Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
470 Towne Center Cir 05-2059, 05-3161 New Construction Wendy's
Flu VAC EQUWMENT SCHEDULE MANY- FACTORER ��®�� ��. MARK r0- S/A FAN HEATING INPUT HEATING OUTPUT TOTAL COOLING MAXFLA • 208V. O.F.A. C.F.M. ®TES HP CFM SSIP�%OLT RM-010-8-0-AA02 132 RTU-9 10 3 4000 .76 208/3/80 22.6 KW 77 MBH 128 MBH 900 9260 9 2 8 AAON n OR RM-010-8-0-AA02 132 RTU-2 10 3 4000 .76 208/3/60 22.6 KW 77 MBH 928 MBH 100 0 2 LCA-120H RTU-1 10 3 4000 .76 208/3/60 22.6 KW 188 M13H 124 MBH 94 1260 1 2 6 LENNOX o LCA-120H RTU-2 10 3 4000 .76 208/3/60 22.6 KW 188 MBH 124 MBH 94 0 2D OR--- TCD-121 RTU-1 10 3 4000 .76 208/$/80 27 KW 92 MBH 127 MSH 110 1250 1 2 4 6 TRANE o TCD-121 RTU-2 10 3 4000 .76 208/3/60 27 KW 92 MBH 127 MSH 110 0 2 ND- RM-U93-8-0-AA0213-2-EO-9E2 MUA-1 13 2 3150 .6 208/3/60 30 KW 102 MBH 196 MBH 125 $160 9 3 6 $ AAON NOTES: 1 MOTORIZED OUTSIDE AIR DAMPERS INTERLOCKED WITH EXHAUST FANS IN FAN CONTROL PANEL. 2 ELECTRICAL DISCONNECT SWITCH, SMOKE DETECTOR, AND CONVENIENCE OUTLET PROVIDED BY ROOFTOP MANUFACTURER, 3 ELECTRICAL DISCONNECT SWITCH AND SMOKE DETECTOR PROVIDED BY ROOFTOP MANUFACTURER. 4 UNIT EER = 11.2 6 UNIT EER . 13.8 6 SMOKE DETECTOR TO BE MOUNTED IN SUPPLY AIR STREAM. o SELECT ONE MANUFACTURER FROM ABOVE TO PROVIDE RT-1, RT-2, AAON MUA-1, ROOF CURB PACKAGE AND AIR DEVICE PACKAGE. QMF1 DC VI CE SCHEDULE ®( G® NE�� SIZE TYPE PI.F.M. MOUNTING PATTERN DUTY METAL AIRS MODEL No. w e- `✓ WHITE °r Q) U- I— v_�'i z 3- Lu 0 < ec > _j (L � z c k- un a- m a 7: x O ROUND NECK O O A 13 10' 0 300/360 0 4W 0 7600 O O B 3 8" 0 160/190 0 4W 0 7600 O O C 6 22"x22" 0 300 o DUMP o 7000R-6 SEE GENERAL NOTE #14 D 4 20'x20' 0 o LOUVERED o 7000R-8 E 3 8' 0 150 0 0 7000-1R F 2 8" 0 100 0 4W o 7000-1 O O a 6 10" 3W 0 7600 O �/ H 1 92 4W o 7600i �1 O2 - NOTE: EQUAL DEVICES BY CARNES SERIES 4300-4, ANEMOSTAT SERIES PREQ OR HVAC EQUIPMENT SUPPLIER ARE ACCEPTABLE NO OTHER SUBSTITUTIONS PERMITTED ON CORPORATE OWNED STORES. GENEIF1 ALA NOTE _a 1) HVAC SYSTEM DESIGNED TO MEET OUTSIDE TEMP OF 93 DEGREES F SUMMER AND 0 DEGREES F WINTER. CONTACT "AAON NATIONAL ACCOUNTS' (1-877-436-4666) FOR REQUIREMENTS AT OTHER TEMPERATURE CONDITIONS. 2) PROVIDE 1 YEAR WARRANTY ON WORKMANSHIP AND ON EQUIPMENT BY MECHANICAL CONTRACTOR. 1 YEAR PARTS, 5 YEAR COMPRESSOR AND 10 YEAR HEAT EXCHANGER WARRANTIES ON THE ROOFTOP UNITS BY MANUFACTURER. 3) INSULATED FLEXIBLE DUCT MAY BE USED IN MAXIMUM LENGTHS OF 7'-0' PER BRANCH RUN. THE BALANCE OF THE RUN $HALL BE HARD PPE W/ 1" INSULATED SLEEVE. FLEXIBLE DUCT SHALL BE OWENS CORNING INL.26 OR EQUAL. 4) SPIN -IN FITTING W/ DAMPER SHALL BE FLEXAIRE RF OR METALAIRE MB8D. TYPICAL OF ALL BRANCH DUCT RUNS. 5) ALLI DUCTWORK TO BE RUN ABOVE THE SUSPENDED CEILING. 61 HVAC CONTRACTOR TO RECEIVE AND SET ROOF MOUNTED CONDENSING UNITS AND PROVIDE MOUNTING RAILS. REFER TO STRUCTURAL PLAN (SHEET 8) FOR LOCATIONS OF ROOF MOUNTED EQUIPMENT, CURB, AND RAIL DETAILS. 7) DUCTWORK SHOWN IS FINISHED O.D. DIMENSION AND TO BE INSULATED W/ 9 1/2 - DUCT WRAP, INCLUDING DIFFUSERS. CONTRACTOR i HIS OPTION MAY USE EI 800 FIBERGLA88 DUCT. 8) RETURN DROPS FROM RT-1 AND RT-2 TO BE LINED, PINNED AND GLUED W/ V INSULATION PER INDUSTRY STANDARDS. CONTRACTOR • HIS OPTION MAY USE EI 800 FIBERGLASS DUCT. 9) COMPLETED INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, INCLUDING, BUT NOT LIMITED TO THE LATEST EDITIONS OF THE FOLLOWING: STATE BUILDING CODE, NFPA-90A, NFPA-86 AND NFPA-101. 10) SUPPLY AND RETURN AIR DUCT DROPS FROM ROOF TOP UNITS TO BE ISOLATED FROM UNIT VIBRATION WITH FLEXIBLE DUCT CONNECTOR$. 11) ALL SUPPLY A RETURN AIR DUCTS AND DIFFUSERS ARE TO BE INSULATED. 12) RUN 18/10 THERMOSTAