minimum compressive strength of 1,900 p.s.i. 5. Mortar shall be type M or S, in accordance with ASTM C-270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASTM C-476, with a maximum aggregate size of 3/8", 8d' to 10" slump, and a minimum compressive strength of 2,500 p.s.i. at 28 days. 7. Minimum 3" x 3" clean -out holes (saw -cut) are required at the bottom course of all cells to verify grout placement. Clean -outs shall be sealed after masonry inspection — provided in accordance with ACI 531-4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater than 112", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated With flexible cable vibrator. First grout pour shall be stopped a minimum of 1-1/2" below the top of the middle bond beam masonry. PLAN 3 2 1/4" 3 3/4" SECTION NOTES: FOR ADDITIONAL DETAILS SEE FDOT INDEX NO 201 & 232. MODIFIED FOR H-20 LOADING ' OF FDOT INLET TYPE "C" NTS BUILDERS FELT PVC CO PLUG & CO FITTING PVC PIPE STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER USF 7610 HANDHOLE RING & COVER CONCRETE PAD 16" SQ X 4" THICK IN UNPAVED AREAS �— 4" ROCK BASE 450 EL 450 WYE CLEANOUT NTS ELEVATION 2'-0" ABOVE TOP OF PIPE. CUT-OFF SHEETING IF REQUIRED. ELEVATION TOP OF PIPE OR HYDRAULIC STRUCTURE BEDDING AND BACKFILL WITH SELECTED MATERIALS TO BE PLACED AND COMPACTED IN 6" LIFTS UTILIZING METHODS AND EQUIPMENT APPROVED BY THE ENGINEER. PIPE BEDDING TAMPED AND COMPACTED — NATURAL GROUND OR SUBGRADE r BACKFILL TO BE COMPACTED TO 100% T-99. LIFT THICKNESS MAY VARY DEPENDENT UPON MATERIAL, EQUIPMENT, AND COMPACTION METHODS USED, BUT IN NO CASE SHALL EXCEED 12". DENSITY TESTS TO BE TAKEN IN ACCORDANCE WITH THE GOVERNMENTAL AGENCY HAVING JURISDICTION, OR AS MAY BE REQUIRED BY THE ENGINEER. 6" MIN - 12" MAX 12" DIA AND UNDER 12" MIN - 18" MAX OVER 12" DIA BOTTOM OF EXCAVATION NOTE: FOR TRENCHES IN PAVED AREAS OR AREAS TO RECEIVE NEW PAVEMENT, SEE PAVEMENT SPECIFICATIONS. TYPICAL TRENCH SECTION NTS 1' PC OR PT OF RADIUS RETURN EDGE OF 45 I OQO'36 THRU-LANE o� G SAW CUT FULL DEPTH OF EXISTING ASPHALT I SAW CUT APPLY PRIME OR TACK J MATERIALS AS NECESSARY PC OR PT OF RADIUS RETURN NEW SURFACE NEW BASE rr�nr nr rv�nT nw�irurur CONNECTION DETAIL AT EXISTING ASPHALT PAVEMENTS NTS zaa Q Ir Q�< Z o wZZ aww a WUU U a_ a. 0UJ o aCDco W�i�w E14¢oo oc 19t w o �°T° w ao co a 000 rn ao n cc �n v co N �- Z a a J v >- UJ oc7mwZaM 19WQO�m 0J O apccW�no > �H0Q OS aLV Z 0) FLLJ — Q ~Wc�� 8O<Ou-n O Z�0ircr a`1 2 V T O 0 o 'O CO F CC a o 0 N wQ � 91 Z O tJi 00 cc cc O 3p cU co cl = W N CC i U criGo Z v U CC 40 cc 0x0 N a C7 d L¢L Q O'UU' ZG7N ZZOZFD FEFP5: WZaW Z i o 2 U a co W Z Z Oct J J CC U j u- U_ Q Cr. H Q UJ � O a N a Z 7j E E T 10 N 0 Page 3 of 3 i W O co cn Z n. a 0 > > J Q Q Q M M Z W z z oww a 1=-i-i WUU CC U F CD CC Cr ED W �- a a c 0(nU) Lu cr cr iu — — co— UJ 0 o O co O W O r � (n CO f� CO Lo 't' co C\l Ld ¢w>—Cn—Ozcn � oc7mwzd zi w-J ¢ o Lu u'7 F❑ <OCcw5509,- H f- 0 co W z Y H Q � Lij ZOzwp0co g C 0 y" Hacrcc OQ 0 V 0 M {{/ n°C a o PLANT LIST SYM. QTY. BOTANICAL/COMMON NAME SIZE PM 7 PODOCARPUS MAC ROPHYLLUS/PODOCARPUS 6' HT. X 2.5' SPD. TREE FORM QV 8 QUERCUS VIRGINIANA/LIVE OAK 3" CAL. 10' HT X 4' SPD. UA 4 ULMUS ALATA/WINGED ELM 3" CAL. 10' HT. X 4' SPD. IVS 35 ILEX VOMITORIA 'SCHILLINGS'/DWARF YAUPON HOLLY 3 GAL. 14" X 14" LC 15 LOROPETALUM CHINENSIS 'RUBRUM'/LOROPETALUM 3 GAL. 18" X 18" VO 92 VIBURNUM OBOVATUM 'WALTERS'/WALTER'S VIBURNUM 3 GAL. 18" X 18" LEG 637 LIRIOPE 'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL SOD TBD ARGENTINE BAHIA SOD TBD ST. AUGUSTINE 0 N W01 Q ri) CD 0 Lt! Z ¢ LL C> N O LL CA Cc � o co O ~ 4 C.)n J cr-N U = W N Q O M coZ �� coJ CO O X M Q d S Q> O N d M a. L.L. Q C'3U' ZU` CD Z_ Z_ O_ Z_ FD �ZF>- WLu > Z_ J Q cr- CL O d Cn W Z Z J J Q cr U j u- LL Q cr H J Q W � O a a. At Z g CL CL U 0 Z g S H E E T N 0 11 c"M S N x x a 0 CU a 0 x 0 0 'a 0 x LL z 0 N U) x w IL a rn z J a w 00 w x PART 1.0 GENERAL 1. 1 DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREES, SHRUBS AND 50D IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. 1.2 DEFINITIONS A. "FINAL ACCEPTANCE" SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH -LIST ITEMS, TO THE 5AT15FACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL 15 INSTALLED AND CONTINUE FOR A TWELVE (1 2) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE (1 2) MONTH MAINTENANCE PERIOD. D. "NURSERY -GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LE55 THAN 2 YEARS. E. "HEALTHY, VIGOROUS CONDITION" SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT IS BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLORO515 AND ARE GREEN IN COLOR. SHRUBS SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 1.3 QUALITY ASSURANCE A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE. ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SPECIFIED ON THE PLANS. B. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT LISTED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED. C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. D. PLANT SELECTION SHALL COMPLY WITH 51ZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY" OR "FLORIDA # I ". E. SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID. F. TREES, SHRUBS AND GROUNDCOVER5: PROVIDE TREES, SHRUBS AND GROUNDCOVER5 OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT. PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, SUN -SCALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. G. THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY ASSURANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. H. LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 1.4 SUBMITTALS A. AWARDED BIDDER MUST SUBMIT CERTIFICATES OF INSPECTION, ANALYSES FOR 501L AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES- 1. MULCH 2. TOP501L 3. PRE -EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL 1.5 JOB CONDITIONS A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. AWARDED BIDDER 15 RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE" (800-G38-4097) 48 HOURS PRIOR TO BEGINNING WORK. C. AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DESICCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN M05T INSTANCES, THIS MEANS DAILY IRRIGATION. D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G., UTILITIES, 501L STRATA, DRAINAGE, AND 51GHTLINE5, PRIOR TO INSTALLATION. CONFLICTS SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY'S GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATIONS". AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS. F. AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITH I N TH E SCOPE OF WORK. REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING � HANDLING 2.1 TRANSPORTATION A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING. TREES SHALL BE SECURED IN THE TRUCK 50 AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED. B*B TREES SHALL HAVE THEIR ROOT BALLS SHRINK-WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREES AND SHRUBS SHALL BE SHIPPED TO THE SITE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE TARP. B. DELIVER SOD WITHIN 24 HOURS OF BEING HARVESTED. DO NOT DELIVER MORE SOD THAN CAN BE LAID WITHIN A 24 HOUR PERIOD. 2.2 UNLOADING AND HANDLING TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY. CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS IN51DE THE CONTAINER. TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BURLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREES SHALL NOT BE HANDLED BY THE TRUNK. 2.3 HOLDING TREES AND SHRUBS AT THE PLANTING 51TE IRRIGATE TREES AND SHRUBS AS SOON AS THEY ARRIVE AT THE PLANTING SITE. AFTER PLANT MATERIAL IS UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED B*B TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREES A. NURSERY STOCK SHALL MEET THE MINIMUM DIMEN51ONS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL AS DESCRIBED ON THE LANDSCAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE. TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. B. CALIPER MEASUREMENT SHALL BE TAKEN SIX (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LESS. TREE5 GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE (1 2) INCHES ABOVE GRADE. C. FIELD -GROWN TREES AND PALMS SHALL BE NURSERY -GROWN AND HARDENED OFF (PRE -DUG) FOR A MINIMUM OF 51X (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY -GROWN. D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION. TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED. E. ROOT BALLS OF FIELD -GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP. CONTAINER TREES MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MUST BE APPROPRIATELY PROTECTED FROM DESICCATION. TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL BE REJECTED. THREES WITH SYNTHETIC BURLAP WILL NOT BE ACCEPTED. F. THE TIP OF THE FIRST MAJOR ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL. IF THE FIRST ROOT 15 DEEPER THAN THIS, THE TREE WILL BE REJECTED. G. CONTAINER TREES SHOULD HAVE FEW, IF ANY, ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. 5HRUB5 A. PROVIDE 5HRUB5 AT THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. ALL SHRUBS MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. aWeli1mexaleff A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD LISTED ON THE LANDSCAPE PLAN. O A. PROVIDED STRONGLY ROOTED SOD, NOT LE55 THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE (1) INCH OR LE55 PRIOR TO LIFTING FROM THE FIELD, AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE 50D ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. B. PROVIDE SOD OF UNIFORM PAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED. 50D PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 10% OF PAD WILL BE REJECTED. 3.2 ACCESSORY MATERIALS A. REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCESSORIES SPECIFICALLY USED ON THI5 PROJECT. B. BACKFILL 501L SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL. NO 501L AMENDMENTS ARE NECESSARY. 501L IN 51DEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL SPACES TO BE REPLACED WITH NATIVE TOPSOIL TO IMPROVE CONDITIONS. ALL CONSTRUCTION DEBRIS, ROCKS, STICKS, LIMEROCK, SHELL, ECT. ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA. C. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N- I P-3K (+MG FOR PALMS ONLY) D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E.G. MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRIS. ALTERNATIVE PRODUCTS, E.G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRESS MULCH WILL NOT BE ACCEPTED. E. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RON5TAR" OR APPROVED EQUAL AT LABEL RATE. F. TREES SHALL BE SECURED U51NG THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). G. PALMS SHALL BE BRACED AS SHOWN. NO NAILS, SCREWS OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK. PART 4.0 EXECUTION 4.1 GENERAL A. AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GROUNDCOVER5 IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAPE PLAN. B. COMMENCEMENT OF WORK: WORK UNDER THI5 AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUSINESS -LIKE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED. SUNDAYS, SATURDAYS, HOLIDAYS AND STOPPAGES DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY THE CUSTOMER SHALL BE EXCLUDED. 4.2 INSTALLATION TREES, PALMS AND SHRUBS A. ALL LANDSCAPE MATERIAL 15 TO BE PLANTED IN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS. GOOD HORTICULTURAL PRACTICES MUST BE OBSERVED. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL SHRUBS ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE SPRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB 501L AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LESS (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE SO THE TOP -MOST ROOT 15 EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING 501L OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED 501L TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD 501L TO THE BOTTOM OF THE HOLE UNTIL THE WATER 15 COVERED. PACK THE ADDED 501L FIRMLY. PLACE THE ROOT BALL ON THI5 PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN 501L SIMILAR TO 51TE 501L TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER CREATED) SHALL BE AT LEAST 51X TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL 51DE OF THE TREE. 51TE SOIL WILL NEED TO BE ADDED ON THE DOWNHILL SIDE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE SOIL BERM TO HOLD WATER. THE AMOUNT OF SOIL ADDED ON THE DOWNHILL SIDE WILL DEPEND ON THE SLOPE AND SIZE OF THE ROOT BALL. D. REMOVE ALL WOOD, PLASTIC, OR GRO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINISHED LANDSCAPE GRADES AND PLUMB TREES SO THE TRUNK 15 VERTICAL. BACKFILL FIELD SOIL AROUND SIDES OF ROOT MA55 AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLONS OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL. E. PROVIDE A 2-3" HIGH 501L BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, 15 TO BE AT EDGE OF ROOT BALL. ALTERNATIVELY, COBRA EDGING 15 TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-SPECTRUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. G. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE SOIL SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. H. ON TREES UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (8) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BEDS ARE TO HAVE A MINIMUM OF 3" OF MULCH. I. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER. GROUNDCOVER A. SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN. B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK 501L AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS. C. MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LE55 THAN 3" OF MULCH. amliUPjIll A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT 15 IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. B. REMOVE FROM WORK 51TE ALL EXCESS MATERIAL5 (E.G., SOIL, DEBRIS AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. C. PRUNING: IF THERE 15 A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND 15 AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE SHRUBS TO RETAIN NATURAL CHARACTER. D. REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. 4.3 ACCEPTANCE A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF TH05E ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE -INSPECTION TWO (2) WORKING DAYS IN ADVANCE. 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE (1 2) MONTHS AFTER FINAL ACCEPTANCE. B. MAINTENANCE SHALL INCLUDE BUT 15 NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PESTICIDES NECESSARY TO MAINTAIN PLANTS IN HEALTHY CONDITION. 1.) RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. 2.) RESTORE SOIL BERM AND MULCH LAYER. 3.) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4.) CORRECT DEFECTIVE WORK. 5.) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE (1) WORKING DAY FROM NOTIFICATION. G.) MAINTAIN MULCH SURFACE WEED -FREE. C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, AND FRONDS WITH A PETIOLE THAT DROOPS BELOW HORIZONTAL. DEAD FRONDS ARE THOSE WITH LE55 THAN 50% GREEN TISSUE. ONLY THOSE FRONDS WITH PETIOLES DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) SHOULD REMOVED. ALL SEEDPODS ARE ALSO TO BE REMOVED INCLUDING THOSE ORIGINATING AMONG REMAINING FRONDS. D. THE CONTRACTOR IS ENTIRELY RESPONSIBLE FOR THE IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- (1 2) MONTH WARRANTY PERIOD. E. UPON SATISFACTORY COMPLETION OF MAINTENANCE PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE COMPANY WILL A55UME MAINTENANCE RE5PON5113ILITIE5. F. ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE SHALL BE REMOVED 12 MONTHS AFTER PLANTING. NOTES ON IRRIGATION 1. DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK CALIPER. 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. TO ONE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3. AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRU N K CALI PER TO TH E ROOT BALL. APPLY IT I N A MANNER SO ALL WATER SOAKS INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL 15 WET/SATURATED ON THE IRRIGATION DAY. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. Lu O cn cn i zCLd QCCcr Q22 z z z W U w W d CC W J U J U Fr C) CLIL o cwn cwn cc T T T W T o T �6co8 o Coo CA co f,- Co to 19T Ch N Z mw>-w-ozw ¢Q _j v >- oc J d �C7mwza- �¢w c o It J Tp w >o5��ora; z w H Q wor ¢Y T �0xEa00 3 U 8 MLii �� CC cr o a (L 0 N W Q �o cn cc0 Lo cn N Z o LL c6 2 cr ;o co C) 3: U cli= LJJ N cr. Z -U CD-J 0X ON d Ch LL LL. Q zz0zFD ar z i= >- Ll W Z L zacrat c7 a.. ccnn 0 wzZ Q J J li >_ F LL o� F- J Q W a C. D Z Lok S H E T 12 N 0 r Y W C 2 2 } cr � � m H MARK BOOKER p q- SPACING CLA5 SHOWN q- LOOSEN ROOTS IF THEY Q Q HAVE BECOME ROOTBOUND Q m m z ON PLANS IN CONTAINER w z z 0 FINISHED GRADE a Q Q a 3" MULCH o w w a 0� D �� CC w 0 M oc Mzr �� am 3" EARTH SAUCER FINISHED GRADE w w W �aa o ' 2-PLY REINFORCED o w w RUBBER HOSE > > ujww 3" MULCH rry cl GROUNDCOVER PLANT BACKFILL v v � 501L PLANTING MIXTURE 211 X 211 2-PLY REINFORCED o Q TYPICAL 5 H RU B DO NOT APPLY MULCH FROM WOOD STAKE RUBBER HOSE 000 � JUTE OR OTHER T�McoI­(DLna,cf�N� GROU N DCOVER PLANTING DETAIL THE INNER HALF OF THE ROOT JUTE OR OTHER BIODEGRADABLE TWINE z BALL TO THE TRUNK BIODEGRADABLE TWINE mw>-cn-ozcn PLANTING DETAIL DO NOT APPLY MULCH FROM FLAGGING TAPE THE INNER HALF OF THE ROOT 3" MULCH a a _' v BALL TO THE TRUNK 3" MIN. SAUCER _ m w Q �C7mwza 3" MULCH Qm�wco pom of O W 3 MULCH y, :w, ��w�°m' z W Q 8' II I.:,� 1:t� �Yi ;,tv;� O=OZwLLoco Y 0 FINISH FINISH GRADE ;' o m a a o o o GRADE y m a a O G r wt': i+�•irrs r� fs 'f•'i' iy. ..5°. }:.. ,C'a ,•.,-.c :.i:••:. /•t ..�. +, CC Q r • 3r Y. •"• q99% """�: r ,:,-:, :.r�•�: �¢: •,.Ys•• '� �.. ,•fr:.. �.;.�•r � ,` �!~ 311 EARTH BERM •'' 2 X 2 X 24 WOODEN FINISH ' "`�= -'c#�� BACKFILL bil REMOVE BURLAP STAKE OR METAL x...,a : DEADMAN ANCHOR GRADE zn y�:�:c,: — _ FROM TOP I/2 OF BURIED /DRIVEN ''�,J ?;�•`•�• 3" EARTH BERM ROOTBALL INTO GROUND112 LOOSEN TOP 112 OF 'i= i=;;a�.; _ " =tip'; «:. - . ..t�t.+;'...aa=:� k ;a•=.. 2D BACKFILL a, 3" MULCH OVER BURLAP REMOVE TOP I/3 OF ROOTBALL SUPPORT • 2 N G SOD PLANTING AREA MULTI TRU N K TREE PLANTING DETAIL W T' Q TREE STAKING DETAIL a `= z a°A. o BACKFILL NOTE: STAKE TREES ONLY AS NEEDED 4 PLANTING AREA I/2 D D NOTE: STAKE TREES ONLY AS NEEDED 3" 411 NOTE: PLANT TREE SLIGHTLY NOTE: USE DETAIL ABOVE ORIGINAL GRADE TO ON THE SHRUB BEDS ALLOW FOR SETTLEMENT. N NEXT TO GRASSED AREAS WATER TREE IMMEDIATELY AFTER PLANTING. (n a ■ oo � TREE PIT DETAIL Q o 6 N LAWN/PLANTING AREA Z �" ° cc �o �4P cc a - EDGE DETAIL J cli= W N CC O m Colo Z G OJcc OX CII3— N d C^� d L¢L Q Ocl) ��z�� Z Z O Z 6 a: z — >- - W z Q W Lu z J Q d Cl) CD W Z z Q J J � Ir U j LL W Q Q H Q W � O a (L C� OC a a�c/) a� o Q ~ p J ,w n J W Oct J Q � U >m- � p J = Z _ a W W N O S H E E T 13 N 0 EXISTING RIGHT IN RIGHT OUT ACCESS EXISTING RIGHT IN RIGHT OUT ACCESS I I I I PROPOSED SIGN (5'xl5' ON 3' BASE) `i I -- o 0 0 0 o j o j o 0 7,453 SF ONE STORY BLDG MIN FFE = 105.67 NAVD 88 CONTRACTOR TO COORDINATE d CONTROLLER LOCATION WITH OWNER, ARCHITECT, AND ELECTRICIAN (TO PR❑VIDE ELECTRIC FEED TO CONTROLLER); FINAL LOCATION OF CONTROLLER SHALL BE VERIFIED WITH THE OWNERAND THE r— CONTRACTOR PRIOR TO PAVEMENT AND BUILDING WORK, K CONNECT TO EXISTING IRRIGATI❑N METER EXISTING � FULL ACCESS Cj \' PROPOSED SIGN (5'x15' ON 3' BASE) NOTE: NOT FOR C❑NSTRUCTION. THESE PLANS ARE FOR PERMITTING ONLY, IRRIGATION CONTRACTOR TO PR❑VIDE FINAL DESIGN, SIZE PIPE, PR❑VIDE CONTROLLER LOCATIONS, IRRIGATION ZONES AND SPECIFY MATERIALS, NOT ALL IRRIGATION PIPE SLEEVES SHOWN FOR GRAPHIC CLARITY, ALL IRRIGATION PIPES TO BE INSTALLED WITHIN PROJECT BOUNDARY AND LANDSCAPE AREAS, ALL IRRIGATION PIPES TO BE SLEEVED UNDER PAVEMENT AND WALKWAYS, T-P. IRRIGATIIN KEY SYM, ANGLE PA TURF SPRAY, 6' P❑PUP WITH CHECK VALVE 90 0 TURF SPRAY, 6' P❑PUP WITH CHECK VALVE 180 • TURF SPRAY, 6' P❑PUP WITH CHECK VALVE 360 ADJUSTABLE FLOW BUBBLER, 112' FIPT, 360 STAINLESS STEEL SCREW ADJUSTMENT TEMPORARY ADJUSTABLE FLOW BUBBLER, 112' FIPT, 360 `> STAINLESS STEEL SCREW ADJUSTMENT LANDSCAPE DRIPPERLINE WITH ,6 GPH EMITTERS AT 12' ❑,C. WITH CHECK VALVE, PRESSURE COMPENSATION, 14,7 PSI MIN, TO 50 PSI MAX, DRIPPERLINE LATERALS SPACED AT 18' APART, WITH EMITTERS OFFSET IN TRIANGULAR PATTERN CONTROLLER, 20 STATIONS, OUTDOOR MODEL ❑ELECTR❑MECHANICAL WITH METAL CABINET 0 RAIN SENSOR, WITH CONDUIT INSTALLATI❑N, MOUNT IN AREA NOT UNDER ROOF OVERHANG - - - - TEMPORARY IRRIGATION LATERAL LINE: Cl 200 PVC IRRIGATION LATERAL LINE: Cl 200 PVC — — IRRIGATION MAINLINE: Ci 200 PVC PIPE SLEEVE: PVC SCH 40, PIPE SLEEVE SIZE SHALL ALLOW FOR IRRIGATION PIPING AND THEIR RELATED COUPLINGS TO EASILY SLIDE THROUGH SLEEVING MATERIAL, EXTEND SLEEVES 18' BEYOND EDGES OF PAVING OR CONSTRUCTI❑N W W O co U) zaa I cc: cc z z O �o IIIz III w �_ W U U U �aa o 0 co U) Www CDcccc cr- w 000 0)ODf-COIn� MNr Z Ctw>—m-0zo ¢Q _j a >- r 0 7mwzam wJ Q W O W >oww00- t— z��°Caa00 O O co CLi o a a G N W H 0 � Z Q 0 Cn N OlL ��m �� 00coo �0 n J m N 0= W NCi U co Z v o —j co o x o cr)< =Q> N LL Ch a-LL O Q 0C-00CD Z_ Z_ O Z_ C C Z H > W Z > Z_ CL CL C7 a CA W Z Z u- Q cc H Q W N � O a � Q Q � CL z o g 0 J CL LL m cl) o H J � � J a o�_C � N s H E E T N 0 14 �I�I5I m I W 2 a p vi L e I) THE DRAWINGS ARE DIAGRAMMATIC. THE CONTRACTOR SHALL BE EXPECTED TO MAKE TH05E MODIFICATIONS IN THE FIELD TO REACT TO ACTUAL FIELD CONDITIONS, WITHOUT DEPARTURE FROM THE DESIGN CONCEPTS OR INTENT. 3) MATERIALS AND EQUIPMENT OF EQUAL TO OR BETTER THAN MAY BE SUBSTITUTED PROVIDED THE RECOMMENDED MANUFACTURERS SPECIFICATIONS ARE MET FOR QUALITY, PERFORMANCE, INSTALLATION AND WARRANTY, ETC. PROVIDED THE DE51GN INTENT OF THE IRRIGATION PLANS REMAIN IN FULL COMPLIANCE WITH THE AFOREMENTIONED FLORIDA IRRIGATION SOCIETY STANDARDS AND SPECIFICATIONS. 4) ALL WORK SHALL CONFORM TO ALL APPLICABLE REGULATIONS AND CODES FOR THE LOCATION OF THE WORK. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS IN ORDER TO COMPLETE THE WORK. 5) DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT 15 OBVIOUS IN THE FIELD THAT CONDITIONS EXI5T THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DE51GN PROCESS. FOR EXAMPLE: OBSTRUCTIONS, GRADE DIFFERENCES, WATER LEVELS, DIMENSIONAL DIFFERENCES, ETC. REFER TO THE LANDSCAPE PLAN TO AVOID CONFLICTS WITH PROPOSED TREES AND SHRUBS. G) PIPING MAY SOMETIMES BE INDICATED AS BEING LOCATED IN UNLIKELY AREAS: I.E. UNDER BUILDINGS OR PAVEMENT, OUTSIDE OF PROPERTY LINES, IN LAKES OR DITCHES, ETC. THI5 15 DONE FOR GRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPING 15 TO BE INSTALLED IN OPEN, "GREEN" AREAS. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. 7) IF REQUIRED, THE IRRIGATION CONTRACTOR SHALL PROVIDE THE NECESSARY "RIGHT OF WAY' U5E PERMITS. 8) MAINLINE SHALL BE INSTALLED WITH A MINIMUM OF 18" DEPTH OF COVER. 9) LATERAL LINES ARE TO BE INSTALLED WITH A MINIMUM OF 1 2" DEPTH OF COVER. 10) ALL WORK SHALL BE CLOSELY COORDINATED WITH THAT OF OTHER TRADES, IN ORDER TO AVOID POTENTIAL CONFLICTS. REFER TO LANDSCAPE AND UTILITIES PLAN WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDERGROUND UTILITIES. 1 1) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULLY GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK WHETHER OR NOT SUCH ITEMS ARE SPECIFICALLY INDICATED IN THESE DOCUMENTS. 1 2) THE CONTRACTOR SHALL PREPARE AN A5-BUILT DRAWING ON A REPRODUCIBLE MEDIA (MYLAR OR SEPIA) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAIN LINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. WIRE DIRECTION SHALL BE INDICATED. 1 3) ALL HEADS SHALL BE THE PROPER TYPE FOR THE AREAS WHERE LOCATED AND SHALL BE INSTALLED, PLUMBED, AND TO THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FROM ALL HARD5CAPING TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 14) CONTROL WIRING SHALL BE ROUTED WITH THE MAINLINE WHEREVER POSSIBLE. LOW -VOLTAGE WIRING SHALL BE UFC# 14PVC JACKETED, SINGLE CONDUCTOR CABLE, USE RED WIRES FOR "HOT" AND WHITE FOR VALVES. COMMON WIRES SHALL BE INSTALLED WITH ADEQUATE SLACK AND 5URGE/EXPAN5ION LOOPS; AND SHALL BE SPLICED ONLY IN VALVE BOXES U51NG SPEARS "DRIPLINE" WIRE CONNECTORS AND SEALANT. 1 5) UNLESS OTHERWISE INDICATED, ALL SLEEVES ARE TO BE PVC SCHEDULE 40 AND TWO (2) NOMINAL SIZES LARGER THAN THE PIPE TO BE SLEEVED. FOR EXAMPLE: THE SLEEVE FOR A 2" PIPE SHALL BE 4". NO IRRIGATION SLEEVE SHALL BE SMALLER THAN 2". I G) WHEREVER PRACTICAL, INSTALL VALVES IN MULCHED BEDS AND/OR OUT OF HIGH TRAFFIC AREAS. ALL VALVES, FLUSH VALVES AND WIRE SPLICES SHALL BE INSTALLED IN CARSON STRUCTURAL FOAM "PLASTIC" VALVE BOXES WITH "PURPLE' LIDS AS FOLLOWS: a) REMOTE CONTROL VALVES: # 1 41 98-1 2 STD. RECT. BOX I?) ISOLATION GATE VALVES: #910-1 2, 1 C" ROUND PIT C) WIRE SPLICES: #9 10- 12, 10" ROUND PIT DRIPLINE NOTES 1 7) REFER TO VALVE DESIGNATION SYMBOLS FOR CONTROLLER, STATION NUMBER AND DESIGNED FLOW RATE FOR EACH REMOTE CONTROL VALVE. 18) ALL 24 VOLT CONTROL CABLE TO BE UL LISTED, SINGLE STRAND, TYPE OF GOO VOLT CONTROL CABLE. 51ZE AND COLOR AS FOLLOWS: a) COMMON WIRES - SIZE AWG # 14 OR LARGER AND WHITE IN COLOR. b) HOT WIRES - SIZE AWG # I G OR LARGER AND RED IN COLOR. c) SPARE WIRES - 51ZE AWG # I G OR LARGER AND BLUE IN COLOR. 1 9) ALL SPLICES TO THE 24 VOLT CONTROL WIRING SHALL BE MADE WITH KING TECHNOLOGY (KING G) SILICONE -FILLED SAFETY CONNECTORS. 20) ALL CONTROL VALVE WIRES SHALL BE BUNDLED AND TAPED TOGETHER AT 20' INTERVALS AND PLACED ALONG THE 51DE OF THE MAINLINE PIPE. 2 1) ALL POP-UP SPRINKLER HEADS SHALL BE INSTALLED LEVEL AND FLUSH TO GRADE. MOUNT ALL SPRINKLERS ON FLEXIBLE CONNECTIONS AS FOLLOWS: a) 1 /2" INLET SPRAY HEADS: 18" OF HEAVY WALL PVC IP5 HOSE b) 3/4" INLET ROTOR HEADS: 18" OF HEAVY WALL PVC IP5 H05E 22) LOCATION OF ALL SPRINKLER HEADS SHALL BE 51TE ADJUSTED TO MINIMIZE WATER OVERTHROW ONTO BUILDING SURFACES AND WALKWAYS. THROTTLE VALVES ON SPRAY ZONES AS REQUIRED TO PREVENT FOGGING. 23) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND IN THE WRITTEN SPECIFICATIONS. SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND REQUEST CLARIFICATION. 24) THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR INSTALLING ALL LOW VOLTAGE WIRING FROM THE CONTROL VALVE TO THE IRRIGATION CONTROLLER, IF SPARE WIRES ARE NOT AVAILABLE. 25) THE IRRIGATION CONTRACTOR 15 TO INSPECT, EVALUATE, AND REPAIR ANY DEFAULTS IN THE EXISTING IRRIGATION SYSTEM AND ITS EQUIPMENT IF APPLICABLE PER SCOPE OF PROJECT. 2G) CONTROLLER(5) SHALL BE DIRECTLY WIRED TO THE HOUSE CIRCUIT OF I 10 / 120 VOLTS. 27) EXACT CONTROLLER LOCATION(5) SHALL BE COORDINATED WITH AN OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. UNLESS OTHERWISE STATED, THE OWNER SHALL PROVIDE 110 VOLT POWER TO THE CONTROLLER LOCATION(5). THE IRRIGATION CONTRACTOR 15 RESPONSIBLE FOR THE CONNECTION FROM THE POWER SOURCE TO THE CONTROLLER(5). 28) INSTALL A SEPARATE TE/ 120VAC- 15A I SURGE ARRESTER TO THE INCOMING 0 10 VOLT) POWER SUPPLY TO EACH CONTROLLER. PROPERLY GROUND EACH CONTROLLER TO A 5/8" X 8' COPPER CLAD GROUND ROD WITH AWG #G BARE SOLID COPPER WIRE. A PROPER GROUND SHOULD HAVE 10 OHMS OR LE55 RESISTANCE TO EARTH. USE OF MULTIPLE GROUND RODS MAY BE NECESSARY TO ACHIEVE THE DESIRED RESISTANCE READING. 20) THE RAIN SHUTOFF DEVICE SHALL BE INSTALLED TO MEET LOCAL CODES AND/OR MINIMUM MANUFACTURER'S RECOMMENDATIONS. OBSTRUCTIONS, VANDALISM AND EASE OF SERVICE SHALL BE CONSIDERED IN LOCATING THE DEVICE. ALL WIRING BETWEEN THE RAIN SWITCH AND THE IRRIGATION CONTROLLER SHALL BE ENCLOSED IN 1 /2" PVC ELECTRICAL CONDUIT. 30) CONTRACTOR AGREES TO A55UME COMPLETE RESPONSIBILITY FOR THE JOB 51TE CONDITIONS DURING THE COURSE OF CONSTRUCTION ON THE PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY. THESE REQUIREMENTS SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND CONTRACTOR AGREES TO DEFEND, INDEMNIFY, AND HOLD OWNER AND DE51GN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THI5 PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DE51GN PROFESSIONAL. 31) ANY OTHER EQUIPMENT REQUIRED THAT 15 NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. I . INSTALL DRIP TUBING AT GRADE AND COVER WITH MULCH. TYPICAL SPACING FOR DRIP TUBING 15 18" TO 24" ON CENTER. SPACING TO BE DETERMINED BY PLANT LAYOUT. REFER TO LANDSCAPE PLAN. ANCHOR TUBING EVERY 10' WITH 1 2" LONG PLASTIC TUBING STAKES. INSTALL FLUSH VALVE ASSEMBLIES AT ALL TUBING "DEAD ENDS". INSTALL AIR/VACUUM RELIEF VALVES AT "HIGH POINTS" OF EVERY SECTION. 2. GRID LAYOUT SHALL BE USED ON THI5 PROJECT. USE CENTER GRID LAYOUT WHERE POSSIBLE. 3. WHEN SLEEVING DRIPLINE, USE BLANK DRIPLINE IN SLEEVE. SLEEVE SHALL BE 2X DRIPLINE DIAMETER. NO EMITTER DRIPLINE SHALL BE PLACED IN SLEEVE. 4. THE LENGTH OF ANY DRIPLINE TECHLINE CV LATERAL SHALL NOT BE LONGER THAN: 1 2" EMITTERS @ 0.9 GPH a) @ 15 P51 = G5 FEET b) @ 25 P51 = 194 FEET c) @ 35 1-51 = 244 FEET d) @ 45 P51 = 280 FEET LATERAL DISTANCE DOUBLED WHEN CENTER FEED LAYOUT USED (SEE CENTER FEED LAYOUT DETAIL. 5. MANUAL FLUSH VALVE SHALL BE USED * PLACED WITH A G11 X G" SUMP. VALVES SHALL BE OPENED EVERY WATERING DAY FOR 2 WEEKS AND THEN A MINIMUM OF 2 TIMES A YEAR TO CLEAR DRIPLINE OF DEBRIS. G. AIR/VACUUM RELIEF SHALL BE INSTALLED WHEN THE CHANGE IN SLOPE OCCURS 3 % OR GREATER. 7. STAPLES SHALL BE USED AT 3' O.C. AND 2 STAPLES 'X'ED OVER EACH OTHER WITH ANY CHANGE IN DIRECTION, ELBOWS, OR CROSSES. 8. SUPPLY, EXHAUST HEADERS AND DRIPLINE SHALL NE PLACED 2"- 4" FROM PLANTS AND PAVEMENT EDGES. 9. BLANK DRIPLINE SHALL BE USED FOR ALL SUPPLY AND EXHAUST HEADERS, UNLESS OTHERWISE NOTED ON PLANS. 10. PRIOR TO COVERING DRIPLINE, DRIPLINE CIRCUIT WILL BE PRESSURIZED AND TESTED FOR PROPER OPERATION. 1 1. DRIPLINE LATERALS SHALL BE LAID IN THE LONGEST RUN, WHETHER IT BE THE WIDTH OR LENGTH OF THE ZONE. 12. WHEN UTILIZING THE 2 WIRE CONTROLLER MODULE SYSTEM, MODULES SHALL BE PLACED WITHIN A VALVE BOX. USE 14 GAUGE ELECTRICAL WIRE * WATERPROOF ALL CONNECTIONS. CONTRACTOR SHALL INSURE MODULE CONTROL WIRES ARE NOT LONGER THAN MANUFACTURER SPECIFICATIONS. LINE FLUSHING VALVE PLUMBED TO PVC START CONNECTION MALE ADAPTER PVC OR POLY EXHAUST HEADER SUPPLY HEADER REMOTE CONTROL VALVE WITH DISC FI LTER AND PRV AREA PERIMETER BLANK TUBING (CENTERED ON MOUND OR BERM) TUBING LATERAL (OPTIONAL) AIR/VACUUM RELIEF VALVE PERIMETER LATERALS 2" TO 4" FROM EDGE CENTER FEED LAYOUT DETAIL - NO 5CALE CAP ENDS AND STAKE STUB UP ROOTBALL O STANDARD VALVE BOX TREE wELL MEASUREMENTS FROM 2 2 REFERENCE POINT TO STUB UP —40' 2r— O ryNISH GRADE DRRFORATED RECYCLED IF LINE; 4 PE 5 CAR TIRE HOSE TERAL PIPE MARK BACK OF CURB 3 O REMOTE CONTROL VALVE PLAN- OPTION I 7 :....; ( ® WATERPROOF CONNECTORS (2) 1 6 O I8.24' COILED WIRE s © 5CH 80 T.O.E. NIPPIP OMAIN UNE PIPE t FITTINGS TAPE END OF SLEEVE LINNER PIPE STUB UP 6 9 ® SCH.40 SOLVENT -WELD PVC (REQUIREMENTS VARY 6 BRICK 5UPPORT5 (4) CHECK CODES FIRST) Q @ O 3/4' MINUS WASHED GRAVEL ROUGH IN SLEEVING DETAIL PVC SLIP UNIONS NO SCALE �� LEAVE ROOTBALL FREE OF MULCH GLOBE VALVE DRIP LINFJ BUBBLERS 140 SCALE MULCH 3'MrW. FINISH GRADE I EXTERIOR WALL (SEE NOTE) TREE BUBBLER NON -POTABLE CAP MODEL PK05-06 SPRAY HEA WITH 'CV' OPTION INSTALLED 2 MODEL RAIN-CLIK SWING JOINT: HUNTER 'PRO-FLEXTUBING, RUN LEAD WIRES IN H5BE-050 ELBOWS (2), t O CONDUIT TO CONTROLLER BUBBLER MARLEX STREET ELBOW (1) NOTE: CHECK VALVE MOUNT ON ANY SURFACE WHERE IT WILL BE EXP05ED LATERAL TEE OR ELL TO UNOBSTRUCTED RAINFALL, BUT NOT IN PATH OF SCH 80 NIPPLE SPRINKLER SPRAY. LATERAL PIPE FINISH GRADE FMHWW RAIN-CLIK 5CH 40 THREADED I R3 SPRAY HEAD NO SCALE COUPLER PRO FLEX SWING JOINT: NO HUNTER'PKO-FLEX' TUBING t SCALE H5BE-050 ELBOWS (2), ALSO MARLEX STREET ELBOW (1) LATERAL TEE OR ELL 1. CONTROLLER SEE IRRIGATION SCHEDULE FOR I T LATERAL PIPE NUMBER OF STATIONS SECURE TO WALL WITH Fgv/ APPROPRIATE FASTENERS. 2 t f%rfi BUBBLER 2. I /2" CONDULE7 AND CONDUIT FOR ;...,n• ELECTRICAL POWER PER LOCAL AND NO SCALE NATIONAL ELECTRICAL CODES. 3 SECURE TO WALL WITH APPROPRIATE 3 OI 10" ROUND VALVE BOX PIPE CLAMPS 20 8' COPPER CIA[)GROUND ROD 3. 1 /2" CONDUIT FOR RAIN SENSOR WIRE 4 5 50 OHMS OR LE55 SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS 2 4 30 CONNECTION 4. I -1/4" CONDUIT FOR REMOTE CONTROL WIRE5. SECURE TO S 40 #G to # 10 BARE COPPER WALL WITH APPROPRIATE PIPE ty ?'v;,, GROUNDING CONDUCTOR CLAMPS 5. FIN15HEDGRADE '` `' %i ? 3' ^; O CONDUIT TO CONTROLLER FRONT RIGHT -SIDE SECTION/ELEVATION SECTION/ELEVATION "NOTE" -TT. 1 MOUNT CONTROLLER WITH LCD SCREEN AT EYE LEVEL. CONTROLLER SHALL BE HARD -WIRED TO GROUNDED I 10 or 220 VAC SOURCE. • USE OF PLUG-IN RECEPTACLE POWER CONNECTION 15 NOT PERMITTED. CONTROLLER GROUNDING CONTROLLER OUTDOOR /INDOOR MODEL GROUND PER N.E.C. EXTERIOR WALL —MOUNT CONIROLLETt FINISH GRADE G" ROUND VALVE BOX AIR/ VACUUM RELIEF VALVE 3/4"M x 1 /2"F REDUCTION BUSHING ,. 180 2-WAY* ADAPTER TEE BRICK SUPPORT`_ (THREE) 3/4" CRUSHED - GRAVEL SUMP Techline TUBING AI (R/VACU U M RELIEF SECTION - NO 5CALE MAINLINE REMOTE CONTROL 5CH 80 VALVE UNION BRICK SUPPORT I CU. FT. PEA 1 2" x 18" ( I - EA. CORNER) GRAVEL SUMP VALVE BOX LATERAL LINE REMOTE CONTROL VALVE 5ECTION - NO SCALE FINISH VALVE SEE SF LINE FL VALVE BRICK (THREE 3/411 GF (I CUE MANUAL LINE FLUShING VALVE 5ECTION - NO SCALE NG REMOTE CONTROL VALVE WITH DISC FILTER AND PRV PVC OR BLANK TECHLINE CV SUPPLY HEADER START CONNECTION MALE ADAPTER TUBING LATERAL AREA PERIMETER (OPTIONAL) AIR/VACUUM RELIEF VALVE (PLUMBED TO lechlme AT EACH HIGH POINT BLANK TUBING BERME RED ON MOUND OR PVC OR POLY EXHAUST HEADER PERIMETER LATERALS 2" TO 4" FROM EDGE PLUMBED TO PVC OR CV LINE FLUSHING VALVE "END FEED" LAYOUT END FEED LAYOUT DETAIL - NO 5CAIF zad Q�� Q Z wzz 0 w w a woo U IL IL nw. o Oww oa> F 'd' st' st w ro°r° Q 000 z � m 0awza' Oaawit0:0 °C C7 J � p w �Omujv3it a w � H 00ZWQoto �C,0 Ua�a o S H E E T N 0 ■ 6 Z J J W 0 0 N w Q H C0 O 00 Lcm. N OQ 2 6go, 2 00 0 I= U et w m r*- �= N wCC oaMo Zvp �¢� _¢> cm CL C13 CL. LL 0C'3z0co Z Z O Z a or.zl=>_ LLJ LLuZH> ZLu J CC CC 0aCD 0 wzz J J CC LL Q CC L— Zs a W N 15 W 0 C) z Q Cn W O z z O_ �Q V_ I..L w w w F A 0 I N B OD N 0 I N SEE CIVIL DWGS. 86'-4" FOUNDATION PLAN SCALE: 118" = 11-O" FOR TYPICAL TRASH ENCLOSURE SCREEN WALL SEE SECTION 9/S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCATION FOR MONUMENT SIGN FOUNDATIONS SEE DETAILS 10 & 11/S4. REFER TO CIVIL DRAWINGS FOR PLAN LOCATION FOR SITE RETAINING WALL REFER TO SECTION 4/81. SEE CIVIL DRAWINGS FOR LOCATION. FOUNDATION SCHEDULE MARK FOOTING SIZE (W x L x T) FOOTING REINFORCEMENT BOTTOM OF FOOTING ELEVATION PILASTER SIZE PILASTER REINFORCEMENT TOP OR PILASTER ELEVATION NOTES REFER MARK LONG. TRANS, VERT. TIES F1 4'-0"x4'-O"x2'-4" (6) #4 EACH WAY TOP & BOTT. 95'-0" SEE 4/S4 (8) #6 SEE 2/S4 99'-4" 1,2,3,4,5 4/S4 F1 F2 4'-O"x4'-0"x2'-4" (6) #4 EACH WAY TOP & BOTT. 95'-0" SEE 5/S4 (8) #6 SEE 2/S4 SIM 99'-4" 1,2,3,4,5 5/S4 F2 F3 6'-O"x6'-0"x1'-6" (6) #4 EACH WAY TOP & BOTT. 96'-0" 2'-6"x2'-6" (12) #6 SEE 8/S4 99'-4" 1,2,4,5 3/S4 F3 F4 4'-0"x4'-0"x2'-4" (7) #4 EACH WAY TOP & BOTL 97'-0" --------- --------- 1,2,3,4,5 6/S4 F4 F5 4'-O"x4'-0"x2'-4" (7) #4 EACH WAY TOP & BOTT. 97'-0" --------- ------- --------- --------- 1,2,3,4,5 7/S4 F5 NOTES: I. ALL ANCHOR BOLTS SHALL BE SIZE, QUANTITY AND SPACING AS SPECIFIED BY THE PRE-ENGINEERED METAL BUILDING MANUFACTURER. MAINTAIN 3' MINIMUM CONCRETE COVER AROUND BOLTS. TIES SHALL WRAP AROUND ANCHOR BOLTS. 2. COLUMN BASE PLATES ARE TO REST ON TOP OF SLAB. PROVIDE LEVEL BEARING SURFACE FOR EVEN CONTACT. 3. COLUMN FOOTING REINFORCEMENT TO BE INTEGRAL WITH CONTINUOUS FOUNDA11ON REINFORCEMENT. 4. PROVIDE ANCHOR BOLT TEMPLATES AT COLUMN. 5. ALL SPREAD FOOTINGS ARE TO BE CENTERED BENEATH COLUMNS UNLESS NOTED OTHERWISE KEYNOTES: Oi ELQQ $jam; OWNER FURNISHED, CONTRACTOR INSTALLED. PROVIDE 18008" 6LOCKOUT (SEE SECTION 10/S3). REFER TO ARCHITECT FOR PLAN LOCATION. FINAL INSTALLATION OF SAFE TO BE AFTER COMPLETION OF OFFICE GYP. BOARD WORK. Oz SIDEWAfX: PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 018' O.C. EACH WAY (PLACED AT 1)f BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. O3 DOQR �P PROVIDE 4" THICK CONCRETE REINFORCED W/ #3's 0 18' O.C. EACH WAY (PLACED AT 1Y2" BELOW TOP OF SLAB) OVER 6" COMPACTED FREE DRAINING GRANULAR MATERIAL (AS DIRECTED BY THE ONSITE GEOTECHNICAL ENGINEER) ON PROPERLY PREPARED SUBGRADE. PROVIDE CONTROL AND ISOLATION JOINTS AS INDICATED. SEE CIVIL DRAWINGS FOR TOP OF CONCRETE SPOT ELEVATIONS. O4 SLAB HAIRPIN. SEE DETAIL 7/S3. (FIELD BEND HAIRPIN TO MISS FLOOR SAFE WHERE REQUIRED.) 0 STEEL BOLLARD: SEE SITE DEVELOPMENT PLANS AND DETAILS. (WHERE APPLICABLE, �l ALIGN WITH CENTERLINE OF STOREFRONT MULLIONS.) 0 PROVIDE #4x4'—O" DOWEL. TURN 45 DEGREES AT SLAB INSIDE CORNERS 70 SIDE WALK CONTROL JOINT, SEE SECTION 1/S2. ® SIDE WALK ISOLATION JOINT. SEE SECTION 3/S2 0 CONTROL/CONSTRUCTION JOINT SEE DETAILS 1 & 2/S2 9 STEPPED FOOTING, REFER M DETAIL 11/S3 11 DETECTIBLE WARNING SURFACE, REFER TO CIVIL DRAWINGS TERMITE PROTECTION OF SOILS: TERMITE PROTECTION SHALL BE PROVIDED AS DEFINED IN SECTION 1816 OF THE 2010 FLORIDA BUILDING CODE. SUBTERRANEAN TERMITE TREATMENT SHALL BE PERFORMED AFTER ALL EXCAVATIONS, BACKRLLING AND COMPACTION IS COMPLETED, INCLUDING AREAS OF EXTERIOR CONCRETE OR GRADE WITHIN 1 FOOT OF THE PRIMARY STRUCTURE. RETREATMENT OF SOILS MAY BE REQUIRED IF ANY TREATED SOILS ARE DISTURBED DURING THE CONSTRUCTION PROCESS. ALL TREATED SOILS ARE TO BE PROTECTED FROM RAINFALL DILUTION. REFER TO PROJECT MANUAL FOR ADDITIONAL INFORMATION. SLAB CONTROL JOINT, TOOLED OR -- SAWN. CONTROL JOINT TO BE A"x Ya SLAB THICKNESS. SEE FOUNDATION PLAN FOR JOINT LOCATIONS. INTERIOR OR EXTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. TYP. CONTROL Fl_ JOINT DETAIL (22JSCALM 3/4" = 114r %704'-10" SMOOTH DOWEL ® 12" O.C. GREASE ONE END TO PREVENT BOND — CONSTRUCTION JOINT (IF NEEDED). LOCATION TO COINCIDE WITH CONTROL JOINTS. (SEE FOUNDATION PLAN). �, INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. TYP. CONSTR. 9S2- JOINT DETAIL SCALE: 3/4" = r o" -Y OxO'-10" SMOOTH DOWEL ® 12' O.C. GREASE ONE END TO PREVENT BOND h* ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT -�_ EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 00 #4 CONT. 8' 1 8' SIDEWALK 3 ISOLATION JOINT S2 I SCALEC 3/4" = V-W ",Sq%" PEP��, vV6 0, �t �S \a r►ti S. * : No.34027 ; ST Z. R1 . ��`' 0 -- ' w A p�I E ; 0. z filli� � N w SHEETS BEARING THIS SEAL ARE 0 AUTHENTICATED, RESPONSIBILITY FOR w ALL OTHER PLANS, SPECIFICATIONS I OR INSTRUMENTS ARE DISCLAIMED. E- IL 0 h z w 0 z o U .a z Osr N 3 a W ww In zOCO a NQO�I a a w rr—r� Oa�� IS o I- IL h Cy 3 M (C INCo CLi r ` Oa two IL Ir 0 U 0 0 W 0 lair 0 4 a z V) W LL z at IL 0 0 Q Q a 0 w 0 t� 0 w 0 w z J LL h LL o �. 0 Ir f M 4 Ir J Ow 0 0 mi WJ3: z M w 00 w V � 4 NCI 0 z *' W Ic a z N ii w U a w d N IL NZ 0 L 0 N � w d Z Ix .r Ix 0'o=o" gFo; z gLq2 C �a w y• Z �N C m Q� 0 m -5 x '? 4 uJ U .0 m d 0O W 0 z z 0 u z 0 DRAWN BY: CHECKED BY: w MW JS 0 a� I 1 O/6/14 0 n REVISION: h Q AD#2 9 1/12/14 }PROJECT NUMBER: a ZRH SHEET NUMBER UO ic PLAN co 1 SECTION S3 SCALEs 3/4' 1 W PLAN co 5 SECTION 83 SCALEs 3/4" = 114r 6" ! 6° -fit! 61 FOOTING TOP (3) TIES TO BE PLACED 0 @ 1)f O.C. (MIN 2" COVER) ---------- O ANCHOR BOLT GROUP d --- #3 TEES 0 12' O.C. I 1 (MINIMUM TWO TIES) to-------------- j ANCHOR BOLT CONFINEMENT REINFORCEMENT: (4) #6 I VERTICAL BENT DOWELS. ..1-�-�2„.1 9 SECTION S3 SCALEs VARIES PLAN 1100 t 2 SECTION S3 SCALE: 3/4" = V.0" E SECTIO14 $$ SCALE: 3/4" i•-0" (TYPICAL.) 8" 1'-6" SQUARE #4 CONTINUOUS #4 BENT "U" BAR 0 12" i" 8" nO SECTION S3 SCALE: 3/4' = 1`-0" 3 SECTION 53 SCALE: 3/4" = V-0" - SAFE KEYPAD & LOCK MECHANISM LIP & STOPPER FOR SAFE DOOR GROUT SAFE SET IN LEAN MIX CONCRETE FLOOR SAFE FURNISHED BY OWNER, INSTALLED BY CONTRACTOR BEND DIAMETE EQUALS SIX TI BAR DIAMETER 4 0 0 1 2'-0' TYPICAL 7 HAIRPIN DETAIL S3 SCALE: 3/4" w i'-O" CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. TOP OF FOOTING 36' (MIN) � 1 (4) #4 BENT DOWELS TO MATCH FOOTING REINFORCEMENT - 24' (TYP) {2) 13' SEE FOUNDATION SCHEDULE FOR FOOTING SIZE. (CENTER FOOTING UNDER COLUMN) 4 SECTION 53 SCALM 3/4" = IW 8 SECTION S3 SCALEs 3/4" = 114" DOUBLE -STEP FOOTING SHOWN. FOR FOOTING STEPS OF 2'-0' OR LESS, A SINGLE STEP FOOTING SHOULD BE USED. (4) 14 BENT DOWELS TO MATCH FOOTING REINFORCEMENT I TOP OF FOOTING #4 018" O.C. z 0 Ac 3'—O' MIN, 3'-O' MIN. CONTINUOUS FOOTING REINFORCEMENT, SEE SECTIONS. TYPICAL STEPPED FOOTING KEYNOTES: OPRE-ENGINEERED METAL BUILDING STRUCTURAL SYSTEM. SEE P.E.M.B. SHOP DRAWINGS FOR ADDITIONAL INFORMATION. n ANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. D INTERIOR CONCRETE SLAB SEE FOUNDATION PLAN. J SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT 5O SLAB HAIRPIN - SEE DETAIL 7/S3 6� SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. PLAN 7� #3x5'-0" DOWEL ® 36' O.C. FIELD BEND AS SHOWN 24' loo 8� #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) t'../ #3 DOWELS ® 48" O.C. 10 #3 STIRRUPS ® 48" O.C. it (4) #4's CONTINUOUS TOP & BOTTOM. i2 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 13 AT EXTERIOR DOOR LOCATIONS DRILL 6" DEEP HOLES FOR #4x1'-6" DOWELS LAN 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM r' NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION 14 fit' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT 15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. SEE SECTION 1/S3 FOR REINFORCEMENT INFORMATION. i6 COLUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. i7 CONTINUOUS FOOTING BEYOND 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. 19 SEE GRADING PLAN FOR FINISHED GRADES. 20 STEEL BOLLARD SEE SITE PLAN. 21' ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT V (3) #3 TIES 0 Or O.C. 0 #3 TIES 0 12' O.C. 8" (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET 24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT QHOOKED DOWEL PROJECTING INTO MASONRY WALL. MATCH SIZE AND SPACING OF WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1, 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 100'-0" TO BE FILLED 0 SOLID WITH GROUT. 27 #4 CONTINUOUS A1028 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS 2g NOT USED 30D NOT USED 31 NOT USED 32 NOT USED NOT USED CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO MASONRY STEM WALL 34 PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, CURED, AND DOWELED TO FIRST COURSE OF MASONRY 35 DRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-O' DOWELS 0 18" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS It COLUMN & BASE i1' PLATE PROVIDED BY I PRE-ENGINEERED I j METAL BUILDING MANUFACTURER IE 1 II Ifs' THICK STEEL TEMPLATE FOR PLACEMENT OF ANCHOR BOLTS. BOLTS AND TEMPLATE TO BE ASSEMBLED BY THE STEEL FABRICATOR --�----� TOP OF PILASTER OR FOOTING TEMPLATE NUTS - PROVIDE 3"0 HOLE IN CENTER OF PLATE -- TACK WELD ANCHOR NUT & STD. WASHER TO BOLT SEE SEPARATE DRAWING DETAILS PROVIDED BY PRE-ENGINEERED METAL BUILDING MANUFACTURER FOR ANCHOR BOLT QUANTITY, DIAMETER & SPACING HEX NUT & FLAT 1 , WASHER _ 1 11 Z 11 O= � 1 1 1F II � I 11 0. r-- _----LLI :� I co I R0 N 0 NOTE: SHOP ASSEMBLE TEMPLATES AND BOLTS. ANCHOR BOLT ASSEMBLY TO BE PLACED IN FORM PRIOR TO POURING CONCRETE. BOLT MATERIAL MAY BE F1554 GR. 36, OR CONTINUOUSLY THREADED A36 ROD. ALL ANCHOR BOLTS SHALL BE CLEAN AND FREE OF ALL OIL, GREASE, ICE, ETC. SHOP FABRICATED 12 ANCHOR ASSEMBLY 53 SCALE: NONE (DO NOT SHIP UNASSEMBLED TO FIELD) .�``� a� sq. �. . .i NO.34027 * 0 N 4 t w LORIDP• G`��`�� 0 IVAL a �l 1 II 1111��l z N W SHEETS BEARING THIS SEAL ARE o AUTHENTICATED. RESPONSIBILITY FOR W ALL OTHER PLANS, SPECIMCAT10NS OR INSTRUMENTS ARE DISCLAIMED. IL 0 VCJ z z W N z 0 o 0 Q W O It It CO 3 Z W Lt�" N Zre= � C::D= Pn oWIL wx J W :lL r g � -It F r �CLa o ♦ il■i = W N CL m 00 m c i UNN1 m z 0 to 0 3 0 W 0 It IL a; z 0 0 w 'o W � 0 Yr Q IL IL Q Q z am a z co Qo Qw �JLL � o 84 a� ��� m ...1 a a J Q a W.JX W z F 1-o W �Q N0 o 0� CLZVN LI. > W d 0 0 L ao F N w z a H � .� ao5t gaZ g W o Eag Q to � ; a z �' 1oim� _o m 0i- U �z00 LL IL o a W N � o co z n z Q a 0 0 z n DRAWN BY: CHECKED BY: W MW JS 0 � I 1 O/6/14 V_ 0 cq REVISION: 0 AD#2 11112M4 PROJECT NUMBER: 4 ZRH SHEET NUMBERS3 OU 0 I a4 1 SECTION S4 SCALE: 3/4" = 11A" ARCHITECTURAL PRECAST CONCRETE UNIT CAP WITH BACKER ROD AND SEALANT AT a. BUTT JOINTS. DRIP EDGE CAST INTO CAP (TYP.) FLEXIBLE FLASHING, CONTINUOUS. #5 DOWELS 0 24" O.C. ALTERNATE HOOK AS SHOWN GROUT ALL CELLS BELOW FINISH SLAB ELEVATION . #3 DOWELS 0 30" O.C. I Imo__-_-�•'-__ CONTINUOUS 8" (NOM) SPLIT FACE BOND BEAM W/ (2) #4 CONTINUOUS 8" (NOM) SPLIT FACE CMU REINFORCED WITH #5's 0 24" O.C. AND AT JAMBS. HORIZONTAL JOINT REINFORCEMENT TO BE AT 16" O.C. ABOVE GRADE AND 8" O.C. BELOW FINISH SLAB ELEVATION. ALL CMU WALL REINFORCEMENT SPLICE LENGTHS TO BE 30". Yz" ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT EXTERIOR CONCRETE SLAB OR FINISH GRADE SEE CIVIL DRAWINGS EL. SEE SITE PLAN #3 STIRRUPS 0 30" O.C. (4) #4's CONTINUOUS TOP & BOTTOM NSCAL9 SCREEN WALL S4 E: 314" = 11•0" o = SEE FOUNDATION SCHEDULE (CENTER FOOTING UNDER PILASTER) 2 SECTION LtjSCALE: 3/4" = 11-O" mS43 DETAIL SCALE: 3/4' = 1'rO" E D — t GRID NSCAL6 DETAIL S4 E: 3/4" = 11r0" It 16'-0" It . 6' 15-0" 6" 7'-6" I, (4) 06 BENT DOWELS i-1 - - - - - - - - - - - - - - - - - - CC I I A I I Q cq I I I I. to L-------------------------- X0 F1554 HEADED ANCHOR BOLTS WITH 12' EMBEDMENT (MIN.) !!-- 5" 1 5' 7'-6" (3) #3 TIES— — — __.. — — — — .- _ _ I I _ I ' + i l I I I I I Z----------- L------`---- 10 SIGN FOUNDATION S4 I SCALE: NONE r 2'-4" RS4 DETAIL SCALE: 3/4" = 1'.0" My DETAIL S4 SCALE: 31C = 1'A" SIGN BY OTHERS ----_._._• 8" (NOM.) SPLIT FACE CMU. REFER TO ARCHITECTURAL ELEVATIONS FOR PAINT SYSTEM AND COLORS. --� #4 BENT DOWELS 0 48' O.C. (TYP) .� WEEP HOLES 0 32" O.C. GROUT AS NECESSARY AFTER SIGN POST HAS BEEN PLACED AND ANCHORED. -- EL. SEE PLAN 20-v L 5 DETAIL SIB SCALE: 3/4" = 1'-0" SEE FOUNDATION SCHEDULE FOR F0071NG SIZE. (CENTER FOOTING UNDER COLUMN) 8 SECTION S4 SCALE: 3/a" =1'.0" r - & BASE v a .,.j,-COLUMN PLATE BEYOND OTc E FINISH GRADE SEE SITE PLAN (4) #5 CONT. #4 BENT DOWELS AT 12" O.C. EACH FACE (4) #4 CONT. • 6w 2'^0 1 6w 3'-0' m11 SECTION S4 SCALE: 3/4" = 114" KEYNOTES: V DRAWINGS FOR PRE-ENGINEEREDAOTIONA METAL UINDFIORMATIONNG .TURAL SYSTEM. SEE P.E.M.B. SHOP ��,�Rc OANCHOR BOLTS. REFER TO FOUNDATION SCHEDULE AND PRE-ENGINEERED METAL �' y BUILDING DRAWINGS FOR SIZE, QUANTITY AND PLAN LOCATION. SEE 12/S3 FOR No. 34027 * z TYPICAL SHOP FABRICATED ANCHOR ASSEMBLY. 3� INTERIOR CONCRETE SLAB SEE FOUNDA7ION PLAN. f TA t U)i SEE DETAIL 9/S3 FOR VERTICAL ANCHOR BOLT CONFINEMENT REINFORCEMENT 4�`� •'c�OR1d�'•'�+'� ���� p 5 SLAB HAIRPIN - SEE DETAIL 7/S3 ���//s�4NAL~���� IL O z Q SEE FOUNDATION SCHEDULE FOR PILASTER REINFORCEMENT. W 7� #3x5'-O" DOWEL 0 36" O.C. FIELD BEND AS SHOWN 24" SHEETS BEARING THIS SEAL ARE D AUTHENTICATED, RESPONSIBILITY FOR W ALL OTHER . SPECIFICATIONS 8� #4 CONTINUOUS (PROVIDE BENT CORNER BARS AT ALL CORNERS) OR INSTRUUMENTSSARE DISCLAIMED. IL 9 #3 DOWELS 0 48" O.C. o 5#3 STIRRUPS 0 48" O.C. z W 0 (4) #4'9 CONTINUOUS TOP & BOTTOM. o 12 EXTERIOR CONCRETE SLAB OR SIDEWALK SEE FOUNDATION PLAN. 913 AT EXTERIOR DOOR LOCATIONS DRILL 6" DEEP HOLES FOR #4xi'-6' DOWELS 0 �� w 24" O.C. - APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM (is C4 Of NOTES SHEET S1 FOR ADHESIVE ANCHOR INSTALLATION �----� 0 3 14 r ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT O W °W 15 CONTINUOUS FOOTING REINFORCEMENT TO RUN THROUGH COLUMN FOUNDATIONS. ,� Z SEE SECTION 1 /S3 FOR REINFORCEMENT INFORMATION. L� z Q w is COLUMN FOOTING REINFORCEMENT SEE FOUNDATION SCHEDULE. Q 0 = a 0a f7 CONTINUOUS FOOTING BEYOND 0 W W 18 PAVING, SEE SITE DEVELOPMENT DRAWINGS FOR ADDITIONAL INFORMATION. LL r Qpawt��` o 19 SEE GRADING PLAN FOR FINISHED GRADES. tltltl• W J 0= • Ilttttttt111111 = W cmI- 20 STEEL BOLLARD SEE SITE PLAN. /�� ? IL 0 3 21 W ISOLATION JOINT WITH ASPHALTIC FILLER & SEALANT O 0 Q DW to Z IQ (3) #3 TIES 0 Or 0.C. 4K � IQ #3 TIES 0 12" O.C. `` 0 N (�} ;f', IL 8" (NOM) SPLIT OR SMOOTH FACED CMU. REFER TO CMU WALL NOTES ON SHEET z 24 S1 FOR WALL VERTICAL AND HORIZONTAL REINFORCEMENT 0 HOOKED DOWEL PROJECTING INTO MASONRY WALL, MATCH SIZE AND SPACING OF 0 25 WALL REINFORCEMENT, SEE STRUCTURAL NOTES SHEET S1. 26 ALL MASONRY CELLS BELOW FINISH FLOOR ELEVATION 1O0'-0" TO BE FILLED W ° a aSOLID WITH GROUT. w Q #4 CONTINUOUS r 28 ADDITIONAL #4 TOP & BOTTOM AT MASONRY PILASTER LOCATIONS 4 Z o_ 0NOT USED In W NOT USED ~ W 00 30 Ix IL 31 NOT USED Q 0 Q z z NOT USED 32 o ao�_ oar z W W 33 NOT USED 1 0 0 CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO MASONRY STEM WALL 34 PRIOR TO BACKFILL. SHORING TO REMAIN IN PLACE UNTIL SLAB IS POURED, J tL IL o CURED, AND DOWELED TO FIRST COURSE OF MASONRY Q >-o DRILL 6" DEEP HOLES INTO MASONRY FOR #4x2'-0' DOWELS 0 18" O.C. - J CO J IL APPLY ADHESIVE AND INSTALL DOWELS. SEE ADHESIVE SYSTEM NOTES SHEET S1 A J 0 FOR ADHESIVE ANCHOR INSTALLATION A ••• � 4 36 REBAR TIES, SEE SECTIONS FOR SPACING REQUIREMENTS m J 3 W m Z �o � W W iQ o 0 cm a Q z az0N :i. W U m 0. 0 SEE PLAN o N oQ W (D c '' & 2 _C Z N 3 .�=Q5� UJ ujw z � ��� W C O '=' Q W°v z N oo`i' O O 'v Q U N m, IL °a' 0 U o a W �LL 0. v) Q N z `t Q rc D z 12 DETAIL . BRAWN BY: CHECKED BY: W MW JS ° S4 SCALE: 3/4" = 1'4r am I d 1 o/s11 4 0 N REVISION: I- t� AD#2 11 /12114 6 PROJECT NUMBER: a. ZRH U SHEET NUMBER S4 Ir �� SIM. %—\ �1 " MASTER FLASH " OR APPROVED EQUAL PIPE FLASHING WITH APPROPRIATE ADHESIVE SEAL EDGE OF COVER WITH LAP EDGE SEALANT 5 1 VENT PIPE A3 j SCALE: N.T.S. E.I.F.S. REFER TO ELEVATIONS FOR TYPE. RUSTICATION JOINT 6 1 JOINT DETAIL A3 J SCALE: N.T.S. EXTERIOR FINISH SCHEDULE TYPE: COMPANY TYPE: COLOR: SHERWIN WILLIAMS PAINT (1) COAT S-W PREPRITE BLOCK FILLER B25W25 (NO, LESS THAN 8 MILS) STANDARD CONCRETE MASONRY (2) COATS S-W CONFLEX XL SMOOTH UNIT ELASTOMERIC A5-400 (NO LESS THAN 5.7 (C.M.U.) MILS EACH COAT) (ACCENT) COLD WEATHER APPLICATIONS: SPLIT FACE SHERWIN WILLIAMS PAINT (8" X 8" X 16" NOM.) 1) COAT S-W LOXON BLOCK SURFACER (N *PROVIDE FULL 8" LESS THAN 8 MILS) FACE AT ALL CORNERS PER LOCAL SUPPLIER (2) COATS S-W ULTRACRETE SOLVENT COURSE: RUNNING BORNE SMOOTH 846 (NO LESS THAN 8 MIL EACH COAT OR 16 MILS TOTAL) ACCENT COLOR: EQUAL TO SOFTER TAN SW6141 STANDARD CONCRETE MASONRY FIELD COLOR: EQUAL TO UNIT (C.M.U.) LATEE SW5108 (FIELD) (INDICATED BY SHADING: EXTERIOR INSULATION AND FINISH CUSTOM RED MIX BY SHERWIN WILLIAMS SYSTEM ORAP011030S WITH DRYVIT STRATOTONE HIGH PERFORMANCE (E.I.F.S.) COLORANT (ACCENT) DRYVIT - OUTSULATION PLUS MD (FACTORY MIXED ONLY) SANDBLAST FINISH EXTERIOR INSULATION AND FINISH SYSTEM SHERWIN WILLIAMS (E.I.F.S.) "SOFTER TAN" SW6141 (FIELD) EFCO IVY CURTAIN WALL KAWNEER DARK IVY ( NO SUBSTITUTES) VISTA WALL INTERSTATE GREEN CUSTOM GREEN MIX BY GLIDDEN EXTERIOR SEMI -GLOSS LATEX BASE: 6407 - 0500 BOLLARDS IN FIELD YOX: 3P42 TBL: 4P48 GRN: 3P14 WHT: 2120 COLOR #. CUSTOM EXTERIOR DOORS OWNER PRE-FINISHED BIRCH WHITE OVERHEAD DOOR (TO BE SELECTED) FACTORY PRIMEIFIELD PAINTED SOFTER TAN CUSTOM RED MIX BY SHERWIN WILLIAMS (VERIFY MIX BELOW MATCHES E.I.F.S. COLOR) SHERWIN WILLIAMS MIX SHEET METAL CAP BASE: ---865R338-B60V30- FLASHING AT E.I.F.S. BY METAL BUILDING MFG'R GALLON FORMULA ACCENT COLOR FACTORY PRIME/FIELD PAINTED QV: 45 TW_ 15 CLEAR COAT --DIAMOND CLAD CLEAR COAT URETHANE 865T105/B65V105/B65C105-- 3 COMPONENT SHEET METAL CAP FLASHING BY METAL BUILDING MFG'R PRE -FINISHED "COOL BIRCH WHITE" AT EIFS FIELD COLOR SHEET METAL CONDUCTOR PRE -FINISHED HEADS AND DOWNSPOUT PER LOCAL SUPPLIER MATCH SHERWIN WILLIAMS "SOFTER TAN" SW6141 ROOF ACCESS METAL POWDER COATED BAKED FINISH. LADDER SYSTEM PER LOCAL SUPPLIER COLOR SHERWIN WILLIAMS "SOFTER TAN" SW6141 GENERAL NOTES: A. REFER TO PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. B. REFER TO PRE-ENGINEERED METAL BUILDING DRAWINGS FOR ADDITIONAL REQUIREMENTS. C. REFER TO MECHANICAL / ELECTRICAL PLAN FOR SYSTEM TYPES AND LOCATIONS. D. REFER TO SITE DEVELOPMENT PLANS FOR ADDITIONAL REQUIREMENTS. KEY NOTES: 1A EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S)(ACCENT): REFER TO EXTERIOR FINISH SCHEDULE. 1 B EXTERIOR INSULATION AND FINISH SYSTEM (E.I.F.S.)(FIELD): REFER TO EXTERIOR FINISH SCHEDULE. O MASONRY WALL CONSTRUCTION (ACCENT): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. 26 MASONRY WALL CONSTRUCTION (FIELD): REFER TO EXTERIOR FINISH SCHEDULE AND WALL SECTIONS. Q PRE-ENGINEERED METAL BUILDING SHEET METAL STANDING SEAM ROOF: BY PRE-ENGINEERED METAL BUILDING COMPANY. O SHEET METAL CAP FLASHING (FIELD): REFER TO EXTERIOR FINISH SCHEDULE. CD SHEET METAL CAP FLASHING (ACCENT)-. REFER TO EXTERIOR FINISH SCHEDULE. PRE - ENGINEERED METAL BUILDING INTERNAL GUTTER AND THROUGH WALL SCUPPER SYSTEM: PAINT EXPOSED SCUPPER SURFACES TO MATCH MASONRY COLOR. O CONCRETE MASONRY UNIT (CMU): SPLIT FACE HEAD JAMB UNITS. �8 LINE OF ROOF (BEYOND): DASHED LINE INDICATES LINE OF ROOF BEYOND WITH SLOPE OF 1/4" PER FOOT. O9 SIGN: APPROXIMATE OUTLINE OF SIGN. PROVIDE BLOCKING AS REQUIRED FOR MOUNTING OF SIGN, COORDINATE WITH SIGN COMPANY FOR EXACT SIGN PLACEMENT. OWNER FURNISHED AND INSTALLED LOGO. REFER TO SIGN PACKET INFORMATION FOR FURTHER DETAIL 10 ADDRESS NUMBERS: 6" VINYL BY CONTRACTOR. COLOR TO BE WHITE. 11 CONCRETE FOUNDATION: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 12 DOOR AND FRAME: FIELD PAINT (REFER TO EXTERIOR FINISH SCHEDULE.) 13 CURTAIN WALL: (REFER TO FLOOR PLAN FOR WINDOW TYPES.) 14 LINE OF FOUNDATION: (REFER TO FOUNDATION PLAN.) 15 STEEL BOLLARDS: (9) TYPICAL AT CURTAIN WALL (2) AT O.N. DOOR LOCATION. (REFER TO EXTERIOR FINISH SCHEDULE AND FOUNDATION PLAN.) 16 HOSE BIB: (REFER TO PLUMBING PLAN) 17 LIGHT FIXTURE: (REFER TO ELECTRICAL PLAN) 18 SHEET METAL CONDUCTOR HEAD AND DOWNSPOUT SYSTEM: REFER TO EXTERIOR FINISH SCHEDULE. 19 ROOF TOP UNIT -(BEYOND)' APPROXIMATE LOCATION (REFER TO MECHANICAL PLAN FOR EXACT LOCATION) 20 MECHANICAL WALL PENETRATIONS: PROVIDE FRAMING, FLASHING, AND SEALANTAS REQUIRED. PAINT TO MATCH ADJACENT WALL FINISH. (REFER TO M.E.P. SHEETS) 21 ROOF PIPING VENT (BEYOND): REFER TO DETAIL 5/A3, CONCRETE SPLASH BLOCK: INSTALL AT EACH DOWNSPOUT. 23 MASONRY CONTROL / EXPANSION JOINT. (MATCH MASONRY) PROVIDE SEALANT OVER 1/2" DIAMETER FOAM BACKER ROD. REFER TO STRUCTURAL DRAWINGS. 2a RUSTICATION JOINT: REFER TO DETAIL 6/A3. 25 ROOF ACCESS LADDER: REFER TO EXTERIOR FINISH SCHEDULE. 26 CONCRETE RETAINING WALL: REFER TO CIVIL AND STRUCTURAL DRAWINGS: PROVIDE RUBBED FINISH AT EXPOSED TO VIEW SURFACES. 27 CHAIN LINK FENCE GUARD RAIL: 42" HIGH. IN GALVANIZED FINISH PROVIDE AT TOP OF RETAINING WALL WHERE ADJACENT GRADE DIFFERENCE 30" OR GREATER. w.Q 4 11-I4 9FA MXi 7W SF& ARE IWtHE111NJ11m, R� fnR TILL 01FER PLANK. SPEpF1GCROm" OR MSUNN M ARE COOL M Q � W Z m 0 Wypa V pr N j —Wy Mom.. oar' a 0 •� FWWN �50(4 aNz°D ���Is IL r o In 1. 04 W m 0 z 0 3 0 N 0 E a z O �1 W O W I -- IL 0 z W (a z 0 0 3 W a w W I 0 3 m_ IL z O K W it F O �... 0 m > & Qoa Z a oc �aM J W �„ O �90 w w J',U. 0 04 19 Jov; 0 � J m .j f• o J J IL WJ= 19 a m m w �0im w W 0 X o aZ(0N w a W � N a = 0 0 dd cm OD fA H) W = oc 0 z 0 _ W yJ Q in N .0-AIL Z F ��e rON � ad�- W W r� O 0 IL O N z O Om @1h CMCKM W. JF BDW oA7� I 10/06/14 0 N REVISION: D ADDENDUM #211/121140 ZRH 00 NummmA%3 o PACK GROUT UNDER POLE TO MATCH MANUFACTURER'S ' ** PROVIDE FULL CONTACT WITH ICHOR BOLT PATTERN FOOTING. GROUND LUG RADIUS EDGE LEVELING NUT AND 3-#3 TIES AT TOP WASHER 1 "0 x 36" HEADED ANCHOR BOLTS (GRADE F1554) WITH HARDENED STEEL WASHERS. WHEN to DESIGN WIND SPEED EXCEEDS 110 MPH, GRADE F1554 N 4 4 (Fy=55ksi) BOLTS MUST BE USED. GRAD FINISHED E E #3 TIES AT 10" O.C. CONDUIT d I dd #6 GROUND -L) (8)-#5 BARS VERT, W I a A Al i _ (ARRANGED SYMMETRICALLY AROUND PERIMETER OF CONCRETE PIER). - 2'-0" , 3/4"0 x 10' GROUNDROD CONCRETE POLE BASE DETAIL N.T.S. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). FINISHED GRADE F-::,1► y `' \ ' /XV VERIFY THE MINIMUM INSTALLATION DEPTH W/ LOCAL AUTHORITi S. \\/\'��%ti\ \ SELECTED BACKFILL, CLEAN GRAVEL UNDER PAVEMENT. r - PIPE 1 /2" LIMESTONE GRAVEL PIPE INSTALLATION DETAIL N.T.S. NOTE: WHERE CROSSING OTHER UTIUTIES MAINTAIN 12" CLEARANCE. 24" MIN. FOR SECONDARY ELECTR. & TELE. SERVICES 48" MIN. FOR PRIMARY ELECTRICAL SERVICES 3" MIN. DETECTABLE PLASTIC WARNING TAPE (SPEC 26 05 53). SELECTED BACKFILL - CLEAN GRAVEL UNDER PAVEMENT. CLEAN ROCK, SAND OR SOIL COMPACTED 95% STANDARD PROCTOR DENSITY. ELECTRICAL CONDUIT(S). SEE PLAN(S) FOR QTY. REQ'D. 2" MIN. BETWEEN CONDUITS 3" MIN. 2" MIN, BETWEEN CONDUITS UNDERGROUND ELECTRICAL CONDUITS N.T.S. JQTE: WHENEVER WATER AND SANITARY SEWER PIPES ARE WITHIN TEN (10) FEET )F EACH OTHER, THE BOTTOM OF THE WATER PIPE SHALL BE INSTALLED A u11NIMUM OF ONE (1) FOOT ABOVE THE TOP OF THE SANITARY SEWER PIPE. I DETECTABLE • PLASTIC WARNING TAPE (SPEC 26 05 53). FINISHED GRADE n � SELECTED BACKFILL, ��_ �� / / i /.� /., CLEAN GRAVEL UNDER PAVEMENT. c%jg WATER PIPE 1 /2" LIMESTONE GRAVEL SEWER PIPE WATER/SEWER SEPARATION DETAIL 5 N.T.S.ORION SU1 ANCHOR BOLT LOCATION IN RELATION ANCHOR ROD TO SHAFT ROTATION HEX NUT PLAIN WASHER HANDHOLE BASE PLATE SQUARE STRAIGHT POLE GROUT FINISH GRADE BOLT GROUT AFTER POLE PROJECTION IS SET AND PLUMBED 1"0 x 36" HEADED PLAIN WASHER ANCHOR BOLTS (GRADE HEX NUT = F1554) WITH HARDENED STEEL WASHERS. WHEN FOUNDATION LEVEL::� DESIGN WIND SPEED 4 4 EXCEEDS 110 MPH, d GRADE F1554 (Fy=55ksi) " BOLTS MUST BE USED. ANCHOR BOLT DETAIL BASE DIAGRAM s N.T.S. SU 1 r ^ ' '^HT FIXTURE AS SPECIFIED. L.E.D. LIGHT MOUNTING I DETAIL N.T.S. GENERAL NOTE. PRIOR TO INSTALLATION, .GENERAL CONTRACTOR SHALL CONFIRM THAT LIGHT POLES, LANDSCAPING AND UTILITIES DO NOT CONFLICT WITH SIGN LOCATION SHOWN. IF ANY POTENTIAL CONFLICT IS DISCOVERED, GENERAL CONTRACTOR SHALL CONTACT THE O'REILLY PROJECT ADMINISTRATOR BEFORE PROCEEDING. EXISTING CONDITIONS NOTES 1. THE CONTRACTOR IS OBLIGATED TO INSPECT FOR EXISTING CONDITIONS/INSTALLATIONS AND AVAILABLE INFORMATION PRIOR TO SUBMITTING A BID, REFER TO SPECIFICATIONS ALSO. 2. .EXISTING INSTALLATIONS (SUCH AS WATER MAINS/LINES, GAS MAINS/LINES, SEWER MAINS/LINES, TELEPHONE LINES, POWER LINES, AND UTILITY STRUCTURES IN THE VICINITY'. OF THE WORK TO BE DONE) ARE INDICATED ON THE DRAWINGS ONLY TO THE EXTENT THAT SUCH INFORMATION HAS BEEN MADE AVAILABLE TO OR DISCOVERED BY THE ENGINEER IN PREPARING THE DRAWINGS. THERE IS NO GUARANTEE AS TO THE ACCURACY OR COMPLETENESS OF SUCH INFORMATION, AND ALL RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS THEREOF IS EXPRESSLY DISCLAIMED. 3. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LOCATING ALL EXISTING INSTALLATIONS. 4., ANY DELAY, ADDITIONAL WORK, FEES OR EXTRA COST TO THE CONTRACTOR CAUSED BY OR RESULTING FROM DAMAGE TO OR MODIFICATION OF EXISTING INSTALLATIONS BY THE CONTRACTOR OR AFFECTED UTILITY COMPANY SHALL NOT CONSTITUTE A CLAIM FOR EXTRA WORK, ADDITIONAL PAYMENT OR DAMAGES. .5. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONSTRUCTION PRIOR TO SUBMITTING HIS BID. NO EXTRAS WILL BE PAID DUE TO UNANTICIPATED EXISTING CONDITIONS/INSTALLATIONS. CONTRACTOR CAUTION111 VERIFY SEINER LINE ELEVATION BEFORE STARTING ANY BUILDING PAD GRADING AND PLUMBING WORK, THE CONTRACTOR SHALL FIELD VERIFY LOCATION, MATERIAL, CONDITION, ACCESSIBILITY . it (INCLUDING STATE HIGHWAY OR OTHER RIGHTS —OF —WAY) AND WORKABLE FLOW LINE ELEVATION OF THE EXISTING SANITARY SEWER SERVICE LINE OR MAIN. IF A WORKABLE FLOW LINE HAS NOT. BEEN ESTABLISHED AT THE TIME OF. FINAL . SANITARY SEWER SERVICE CONNECTION, THEN THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES ASSOCIATED WITH THE INSTALLATION'- OF A NEW GRINDER PUMP SYSTEM EQUAL TO "ENVIRONMENT ONE" #DH152 PHONE: 518-346-6161 TO MEET OWNER AND LOCAL REQUIREMENTS. . VENSTAR KEYNOTE i VIA VENSTAR SURVEYOR / LIGHTING CONTROL PANEL. SEE 'SHEET VS1 &.VENSTAR SCOPE OF WORK (S.O.W.) 24" M.E.S. t INV. EL= 100.6f' F.P.P. 3/4" r I � 1 t, jf !I 1 \ \ 'r. !I PLi -- I 1 �•, �<< ,j / 24" M.E.S. -� I INV. EL= 99.81" J r. 0 TELEPHONE SERVICE REQUIREMENTS SPECIAL NOTE: NEW PHONE SERVICETO BUILDING SHALL BE AN UNDI ERVICE CONTRACTORS TO ' SCHEDULE INSTALLATION OF U/G TELEPHONE SERVICE CONDUIT WITH OWNER. ' CONTACT (417) 874-7288. 2" PVC SCHEDULE 40 CONDUIT WITH RIGID GALVANIZED STEEL LONG SWEEP BENDS 0 18-24" DEPTH FOR PHONE SERVICE. PROVIDE MINIMUM 1 /4" POLYPROPYLENE PULL LINE. PLACE CONDUIT A MINIMUM OF 12" FROM U/G ELECTRIC CONDUIT IN SAME TRENCH. CAP END OF CONDUIT AT PROPERTY LINE BELOW FINISHED GRADE AND INSTALL CABLE MARKER FOR PHONE .COMPANY, IF NECESSARY. OTHERWISE, CONTINUE PHONE SERVICE CONDUIT TO A POLE AND INSTALL RIGID GALVANIZED STEEL CONDUIT A MINIMUM 10' (ft.) ABOVE FINISHED GRADE ATTACHED TO POLE. CONTRACTOR SHALL COORDINATE INSTALLATION AND VERIFY REQUIREMENTS WITH PHONE COMPAN,', PLUS INCLUDE ALL FEES (IF ANY) BY PHONE COMPANY FOR INSTALLATION OF NO LESS THAN 10 PAIR CABLE, IN MENTIONED CONDUIT, TO CONTRACTOR INSTALLED 4' X 6' X" FIRE RETARDING BACKBOARD (IF PLYWOOD, PAINT BOARD W/FIRE RETARDING PAINT) WITHIN BUILDING. CONTRACTOR TO PROVIDE #6 AWG CU. GROUND TO TELEPHONE EQUIPMENT LOCATION FROM ELECTRICAL GROUNDING ELECTRODE SYSTEM. FINAL CONNECTIONS AND INSIDE PHONE WIRING ' BY OWNER. DEMOLITION NOTE CLEAN & CLEAR SITE OF INDICATED UTILITIES. STATE OF FLORIDA LIMITATION I HEREBY CERTIFY THAT THESE ENGINEERING DOCUMENTS WERE PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF FLORI 111A114- NORMYE. GOTH (DATE) LICENSE RENEWAL DATE IS FEBRUARY 28, 2015 R BY THE SEAL: SU1 P1 M1 1 2 PAGES OR SHEETS COVERED M2, E E , E3, VS1, VS2 AND VS3. THE ABOVE -STATED DRAWINGS ARE VALID AND AUTHENTIC ONLY IF EACH COPIED SHEET BEARS THE SEAL, SIGNATURE, AND DATE AFFIXED TO THE ORIGINAL DRAWING BY THE ENGINEER. THE AUTHORSHIP AND COPYRIGHT OF THE ABOVE STATED DRAWINGS AND SPECIFICATIONS REMAIN WITH SMITH-GOTH ENGINEERS INC. NO CHANGES BY OTHERS ARE AUTHORIZED. THEY ARE AN INSTRUMENT OF SERVICE AND ARE INTENDED FOR USE ON THE INDICATED PROJECT ONLY. THEY SHALL NOT BE REPRODUCED OR USED FOR ANY OTHER WORK WITHOUT THE WRITTEN PERMISSION OF THE ENGINEER. S 01Z CONTRACTOR*•TO STUB -UP 1 CONDUIT (1 -0) \ EX\IS ING HYD \ k: ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4'-0" 1 F.I.R. 1/2' OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL ��(m \ \ CONTRACTOR WILLMAKE THE FINAL ELECTRICAL �, CONNECTIONS INSIDE THE SIGN. SIGN DISCONNECT j UP FURNISHED/INSTALLED BY SIGN CONTRACTOR P qw O \ � •..: -' ' � / --' \ � \ \ n min � . { , PLP-37 PL1 �` \ �� - \h\.M.H.-1 2�� T.B.M. 1 S.P.K./DISK - O \ ELEV= 105.0.5' o..a v V- � \ < ❑\ \h / O 'VN PLP•-34,36................ \ \\ \ \® / �. J.� ''' •� .'i�' PARCEL 1 \ \ F.P.K. NAIL/DISK \ \ 6668 \l NEW PHONE SERVICE TO 13UILQING SHALL BE UNDERGROUND. GENERAL CONTRACTOR TO SCHEDULE INSTALLATION 1 �--58 MR ? WITH OWNER. CONTACT (417) 874-7288. SEE ❑1 ELEV= I05.81' . + P.0.8. UNDERGROUND ELECTRIC SERVICE. SEE 4 _ • + ' PARCEL 2 ELECT. DIAGRAM FOR REQUIREMENTS SUi � f 1 R 742K CONTRACTOR TO COORDINATE 1 i 1" WATER CONNECTION WITH WATER COMPANY. REFER TO CIVIL SHEETS •40^3 SU1 j \ CONTRACTOR TO COORDINATE 4" ;. SANITARY SEWER CONNECTION WITH SEWER COMPANY. REFER jW I' + `I TO CIVIL SHEETS Ij WP P.O.C. SHEET CHANGED rs�..�� ; ____ IN ITS ENTIRETY. I j I I w c' CONTRACTOR TO STUB -UP 1" CONDUIT (1'-0-) [ + R I ELECTRIC METER 1 ABOVE TOP OF FINISHED GRADE AND ZIP TIE 4-0 OF EXCESS WIRE TO THE CONDUIT. ELECTRICAL m CONTRAGTOR WILL MAKE THE FINAL ELECTRICAL CONNECTIONS, INSIDE THE SIGN. SIGN DISCONNECT + FURNISHED/INSTALLED BY SIGN CONTRACTOR INV. E.L= 9$.41 ' ( 5' 1 2 6 Sul Sul Sul �•� PLi TYPICAL r PLP-29,31 + PLP-35 o I o• DIG CNI T— F .I O'Reilly Auto Parts 7,453 SF ONE STORY BL.DG MIN FIFE = 105.67 NAVD 88 � 1 V.\\ o 1t N t A 1 C 1 4 ':r 1 1 1 1 101, - ------ T.O.B. - S„ N 89' 16'28 W ('• ��I F.I,R. 1/2" 228:35' F.I.R. i + ` 24" M.E.S. (BENT), 0.89' N. .� "� -' .� — — _ w _ — — ^ — _ — — _ — — .- _.—..._....._ _� r, i INV. EL= 98.33`:' AND F.C.M. 4 ; �� \\� / ' — � ` — _ ! t 0.50' S. N SITE UTILITIES PLAN SCALE: 1" = 20'-Y' UTILITIES CONTACTS: :LECTRIC: DUKE ENERGY, DARRY FOSHEE: 727-859-400', 'ELEPHONE: VERIZON, MR. ROBIN ARNOLD: robin.amoldOverizon.con NEW UTILITIES _WS— WATER SERVICE P.O.C. = POINT OF UGE UNDERGROUND ELECTRIC CONNECTION BETWEEN +•-r--UGT— UNDERGROUND PHONE SITE PIPING (SPEC —SAN---- SANITARY SEWER 02700) AND BUILDING OHE OVERHEAD ELECTRIC PIPING (SPEC 21 13 13, OHT OVERHEAD PHONE 22 00 00). AS GS GAS SERVICE NECESSARY - (BY GAS CO.) SPEC 21 13 13 ® SAW CUT DENOTES LANDSCAPE IRRIGATION). MMEM BORE GRAVEL STOP —CALL BEFORE YOU DIGt Harman I- Goth. FR. Uc A 87809, CA Lit / 27005 ��e �NaN, ado,. .. �' �-• _ Itlo.57809 � Z in in STArm Or 1 Pw 0 a A.R.�q�M,,�` z LLJ SHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR o w ALL OTHER PLANS. SPECIFICATIONS OR INSTRUMENTS ARE DISCLAIMED. = I- O r z w In z 0 0 r�? w d o w Z L) w Zito � N00s a w WOWx w o • WL M- = W N �.. 0. Oce OM�� o �} cm Q z 0 I- Z U ° W o w Q 0 o_ N w 0 O aoa W z IL M w oar �- ° Igo 0j o a� mayLLJ J M ,J o ii j 0- W .3 = w Ma Wo C/ w W � � Q NIL - z 0 r W Q L Z 0 N w U w Q In to ILL oW o O Ix N I 4Z cv..a w 7 - N I 4 LU m O 19 to h- tIi 2• r r V) in eta3 z V) a ii 3 w Z � w D. :n 0 z o: Vj z U DRAWN BY: CHECKED BY: W JTH NEG ° DATE: I d- 1 O/06/14 0 REVISION: 11-12-14 rY PROJECT NUMBER: 0- O ZRH U SHEET NUMBER z SU1 Nomwn E Goth, # SIN9, CA Uc # 27905 O41T ck /N `14� NOTE: 1. PROVIDE AT ALL WATER HEATER LOCATIONS. 2: BONDING AT WATER HEATER IS IN ADDITION TO BONDING COLD WATER PIPE AT ELECTRICAL SERVICE ENTRANCE. BOND METALLIC COLD AND HOT WATER PIPING AT INSTANTANEOUS WATER HEATER W/GREEN INSULATED CONDUCTOR CLAMP GREEN INSULATED BONDING JUMPER TO METALLIC PIPE, TYPICAL DIELECTRIC UNIONS WATER HEATER METALLIC WATER PIPE BONDING N.T.S. #6 AWG. CU. BONDING JUMPER TO NEAREST METALIC GAS PIPING PER NEC SECTION 250.104. E.C. SHALL VERIFY THAT GAS SUPPLIER'S EQUIPMENT PROVIDES ELECTRICAL ISOLATION BETWEEN BONDED AND UNDERGROUND SEGMENTS OF METAL GAS PIPING. HORIZONTAL REBAR OR TIE WIRES REBAR TYPICAL - EXTEREOR CONCRETE FOOTING #1/0 AWG COPPER . BUILDING ST CONCRETE SLAB a #6 AWG. CU. BONDING JUMPER TO NEAREST METALLIC GAS PIPING. ]#1/0 AWG COPPER TO NEAREST METALLIC COLD WATER PIPE --�,_GROUNDING ELECTRODE CONDUCTOR #1/0 EXOTHERMIC WELD OR TERMINATE ALL CONDUCTORS AT PANELBOARD GRD. BAR LOCATE NEAR _71MAIN PANEL �-- 3/4" PVC PIPE SLEEVE ' 4 NOTE: ELECTRICAL DETAIL IS FOR CONCEPT. ACTUAL FOOTING TYPE MAY VARY, BOND ONE REBAR IN THE FOOTING AND ONE REBAR IN THE SLAB WITH #2/0 AWG COPPER TO THE GROUNDING ELECTRODE. THE REST OF THE REBARS IN THE FOOTING AND SLAB ARE PERMITTED (PER NEC 250.52(A)3) TO BE BONDED TOGETHER BY THE USUAL METALLIC TIE WIRES GROUNDING ELECTRODE. THIRTY FEET OF #2/0 BARE COPPER CONDUCTOR. NOTE: GROUNDING ELECTRODE TEST MEASURE AND RECORD GROUND RESISTANCE FROM SYSTEM NEUTRAL CONNECTION AT SERVICE ENTRANCE TO CONVENIENT GROUND REFERENCE POINT USING SUITABLE GROUND TESTING EQUIPMENT. MAXIMUM ACCEPTABLE RESISTANCE: 25 OHMS. WHEN RESISTANCE EXCEEDS 25 OHMS; DRIVE AND BOND (#6 COPPER MINIMUM) ANOTHER GROUND ROD, ONE GROUND ROD LENGTH AWAY (MINIMUM 6'-0") • AND REPEAT TEST. GROUNDING ELECTRODE & BONDING JUMPER(S) DETAIL N.T.S. NOTE: 1. BOND ALL NONCURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED. PER NEC 250-92. 2. THE GROUNDED NEUTRAL CONDUCTOR SHALL BE RUN TO AND BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE WITH NEC 250-24c. 3. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE WITH NEC 250-96. SERVICE EQUIPMENT GROUNDING AND BONDING SHALL BE IN ACCORDANCE WITH NEC 250-66 NEC 250-24 NEC 250-92 NEC 250-28 NEC 250-53 NEC 250-130 NEC 250-90 BONDING REQUIREMENTS N.T.S. NEUTRAL TERMINAL BLOCK CONDUCTOR TO GROUND METAL BOX ISOLATED GROUND INSULATED EQUIPMENT GROUNDING CONDUCTOR EQUIPMENT GROUND BAR INSULATED EQUIPMENT GROUND BAR ISOLATED GROUND PANEL 4CH PANEL SHOWN, SERVICE PANEL SIMILAR) INSULATED EQUIPMENT GROUNDING CONDUCTOR[__------ J' J' J' J' 3' J' TO FEEDING PANEL'S EQUIPMENT GROUND BAR (� TYPICAL ISOLATED GROUND RECEPTACLE N.T.S. ALL SWITCHGEAR (PANELBOARDS, TRANSFORMERS, AND DISCONNECTS) WILL BE SUPPLIED BY THE OWNER (0'REILLY). SWITCHGEAR SHALL BE DIRECT ORDERED'AND/OR RELEASED FROM THE LISTED ELECTRICAL EQUIPMENT DISTRIBUTOR: PANELBOARD SCHEDULE - MDP AMPS: 600 MAIN BREAKER INCLUDE: VOLTAGE: 120/ 208 NEMA 3R COVER PHASE: 3 PHASE EQUIPMENT GROUND BAR TYPE: SQUARE-D, HCN +MUST BE TYPE "HACR" BREAKER KAIC: I 1 OK-35K , CKT BKR. SIZE WIRE SIZE LOAD LOAD DESCRIPTION 1 225A/3P ' SEE RISER 52.65 PANEL MP & PLP 2 0 SPACE 3 +70A/3P #8s 28.4 RTU-1 (7.8 KW) 4 +60A/3P # 10s 24.9 RTU-2 (7.9 KW) 5 +70A/3P #Bs 28.4 RTU-3 (7.8 KW) 6 +60A/3P # 10s 24.9 RTU-4 (7.9 KW) TOTAL LOAD= 159.25 TOTAL AMPS = 442.05 ELECTRICAL SYMBOL LEGEND. - & ABBREVIATIONS $ SINGLE POLE SWITCH $2 TWO POLE SWITCH $3 THREE-WAY SWITCH UP MOTOR STARTING SWITCH WITH PILOT LIGHT $x CLASS 1, DIVISION 1 HAZARDOUS LOCATION RATED SWITCH ASSEMBLY $Pw WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW-100" $Pw2 WALL MOUNTED OCCUPANCY SENSOR EQUAL TO "WATT STOPPER PW--200" SINGLE RECEPTACLE DUPLEX RECEPTACLE ISOLATED GROUND DUPLEX RECEPTACLE (ORANGE IN COLOR) 1 E3 QUADPLEX RECEPTACLE (TWO DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER'A SINGLE COVERPLATE) EXISTING UNPOWERED DUPLEX RECEPTACLE, R ISOLATED GROUND .QUADPLEX RECEPTACLE (TWO ISO.' GRD. DUPLEX RECEPTACLES IN ONE 2-GANG BOX UNDER A SINGLE RED IN COLOR COVERPLATE) A' ABOVE COUNTER GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE WPb WEATHER PROOF GFI (GROUND FAULT INTERRUPTING) DUPLEX RECEPTACLE ♦ TELEPHONE OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. [J JUNCTION BOX []Pc REMOTE PHOTO CONTROL, Q COMPUTER DATA OUTLET BOX WITH 1" CONDUIT TO ABOVE CEILING. '® 4" SQUARE STEEL BOX MOUNTED FLUSH'ON'FLOOR W/QUADPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. ® 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR W/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL _5/E2 FOR INSTALLATION OF BOX. 4" SQUARE STEEL BOX MOUNTED FLUSH ON FLOOR IW/QUADPLEX ISOLATED GROUND RECEPTACLE (SEE ABOVE ISOLATED GROUND RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. OUTLET COVER SHALL BE RED IN COLOR. ® 2" x 4" RECTANGULAR STEEL BOX MOUNTED FLUSH ON FLOOR W/DUPLEX RECEPTACLE (SEE ABOVE RECEPTACLE DESCRIPTION). SEE DETAIL 5/E2 FOR INSTALLATION OF BOX. 0 NEMA L5-3OR - SPECIAL RECEPTACLE 4 MOTOR Ii XX/XX FUSED DISCONNECT (SAFETY) SWITCH W/ SWITCH AMPACITY / FUSE AAPACITY AS INDICATED. 1 NON -FUSED DISCONNECT (SAFETY) SWITCH POWER OR LIGHTING PANEL W/PANEL DESIGNATION SHOWN ON PLAN (SIZES & MOUNTING INDICATED ON PLANS) X5& WALL/CEILING MOUNTED, COMBINATION "EXIT/EMERGENCY" SIGN W/SHADING INDICATING FACES. T`:P EMERGENCY LIGHTING FIXTURE WITH BATTERY NL .24 HOUR LIGHT, WIRE AHEAD OF ANY LOCAL SWITCHES.. FEEDING PANEL AND CIRCUIT NUMBER(S) NOTE: EQUIPMENT GROUND CONDUCTOR NOT SHOWN PLP--11,13 CIRCUIT CONDUCTORS GROUNDED CIRCUIT CONDUCTOR (OR NEUTRAL) AC LOCATED ABOVE COUNTER RTU PACKAGED ROOFTOP UNIT RGS RIGID GALVANIZED STEEL AFF ABOVE FINISHED FLOOR TS' TIME SWITCH BCU BLOWER COIL KNIT IMC INTERMEDIATE METALLIC TUBING W WALL OUTLET (46" AFF SEE CDU CONDENSING UNIT LC LIGHTING CONTACTOR MOUNTING HEIGHTS) EF EXHAUST FAN im MOTOR STARTING EFU ELECTRIC FURNACE R . RED IN COLOR .COVERPLATE X WEATHERPROOF (ENCLOSURE) X EXPLOSION -PROOF ASSEMBLY FURN GAS FURNACE MP MOTOR STARTING W/PILOT LIGHT GFI GRD./FAULT CIRCUIT INTERRUPT AHU AIR HANDLER NL NIGHT LIGHT JEMT ELECTRICAL METALLIC TUBING HP HEAT PUMP UNIT PEC PHOTOELECTRIC .CONTROL CM CEILING MOUNTED RGS RIGID GALVANIZED STEEL ELECTRIC SERVICE RESPONSIBILITIES SEE SITE PLAN FOR UTILITY COMPANY CONTACT. ITEM NO. DESCRIPTION (IF APPLICABLE) FURNISHED BY INSTALLED BY . UTILITY CO. CONTRACTOR UTILITY CO. CONTRACTOR Al SERVICE LATERAL X X 2 SERVICE LATERAL RACEWAY X X 3 METER BASE X X 4 METER X X 5 CT CABINET X X 6 OH SERVICE RISER. 0 BUILDING 7 SERVICE DROP POLE 8 SERVICE RISER 0 POLE X X g TRANSFORMER PAD PAD MOUNT TRANSFORMER -T GRAYBAR ELECTRIC CO. INC: 11885.LACKLAND ROAD ST. LOUIS, MO. 63146 MP T PANELBOARD SCHEDULE MAINS- 225A MAIN LUGS ONLY VOLTAGE: 208 ACCESSORIES: TYPE: SQUARE D, NQOD PHASE: 3O,4W 1. EQUIPMENT GROUND 13AR 4. **,'SQ. D' 002PAF MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR CKT. #15 & 17 SCCR:IOK AIC SPACE(S):42 3. *** GFI BREAKER (#11) SUB -FEED LUGS CKT CKT SIR WIRE LOAD DESCRIPTION (KVA) IA(KVA)19(KVA) C(KVA) (KVA) LOAD DESCRIPTION WIRE CKT BRK CKT 1 20A/l P #10s CUTOFF SAW 1.73 1.73 0 SPACE 2 3 20A/lP #109 STARTER/ALT. TESTER 1.64 1.64 0 SPACE 4 5 20A/lP #10s LATHE 1.70 1.70 0 SPACE 6 7 20A/1P #12s LIGHTING 1.63 1.63 0 SPACE 8 9 20A/lP #12s LIGHTING 1.63 1.63 0 SPACE 10 11 ***20A/1P #12s WATER COOLER RECEPT. 0.54 0.54 0 SPACE 12 13 20A/1 P #12s RTU RECEPTACLES 0.54 0.54 0 SPACE 14 15 **50A/2P #8s INST. WATER HEATER 4.75 4.75 0 SPACE 16 17 4.75 4.75 0 SPACE 18 19 20A/1 P #12s EXHAUST FAN 0.25 0.25 0 SPACE ' 20 211 20A/1P #10s STARTER/ALT. TESTER 1.68 1.68 0 SPACE 22 23 20A/iP #10s STARTER/ALT. 'TESTER 1.68 1.68 0 SPACE 24 25 20A/lP #12s LIGHTING 1.02 1.02 0 SPACE 26 27 SPACE 0. 0.00 0 SPACE 28 29 SPACE 0 0.00 0 SPACE 30 31 SPACE . 0 0.00 0 SPACE 32 33 20A/lP #12s BUILDING LIGHTING. 0.03 0.03 0 0.03 0 SPACE 34 35 15A/3P #12s VENSTAR SURVEYOR POWER MONITOR 0.03 SPACE 36 37 0.03 0.03 .0 SPACE 38 39 0.03 1.78 1.75 COKE MACHINE (ONLY) #12s 20A/lP 40 41 15A/1P #12s DATA CONCENTRATOR RECEPT. 0..60 2.37 1.77 CRIMPER #12s 20A/lP 42 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA} TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 5.20 11.51 11.07 1 27.78 77.11 mlgiwg�j g:4mm 1 felmz i 1� Bill 001 LOAD DESCRIPTION • O. SHALL WIRE LIGHTING CIRCUITS TOf BREAKERS. ATTN: SANDI YOUNG - DIRECT LINE: OR SAM CAST - DIRECT LINE: sandra.young0graybor.com or samuel.cast®graybor.com TOLL FREE = 1-800-289-5254 TOLL FREE FAX = 1 (314) 573-2082 1 (314) 573-2081 1-888-280-0128 PLP PANELBOARD SCHEDULE MAINS:225A MAIN LUGS ONLY VOLTAGE:208 ACCESSORIES: NOTES: TYPE: SQUARE D, NQOD PHASE: 30,4W 1. -EQUIPMENT GROUND BAR MOUNTING: SURFACE WIDTH: 20 2. ISOLATED GROUND BAR SCCR: I OK AIC SPACE(S): 42 . 3. *'S0. D' #Q01 PA - w/ nroi�ru r ­­ CKTI CKT BRK WIRE . LOAD DESCRIPTION (KVA) I A(KVA) B(KVA) C(KVA) (KVA) LOAD DESCRIPTION WIRE CKT BRK CKT 1 20A/1 P #12s SECURITY 0.50 1.62 1.12 LIGHTING #12s 20A/1 P 2 3 20A/iP #12s LIGHTING 0.15 1.09 1.06 0.94 LIGHTING #12s 20A/1P 4 5 20A/1 P #12s RECEPTACLES 0.36 0.70 LIGHTING #12s 20A/l P 6 7 20A/1 P #12s ISOLATED GRD. RECEPTS. 0.36 1.08 0.72 ISOLATED GRD. RECEPTS. #12s 20A/l P 8 9 20A/lP #12s CHECK IN RECEPT. (I.G.) 0.50 1.22 0.72 LIGHTING #12s 20A/lP 10 11 1 20A/1P #12s ISOLATED GRD. RECEPTS. 0.36 0.72 0.36 ISOLATED GRD. RECEPTS. #12s 20A/1P 12 13 20 P #12s SO TED GRD. RECEPTS. 0.36 0.72 0.36 ISOLATED GRD. RECEPTS. #12s 7.7 20A 1 P 14 15 15 1P #12s PHO E EQ IP. R C PT , 0.72 3.72 3.00 BATTERY 13ACKUP (I.G.) #10s 1 30A/lP 16 17 20A/lP #12s RECEPTACLES 0.36 1.26 0.90 RECEPTACLES #12s 20A/lP 18 20A/1P #12s BREAK AREA RECEPTS. 0.36 1.44 1.08 RECEPTACLES #12s 20A/lP 20 r23 20A/1P #12s LIGHTING 1.00 1.36 0.36 BREAK AREA RECEPTS. #12s 20A/lP 22 i OA/i #12s SLIGHTING 75 1.25 6.5 .P IN ER RECEPTACLE #12s 20 / P 24 25 20A/1P #12s LIGHTING 0.20 0.56 0.36 ISOLATED GRD. RECEPTS. #12s 20A/1P 26 27 20A/1P #12s LAWN SPRINKLER CTRL. 1.00 2.63 1.63 LIGHTING #12s 20A/1P 28 29 20A/1P #12s SITE SIGN i.30 1.66 0.36 ISOLATED GRD. RECEPTS. #12s 20A/1P 30 31 20A/1 P #12s SITE SIGN 1.30 1.66 0.36 ISOLATED GRD. RECEPTS. 12s 20A 1 P 32 33 *20A/1P. #12s LED BULDING SIGN 0.52 1.82 1.30 SITE SIGN #12s 20A/lP 34 35 20A/lP #12s SITE LIGHTING 0.47 1.77 1.30 SITE SIGN #12s 20A/1P 36 37 20A/1 P #12s SITE LIGHTING 0,47 0.47 ' 0 SPACE .... 38 39 20A/l P #1 Os BATTERY ' RACK RECEPT. 0.18 0. i 8 0 SPACE 40 41 20A/1 P #1 Os BATTERY RACK RECEPT. 0.18 0.18 0 SPACE 42 TOTAL PHASE A (KVA) TOTAL PHASE B (KVA) TOTAL PHASE C (KVA) TOTAL CONNECTED LOAD (KVA) TOTAL AMPS 7.55 12.02 7.90 27.47 76.25 NOT ALLBRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUNDING CONDUCTOR ROUTED WITH THE CIRCUIT CONDUCTORS. THIS MEANS ALL CONDUITS MUST HAVE A GREEN WIRE INSTALLED IN THEM AND SIZED IN ACCORDANCE WITH TABLE 250,122 OF THE N.E.C. CROSS -HATCH REPRESENTS CIRCUITS ® THAT ARE ASSOCIATED WITH OPTIONAL STANDBY GENERATOR CONTROL. GENERAL ELECTRICAL NOTES- 1. DRAWINGS ARE DIAGRAMMATIC & ARE NOT TO BE SCALED. SEE THE ARCHITECTURAL PLANS .& FIELD VERIFY 12. ALL DEVICES SHALL BE IVORY & SHALL BE EQUAL TO THE FOLLOWING: CONDITIONS FOR DIMENSIONS. SINGLE POLE SWITCHES -- 2. ALL ELECTRICAL WORK SHALL COMPLY WITH THE EDITION OF NFPA 70-NATIONAL ELECTRIC CODE (NEC) AS THREE-WAY SWITCHES --- . NOTED ON THE COVER SHEET. DUPLEX RECEPTACLE -- (SPEC 26 27 26) 3. ALL WIRING SHALL BE IN CONDUIT, EXCEPT THAT MC -CABLE MAY BE SUBSTITUTED ONLY AS FOLLOWS] GFCI DUPLEX RECEPTACLE --. ISO. GRD. RECEPTACLES -- A. MC -CABLE (MAXIMUM CABLE LENGTH OF 10'-0") MAY BE INSTALLED ONLY FOR BRANCH CIRCUIT' WIRING TO LIGHT FIXTURES IN LAY -IN GRID CEILINGS. 13. USE DEVICE PLATES MANUFACTURED .BY THE DEVICE MANUFACTURER. (SPEC 26 27 26) B. MC -CABLE (MAXIMUM CABLE - LENGTHS. SHOWN ON DETAIL 1 /E2) SHALL BE INSTALLED .INSIDE OF THE 14. FEEDER & BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER, STRANDED, 600V THHN/THWN INSULATION. FRONT CHECKOUT COUNTERS. EXCEPTION: WIRE SIZES #10 AWG & SMALLER SHALL BE SOLID. (SPEC 26 05 19) 4. FEEDER CONDUIT SHALL BE IMC OR RGS ABOVE GRADE & PVC BELOW GRADE WITH IMC OR RGS ELLS & 15. CONTRACTOR SHALL PROVIDE A TYPED CIRCUIT DIRECTORY FOFt ALL PANELS. (SPEC 26 05 53) RISERS. INTERIOR BRANCH CIRCUIT CONDUIT SHALL BE ELECTRICAL METALLIC; TUBING. -EXTERIOR BRANCH 16. CONTRACTOR SHALL PROVIDE A ONE(1) YEAR WARRANTY ON ALL WORK PERFORMED. CIRCUIT CONDUIT SHALL BE PVC BELOW GRADE WITH IMC OR RIGID GALVANIZED STEEL CONDUIT CONTINUING 17. CONTRACTOR SHALL PROVIDE NEW WORKING LAMPS IN ALL LIGHT FIXTURES AT JOB COMPLETION. ABOVE GRADE. (SPEC 26 05 33) 18. CONTRACTOR SHALL COORDINATE WITH & SHALL INCLUDE ALL FEES FOR THE SERVING "ELECTRIC UTILITY CO." 5. COORDINATE ALL WORK WITH OTHER TRADES TO AVOID CONFLICTS. COORDINATION. DOES NOT MEAN "I WAS TO PROVIDE ELECTRIC SERVICE AS SHOWN. CONTRACTOR SHALL ALSO INCLUDE ALL FEES FOR THE "SERVING HERE FIRST. PHONE COMPANY" TO INSTALL NO LESS THAN 10 PAIR CABLE TO BUILDING. 6. ALL -WIRING IN FINISHED SPACES SHALL BE CONCEALED, UNLESS NOTED OTHERWISE. 19. CONTRACTOR SHALL ARRANGE FOR & INCLUDE ALL PERMITS & FEES FOR HIS SCOPE OF WORK. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING. A COMPLETE & FUNCTIONAL SYSTEM IN 20. CONTROL WIRING BY HVAC CONTRACTOR. FINAL CONNECTIONS BY HVAC CONTRACTOR. SEE SHEET M1. ACCORDANCE WITH THE INTENT OF THE PLANS, WHETHER OR NOT EVERY ELEMENT THEREOF IS SPECIFICALLY 21, APPROVED MANUFACTURERS: CALLED OUT, A. PANELBOARDS & SAFEEY B. DEVICES: C. FLOOR BOXES 8. COORDINATE ALL EQUIPMENT ROUGH -IN CONNECTION REQUIEMENTS. SWITCHES (DISCONNECTS): 9. ALL OUTLET BOXES SHALL BE METALLIC. (SPEC 26 05 34) -- 'SQUARE D' -- 'HUBBELL' -- 'STEEL CITY' 10. ALL CAULKING ON BUILDING PENETRATIONS SHALL BE ELASTOMERIC POLYURETHANE (NO EXCEPTIONS), EQUAL -- 'G.E.' -- 'LEVITON' -- 'APPLETON' TO "VULKEM" 116. ANY CONTRACTOR WHO USES SILICONE OR ANY OTHER CAULKING WILL BE REQUIRED TO --- 'SEIMENS' -- 'PASS & SEYMOUR' -- 'HUBBELL' REMOVE & REPLACE' WITH ELASTOMERIC POLYURETHANE. 'BY -- 'CUTLER -HAMMER' 11. RECEPTACLES INSTALLED IN RESTROOMS SHALL BE GFCI TYPE OR SHALL BE PROTECTED A GFI DEVICE.. (SPEC 26 24 00) (SPEC 26 27 26) (SPEC 26 05 34) 22. MULTIWIRE BRANCH CIRCUITS WITH A "SHARED NEUTRAL" ARE NOT ALLOWED FOR SINGLE PHASE CIRCUITS. 3P/600A SAFETY SWITCH, SQ.D. I -LINE, HCN, NEMA 3R, 208V, 30. COVER MUST HAVE LOCKING OPTION. ELECTRICAL CONTRACTOR TO PROVIDE NEW LOCK WITH TWO SETS OF KEYS FOR OUTSIDE- PANEL. 2" CONDUIT WITH 4 - #4/0, 1 - #4 GROUND AND 1 - #4 ISOLATED GROUND ALL OPTIONAL STANDBY CIRCUITS SHALL ORIGINATE IN PANEL "PLP" AND BE ROUTED THROUGH TRANSFER SWITCH "E". TERMINATIONS IN TRANSFER SWITCH "E" SHALL BE MADE ACCORDING TO "TRANSFER SWITCH SCHEDULE" FOR PANEL "E". _ CONTRACTOR TO PROVIDE AND INSTALL ALL LABELING FOR SWITCHES. RELIANCE NON -AUTOMATIC (MANUAL) TRANSFER SWITCH WITH CAPACITY FOR SIX(6) SINGLE POLE CIRCUITS, DO NOT EXCEED 60"' MOUNTING HEIGHT FROM F.F.E. 3/4" CONDUIT WITH THREE #10 THHN AND.#10 GROUND[ RELIANCE OUTDOOR RECEPTACLE. SEE SHEET E2 FOR LOCATION BUILDING WALL--/ #2/0 AWG COPPER GROUNDING ELECTRODE CONDUCTOR TO ELECTRODE 3 GROUNDING ELECTRODE E3 Q METER SOCKET, INSTALL BETWEEN 5'-6" & 6'-6" EMPTY 1" NOTE: 1. SEE SITE UTILITIES PLAN FOR METER & TRANSFORMER POLE OR PAD MOUNT LOCATIONS. 2. BOND ALL NON -CURRENT CARRYING METAL PARTS OF SERVICE EQUIPMENT (INCLUDING METER ENCLOSURE) TO GROUNDING ELECTRODE AS REQUIRED PER NEC 250-92. 3. ALL ELECTRIC SERVICE EQUIPMENT, PANEL BOARDS, CIRCUIT BREAKERS & FUSED SWITCHES -SHALL HAVE A MINIMUM 10K AIC INTERRUPTING RATING, IN ACCORDANCE W/ NEC 110-9. 4. THE GROUNDED NEUTRAL CONDUCTOR SHALL BE RUN TO & BONDED TO EACH SERVICE DISCONNECTING MEANS ENCLOSURE IN ACCORDANCE W/ NEC 250-24. 5. BONDING OF OTHER ENCLOSURES SHALL BE IN ACCORDANCE W/ NEC 250-96. 6. ALL ABOVE GRAD FEEDER CONDUIT SHALL BE IMC. CONDUIT CONTRACTOR SHALL SUPPLY AND INSTALL THE FOLLOWING: *(2) 3" PVC, SCH. 40 CONDUIT FROM ELBOW TO ELBOW *(2) SETS OF 3" RGS .ELBOWS(36" RADIUS) *(2) 3" RGS RISERS ABOVE GRADE 0 METER & 10' AFG 0 POLE *PROVIDE PULL WIRE INSIDE CONDUIT CONTRACTOR SHALL COORDINATE CONNECTION W/SERVING ELECTRIC UTILITY L `RGS ELBOW i 2 2 SETS OF 3" CONDUIT EACH WITH 4 - 350 MCM ELECTRIC SERVICE DIAGRAM C600AMP/3-PHASES N.T.S. RGS FINISH GRADE Q to.57809 o So� w �40, STATE OF � � w fit0.VDV` ,", ��' 0 to w SHEETS BEARING THIS SEAL ARE AUTHENTICATED, RESPONSIBILITY FOR w NA ALL OTHER PLANS, SPECIFICATIONS = OR INSTRUMENTS ARE DISCLAIMED. }- IL O f- z w In z o O . w O Z W Zoo 111 = D_ .v WNMW w ti m J w °ao • WWas, cq tV- 3 to L Z� 0 a� o ' v cm z �� O U 0 W W 0 [i m a III O D' .0 J Q 0 Z 0 W InV) w w O aoa a m z III oa w 0 o �„3 ...� J LL Lo- >, 04 0 J IL W J = 0� w F- F- asow m W co = W o Na J Z r. W Q aZWN W w. > X w > IL O M W U N W O w 0 N LV <9 g .w � M IL ma Tan av w rr Q V) z O Q O U Z U w a V) L3 (1) 0 z Q O .InZ a vi z �0 DRAWN BY: CHECKED BY: 0 JTH NEG 0 I DATE: d- 10/06/14 p N REVISION: 11-12-14 = PROJECT NUMBER: ZRH SHEET NUMBER \ \ F 1/ !� tr !! 11 �w !! 11��4 / � 4 • ! J b 18" 16 ,.! • �[ ! J l EXISTING • Sg{J 1 ! f J RIGHT IN ! URIGHT f�--j;� "` OUT ACCESS T .f V87 J7 Zi ! l , : F.I.R. 1/2" • ' ,! J1 » btv s5 I It E TJNG D ' ! ; I RIGHT IN RIG TOUT of:"s PAVEMENT (FULL T f :: "Q' I A .." i I( DEPTH ASPHALT) A ESS I i F.I.R. 1/24- \ EXISTING FULL ACCESS - - \ fir V. _ • FDOT- YPE:'D' �. a. SY.k�:,.. le- I tz' ur100 8. N 89ri0'Z8 w--'.'�.—..... • j 1 a f (BENT), 0.89' N. ANd F.C.M. 4 , ✓ i ''� ` ✓ 0.50, S. ✓ i .. ` I -'' i f. = f f t ✓ ✓ j f f , r /r ..M• l f r e c � 1 :• '''�' ✓ A r "N d 8" • F.P.K. NAIVDISK .,to''' � '�•T.B.M. 2 " s.C.I.R. ELEV= 105.81 ' J. PARCEL. 2 S.C.1.R. 5/8» L8 7425 PROPOSED V CLF T.B.M. 1 S.P.K./DISK ELEV- 105.05' s' 0 . ��....... .._ ...... ...... ..... ...._. F _...__ 2 ...... ..... . ..... ....._._.....-..._. s. uNE o rJ�►cr 11 --•�-------_--- - ---- --- -- F.I.R.1 -.-- -- .-.---- -" P. 0. C. JNTERSECTtON OF S. LINE OF TRACT' 112 & W. R OF FORT KING R d 0' 20' 40' SCALE. 1" = 20' SITE LEGEND 6, HANDICAP PARKING SPACE --•••—f••— ROW/PROPERTY LINE - - - - - -- CENTER UNE OF ROAD PROPOSED CURB ... .......... ....... EXISTING EDGE OF PAVEMENT .. " ` } CONCRETE PAVEMENT/ SIDEWALK ASPHALT PAVEMENT TYP TYPICAL HC HANDICAP 11 PARKING COUNT R5' 6 RADIUS LF LINEAR FEET SF SQUARE FEET SIGN LEGEND NO TEXT OR SYMBOL SIZE R1-1 STOP 30'x30" R3-1 NO RIGHT TURN 24'5 e R3-7 LEFT LANE MUST TURN LEFT 30"x30" R5-1 DO NOT ENTER 30"x'30" R6.1 ONE WAY 36"x12" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES: 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. FDOT NOTES: 1. ALL WORK: WITHIN THE FDOT R/W (SR-41) SHALL BE IN ACCORDANCE TO THE FOLLOWING DOCUMENTS; FDOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM, 2010 (STANDARD INDEXES) FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATEST EDITION) 2. MAINTENANCE OF TRAFFIC SHALL BE IN ACCORDANCE TO FDOT INDEX 600,613 & 660. 3. ALL CONCRETE WITHIN THE FDOT R/W SHALL BE 6" THICK (CLASS 1) 3.000 PSI W/FIBERMESH. 4. ANY DAMAGED SIDEWALK OR CURBING ALONG THE R/W SHALL BE REMOVED AND REPLACED. 5. WORKING WITHIN THE FDOT R/W IS RESTRICTED SUNDAY-THURSDAY 8:00 PM - 5:30 AM. Sunshine8,1�1,com nc7m ��� W tt �atu o0 o w OOZwpa� BYO °C0.ao pU aM ui m cc a < H E T N O ■r N d� � cC o Q-J. c" N 0 LA -A co m fa c �4P �_ ` f� ajcc v M � z ~ CD co co a M m -cc o0t9z(7VJ zzoz wIaw aCL0� t�wzz V U u� LL a M J a c a a its (1) z 0~C a g a o a CL M 0 0 CC 0� z = J O = Q J o, O uj cro N O 0 m LE �3 \ •,o'er � \ U \ ,4p h ti 0 00 !0 \ \ �o• \ I` ►o gc\0\ 1 \ lb xs� J obi F•.I.R. 1/2b= \ \ \ V, jo0i 1 ti� \ f 1 fl f 7/ !J Q x�p1� r- �•e!' ©N o�g2 o�c,1 y'�' ti 1 J J f ( I !°�o�`/ --:: E�••'°�� \\ % XISTING xti°b~1�°�'�\1 EROSION CONTROL - .-• 1 I J Jl rk SILT FENCE ffM - : ;� • �!'�` EG 1° �P ' FULL 2b x � w \\ 01 01 �, I J�. ..•''� x h CCFSS a� (t -,iv : , t - o �, AWCUT LINE, ! m AND MATCH \ �'-o \ ENT �°�,� � �,AVEMF� 1 1 I I : JJ ^� 9 ��,. - '" �' - ' • • •,� 2 ( Q T.B.bf. 1 11 1 f Jh° ��°! ••'E'er i o b o°'�x / c� ,/� °► EX. STORM INLET t � �, �'.� -y,�• � \ S.P.K./Dt5K ! l �• a �. 2�i 1�0 '� "otv GRATE EL 104.66 pC.�. ti ro r \ ELEV= 105.05' b 24 M.E.S. 16" �'`' c 10� ti INV. EL 02.49 PROPOSEDBIGN 8 \ a fo p• \ lNv. EL- 100.E ' o F P.P 3 1a" Q,,,• •'" r I J JJ J1406. t �° X°� I r,,.1 •' I X° 05. /o \ °�,, tip�`b / / •► V1 .o 06g ( ,gyp �'rL/L EX.15 CMP / ✓ ( -0 \ STORM PIPE / �- + " 105. •� \ \ x o�sn' ( x TO REMAIN11105-001 1°� ?2�°' �'11°y \ rQ �,`�- .- "3 •wv �O� 4x ( 0 05 _, 57 3 .10a.Ox 1 \ IS(. EOP ti lemur 8 p�' '''` x x ( L 102'. �2 to x ������. !F J02.w.. I I I J EXISTING ~� `` �` °�,o~ �atio`�' x i f0 x �•4.s,1 xb3 J �,,. ` P k \ J f RIGHT IN sAwcuT uNE �o x x J11 C1. B. MEET AND MATCH 06. at FOOT TYPE C INLET 105.40x ( try / Sp25 0�..� "' " PARCEL 1 \ x y CIS RIGHT OUT EX. PAVEMENT GRATE EL =103.50 05.50 a X �- 18 F.P.K. NAIL/DISK \ po�2 , r' ACCESS L.- E INV. EL. = 100.90 ( 05. / f STR.-.3 y �� 6668 O EX. EOP r f --2 q�°hy3x x O�� 132 LF OF �� / �y0 �,c r .i •. • x tK Xo 5 qq I RCP/ADS '1l�-►� �^ --T.B.M. 2 MAINTAIN EXISTING POND ; \ N. @ 0.3696 SLOPE x x 105,24 x ®P S.C.I.R. 105.8 f' \\ \ \\ o. ,,, t-P.0.8. t 1 I I 13 Q p'3� / t °a`° �� x ti°�, �° 4 x >xq PARCEL 2 " ©w J J �Zop� 24 M.E. io ( LB 7�12.. e (u do I b INV. EL= 99.81 " ]' 0 ; x 1 f EX.1W CMP STORM PIPE j J TO REMAIN f i EROSION CONTROL/ ,rf"'� FDOT TYPE C INLET j F` ! SILT FENCE (fYP) D� x �p I j � .� " : 4GRATE EL - 104.50 to5` O 0 b i N INV. EL. =101.7� (EX.) tip tiph r J 3°A + y f " 0 ( S& w INV. EL.100.40 x --� ( •,, ,� .tiOq �� 1 p�b� `&. 46 LF OF 1W RCP/ADS x .2 x z x'�o°`b.° � t 00.43% SLOPE t I b f j x .tips` ao1 x .�., x tioa m ( m I PROPOSEDSIGN 10SBq 1 ro x p�D. �'e'x . 1 1 MES, SUMP TO ( b • INV. EL. = i o0.2 vp F.I.R. 112 °} 05 2 -" qAx W/ RIP RAP 0 ti PROPOSED s CLF INV. EL= 98.41 J412o R# 9" .9 ns 12 i .,o°`' ,jog .a / � SF ONE STOR%P LDG ~ r` N. o ak " do i 1 02 `, .A 1° x MIN FFE=,�405.67�QAVD 8$ � �' � 06.6 o�' pad' o ^x-- >x s ; x tip ��A rh x x r31 Oq x } { ( .tioa' 2 q �g x x 05. x g'�'ROOF RUN OFF FAOM�O x p�' •�O ; Z E X. EOP {]G .7 °'�• '3 ° ILDING TO 8E DIRECTED ti 1 t 45 .7 1 O q of x ti° TO PAVEM T OR POND ( �` EROSION CONTROL / ( EXI TING 5AWCUT LINE. I '� do ,tip (j rij• o Zj ( RIGHT IN MEET ND MATNT r I`'v`� �qo �� 89 .• POND AR SILT FENCE (tYP) , i . ( RIG QUT 2:1 =1IDE 4. f ! o b, ti° X TOs toa.0 f B07 tOD.B t; ; t ! ( A FSS Ex. EOP 22 q, I 03.9 .� 1�` x �0 8 � ''' •.'x tip 4 -°�' • I �o�. `�'..rt.- ,�o�' x tioa' xc) 03 . _ d- ^ 0 'ti°i ��1 p°� i EX. POND TO BE x " ° 'ti REGRADED AS SHOWN ( / T.O. 4. x qb x "IN11: E' M 1004 1 0 /018 10" --o - xl 2'1........ 4 . 05 0`3' x 10b`� x 5 . M. .., -1)R pY• t - . 443-5I 1......... " '" .....101 x o ° \ s R 10 G 1-9 T O �i ( ( / QA 7:0. 103.5 / �O�!yx 126 LF OF 15' RCP/ADS xti ti0�'' x103.9 wA ti° 10" �i 8"It �p2� o� 9 .. n 9--...,�,p.. BLORE- "„ E� ...:.... _... ......._.................. _.... a..,........H..S-... LINE OF' TRACT112... W .._ ...._ ._........_... .. w� ( ; I I 2h 24" M.l S. I IOz S t c' q (BENT), 0.89' "N. _ Fl7OT TYPE C INLET -� '\ `�-� w __ . _ _ ._ _...._ _ _ _. ,.r6. _ . _ .. _ _ F I.R. 1/2" - - - - - _ _ 102.72 O j 2 I AND F.C.M. 4 D 2 •-'t '• - -x- - - - - --x » . .. _ _... --% / EL= 9$.33 qib Q 0.50' S. 0 GRATE EL =102.00 °� \ i - _ _ _ ._ �. _ - - _ . _ . _ ..' - is E INV. EL. = 99.40 i �hq ,p,,�� °2p� _ _ - - _ . _ _ ._ �� P'. a. C. - W ,-• MAINTAIN EXISTING DITCH INTERSECnON OF S. tip ail, I s 01.57 x LINE OF/TRACT 112 1 o1A�O K W. READ OF TORT �-18" 41.E S. INV. EL= 97. i2' p ` 1 �q 24 ALES. INV. EL= 97.50' ,• i t � ti ` ° '� j tioa b x x q - � XJSTJ G S 0 5 ll D F N1 T � TRUCT RE A SM. -3 (C.M.P. VERTICAL PIPE STRUCTURE) \ A � � �' � TOP EL= 104.89 \\X 41, r �.•' 18" C.M.P. S. INV. EL= 101.84 SKIMMER ELE1/ 105.30 0.1.-9 (GRATE INLET) Oti - do ,moo r TOP EL= 101.12 { BOTTOM EL- 94.62 740 INVERTS FOUND" 1 `� -- sTR - tO (c.M P. VERncAL PIPE srRUC;URE) TOP EL- 103.20 q1 r 15" C.A.P. W. INV. EL- 100.13 q -x �' SKIMMER ELEV- 103.70 'UNABLE TO DETERMINE OUTFALL OF W. INV." 'A/ 1 aq #X 24" M.E.S. INV. EL= 96,51' 1� si YY=x y =ix�� m GRADING LEGEND ---•- • • • --- ROWIPROPERTY LINE �Ec• EROSION CONTROL w a» TYP TYPICAL N J a a ¢ a "s 22 z INV. EL INVERT ELEVATION co zz O 49.58 EXISTING ELEVATION Lu o C] w � uI 21 cc !am PROPOSED SPOT ELEVATION z a a o MATCH EXISTING GRADE o�p° a o U) U) ® DRAINAGE INLET S2 cQ c MITERED END SECTION 0' 20' 40' V•ddd + SURFACE STORMWATER FLOW y SCALE: 1- 20 n 0 v w` fl a3 1 P d FFE FINISH FLOOR ELEVATION .- r O 0 O O 0 O O° r `Q `t cu r z ASPHALT PAVEMENT ¢w>-u,-Ozsn a a �j ¢wT00m O im- Lu J p W a�at�r7COM of O cc a ace o ALTERNATIVE PIPE MATERIALS NOTES: ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FOOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A-2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS 111. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION, 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS. OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: 1. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. 6. DEWATERING METHODS OF WELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. GEOTECHNICAL REFERENCE: THE DESIGN OF THE PROPOSED IMPROVEMENTS HAS CONSIDERED THE FINDINGS AND RECOMMENDATIONS PRESENTED IN THE FINAL GEOTECHNICAL EVALUATION PREPARED BY UNIVERSAL ENGINEERING SCIENCES AND DATED MARCH 3, 2014. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC. NAVD '88 TO NGV929 CONVERSION = NAVD'88 + O.85' = NGVD'29 DRAINAGE STRUCTURE NOTE: SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. SurnShin�ilcam w f! $ . 1 s1 ..f "� t3 0 H -' 0 a z U) % O b r P�O� 0 !Aj¢ d r O � � 0 cc�.o wm Fo.: l = Lu N CC Co U co Z 00 cr � < It z¢� cvac -, a.u.a 0 (!) (D zzz� OFD W Z h w Qz Aa. wzz Q a: v li ti Q a� a w a Z :5 cl) CL �i Q e3 a ° �' z o a O � cr. 0 = J 06 Q J � � � Z J = � W N C'3 wm O Z Q a S H E T N 0 19 —7I 1n 1 \ \ m M c�a !t ��� FI.R, I121 H' fr � 1 t ..• � ® \ 1 r r 6 DUSTING OVERHEAD IMP ELECTRIC {iYP) .�► • • • ` 'fir / 00 ce r r 1 I O O 4 1 r 9 . ''"'� • :� ; . >, . APPROVIATE LQCATION OF OUSTING V �►' K WAs YVATEa SERVICE .0 SITE, 1 1 f a I " / , �/' • •' ° ' C0NTRAACT0" TO Vh*RiFY LOCATION, - " A 24 3/ / • • �° SIZE AND coNDITION PRIOR TO. to i b INV. ELF S.100.6 E`' ,% • 18■ i 6 • • • > INSTALLATIp OF PROPOSED f t 1 1 O y i F.P.P. �./ . �,,r • ` `" `WAStEWAT fiERVICE l,,tNE FULL \ STING FIRE \ �< 18LY V. ;ilk \ 0,,Z -o �$ M.N.- I EX/STING SANITARY TABLE SU.N.-I (S4WTARY A4NIHOLE) MP EL- 105.55 N 1W. EL= 96.I5 aINv.a=9st5 W. INV. EL- 98.20 T.B.M. I S.P.K./DISK ELEV- 105.05' APPROXIMATE LOCATION OF EXISTING WATER METERS AND €CATI OF ` BACITLOW PREVENTION DEVICES, METER AND \ SOURCE OF IRRIGATION WTION rE \ r ! ! I EXISTING — ! , , . r.o.S� "� '�' • ♦ \ P RIGHT IN r` .. - �..: i' ;�I��' P. o 8. 0 .� �� • • '1�3• PARCEL 1 RIGHT OUT r `' 18 f P.K. NAIL/DISK \ • ` ACCESS f 1 VF INSTALL1CLEANbUT," �' 6668 1f: tl ` ` ' > CONNECT' TO EXISTING r r �/��'�'" WASTEYVATER SEhVICE AT APPROXIMATE LOCATION OF EXISTINgl INVERT ELEVATION ;. • \ ; ----T.B.M. 2 EXISTING WATER SERVICE TO SITE \ ix- ELEV•= 105.81' ZLi / ,4 �' € A I CROSSING #1 f -.,1 \ PARCEL _ r . --, \ '. �f r, . O O ,ke; x,�` ?, , B. 2 EXISTING OVERHEAD ELECTRIC M-P) ®W •�++�� S R j{ s.CJ.R. s/8 ., k < r \ \ , ' ! 24 M.E.S. 4 LB 7425 IIVV EL= 99,8 t ' INS�'ALL 4r) fASIEWATER SERVICE TO BUILDING -• � � , CONNECT PROPOSED i WATER SERVICE tI I I @,1.00%, MIN. SLOPE `+, TO EXISTING WATER SERVICE, \ }}, 1 1 f a `` CONTRACTOR TO VERIFY LOCATION, SIZE \\\ r. J `�I f j q ¢" r - ' • " .. INS ALI. LFJINOUT . , t ` of PROPOSEDWATER D CONDITION ATRSERVICE INSTALLATION TO E1 1oiINv. �L .00 \ k 1• WATER SERVICE sin �r • I, ..� r I� � f.: - ., •.: _ •Ar •£ to It ilf rr 1 r WATER AND WASTEWATER • r, �` m € o r PROPOSEOSCGN SERVICES TO BUILDING. SEE ARCHITECTURAL PLANS j I , tt d FIR f/2" {�° • < FOR CONTINUATION U ` r. 1 I R ,. �,. . INV. EL= 98.41 » • o e` PROPOSED SIGNbp d \ •a 1'. \ D 7,453 SF ONE STORY BLDG j g ♦rxr� I ! �1�?�•. 1°" , •'t . MIN FFE — 105.57 NAVD 88 1 \ `� I. it � :,f., - � • . I• • _ <. , • . ,.. • , l { . `I; . !� EXI G II. li RIGHT IN t. I I RIG GUT ff .I AOCESSI 1 r •• 4, ��36.:h72YEiolQ?•.4z8`.�X';C� A.. , �•;'r ;''.;�Yir.Cfx'..r "e7'd,< i{�1 . . . � V: `J: - �i»F�i:x'.i3. i�>i+`XCPv'.#..'k:h'G�..'.L71Xa��G.lisf.1k351.i£�R4C� k':`5i-X:"•.�•• •�: ` w+r:.•i•'r�wrwiii�•'�wr•ri�iiiri�t•ri-�.in�u "'_ ...... r,— wrr / 10 N 8i1"4I3 2$" a •—r ii �: i •. •••'w►• •err •.•..+ter..• ♦ r •.•.►•wr A • •. rrwr.. • " v♦•�a.rr.rw•s .•r.=aar�n- +�v'rss-���•y�':._==�•�-� •�•tr,::... -_, S. LINE OF TRACT 112 FI.R, t/2" ' 2284W, " (BENT). 0.89, N. �' 1 � ., • ... _ — F.I.R. 1/2 ; f24 M.F.S. — — ._. — — — +�- • jf I IbNI� EL_ 9s.33: 4 � AND ,FS .M. 4, �• �• .� `\, � r ._.. _. _.. — _ _. _.._ ... — — _ _.._ — ....._.. —.. _. — .,.._ ...._ _.... — ._ __ ... / /.- •InI rrrERsEcnoN OF s. i �/(�'• ,r �. `� ,,_ ,,i ,.- LINE OF TRACT 112 W. R, IhN•Y OF PORT K KING R 0 INV. EL= 97.72' .... _... — — ... _. _ .._ _ _ . — ._ .. _. _ _. _.. _. _ . 24 4M.E.S. INV. EL= 9Z50' / r PROPOSED \ ` J GRADE �•—_/! •� EL=104.85 'N TOP = 101.90 ' 15" RCP STORM PIPE IE - 100.45 )w PVC SAN. 0.. /1 SEWER PIPE *TOP = 98 / >> 'IE = 97.ft WASTEWATER PIPE ARE CAALCULATED TIONS USING BEST AVAILABLE INFORMATION, i CONTRACTOR TO LOCATE EXISTING WASTEWATER LINE PRIOR I 24" M.E 5. INV. EL= 96,5 f ' TO INSTALLATION OF PROPOSED WASTEWATER OR STORM 1 j PIPES AND NOTIFY ENGINEER OF ACTUAL ELEVATION$. 1 CROSSING #1 NOT TO SCALE UTILITY LEGEND SAN SANITARY SEWER p PROPOSED CLEANOUT ® EXISTING WATER METER EXISTING FIRE HYDRANT pq EXISTING WATER VALVE EXISTING BACKFLOW PREVENTION DEVICE WAIM ifl MAIN I M vi z qr N 46 DIP ELBOW w/r�srRaNED .wwts (TrP.) FINISHED GRADE STORM OR SANITARY SEWER PIPE 11 to n d' 20' 40' SCALE: 1" = 20' CD Z THIS METHOD TO BE USED WHEN INSUFFICIENT COVER EXISTS TO ALLOW WATER MAIN TO CROSS ABOVE SANITARY SEWER LATERAL WITH 18" VERTICAL SEPARATION AND MAINTAIN 36" MIN. COVER TO FINISHED GRADE. WR E, CRMNG D TAILOWCimu I SERVICE LATERAL NOTE: IT IS THE RESPONSIBILITY OF THE CONTRACTOR DURING THE INSTALLATION OF ALL SERVICE LATERALS (SEWER AND WATER) TO COORDINATE ALL VERTICAL CLEARANCESICONFLICTS WITH EXISTING AND PROPOSED PIPING, CONDUITS, AND SOFT UTILITIES (EXISTING AND FUTURE). EXISTING UTILITIES NOTE: CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. DATUM NOTE: ELEVATIONS ARE BASED ON NAVD 1988, AS PROVIDED BY EXTREME SURVEYING OF FLORIDA, INC. NAVD'88 TO NGVD29 CONVERSION = NAVD'88 + 0.85' = NGVU29 UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNERS RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. Sunshine8�l,com 0 a cr w 0 a 0 � � yy(n W fa tq` m yam z `j C Iw- to 0 C.0 0 ¢ O? . zFgm0.4 c� o 0 a a cc a H E T N 0 Ar a uj !--h Q �rc 0 ¢OLL oscv ac ^�1D v`°' v wmpr n^a WVZ UJtiCC co z�O a�� oXO 2a> N Q. 00 a. U- Q cac9z0m zzoza CC Z --. wz> 0 Wzz U 0 U- 4 a UJI q O a a � D x U) .Q Q � CLo O -' LL aJ J a W W � N _L•11 'u I �1-y�wea r'PI ' :1 �q!'1 ■ a' '1' 1 1 M u E' e R fi t. f EXISTING 3 RIGHT i N ' RIGHT OUT ....... ACCESS i, f Q16" 1 ♦ a f RIGHT IN RIG] i'T OUT 80 SOD SOD , :t .•--" *A SA SOD FULL s' . , za „ \ �, ACCESS < . ..�-�!'r�,• ,�/'/ its►, �Z'.:'' • Qv PROPOSED SIGN {8k15 ON 7 BASE} UA \ i EXISTING TREE TO REMAIN SEE TREE BARRICADE DETAIL (TYP.) BAHIA SOD �,.W•%18" \ EXISTING TREES TO REMAIN 4 SEE TREE BARRICADE DETAIL (TYP.) t ' UA 4•• 10 _ ay EXISTING TREES TO REMAIN . E , SEE TREE BARRICADE DETAIL. (TYP.) 1... UA • I _..., ..... ••t*a'♦s Yam- ,i•.�:. - _:._. :r•: t • r PROPOSED SIGN ... ,t'IVS .LC 1 , L- / �. 1 - -..... PM ti M , 1 • ` _« ` Amy _.�, {sxlsoNWeas� � r •,`,DVS TREES TO BE REMOVED 2 1 4 w SIZE D`�= ev1 V 12" � pNl�ti s 12" Na g 20" f IM.E.s•-4 Q` 30" 7,453 SF ONE STORY BLDG f I tt to" M IN FFE = 105.67 NAVD 88 EQ I t r PM �. t 2 VEHICULAR USE AREA CALCULATIONS 78 FM ff t VEHICULAR USE AREA = 21,661 S.F. 04 RC N AR - o•�.-� QV ___ .._.. p` REQUIRED INTERIOR G E EA (21,661 X 10%) - 2,166 S.F. I UA r,' V-5 ' = it _ INTERIOR GREEN AREA PROVIDED = 2,472 S.F. I 7 1� is. 5 t INTERIOR TREES REQUIRED (2,166/200) = 11 INTERIOR TREES PROVIDED = 12 LEG • GO BA A� SO Mrs .-8 BAHIA � � _103 '• WDA APE BUFF W SODT o.8.- _ _....... _ ...... « .._ .. _..1 _ .._.......... . a•Y•rr.:rw�-ru••i..:.":.:,.,-,...y:.�.4.._, ..«.....:.-.•..•^s.: r7 ,e;.......»..........•..... ...............«. .......,...T;_.». «..�_.......... _ 1o� • N 89'18'28» W � ...l.�.�.y 'j ..... .. •� .. .... ....z.w.,, e': .. .. ... ... ... ... ... ... ... ... ... PLANT LIST SYM. QTY. -� BOTANICAL/COMMON NAME SIZE ^� PM 7 PODOCARPUS MACROPHYLLUS/PODOCARPUS ^ 6' HT. X 2.5' SPD, TREE FORM QV 8 QUERCUS VIRGINIANA/LIVE OAK 3" CAL. 10' H,C X 4' SPD. UA 4 ULMUS ALATA/WINGED ELM 3" CAL. 10' HT. X 4' SPD. IVS 35 ILEX VOMITORIA 'SCHILI_INGS'/DWARF YAUPON HOLLY 3 GAL, 14" X 14" LC 15 LOROPETA_UM CHINENSIS 'RUBRUM'/LOROPETALUM 3 GAL, 18" X 18" VO 92 VIBURNUM OBOVATUM 'WALTERS'/WALTER'S VIBURNUM 3 GAL.. 18" X 18" LEG 637 LIRIOPE 'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL SOD TBD ARGENTINE BAHIA SOD TBD ST. AUGUSTINE xxs= 0000 >' c� rzzCL wQ:3':3 U4�•� aQ§7. zz w0wu! (-crM=t a: jwoo V NWW W on.a a aocow ww(� �Q¢ Gu uui d d d d r r r 2 n O Q Q m �OCiP �r. �GiZOhtAtRld C7Nr Z ww>-O-ozw >oW w Q H ���• Y O), zozw`�ow cc g A C>0 d co: ed a a ;o a N Fes•- q 0cr. q � os tv vim' toj• W% --� toN �`' CL M x U W N CC co Z .ram b CD X A e� < tl• = q ? O NO. M 4-Ll,Q zcn zzoz� ..�� � Z�} z ac w a W moo)u U- a J a Z5 0 a a cr) CC a Q ° (L z 5 0 mi un , a. W, w (1) 0. U J = Z J a � W N. O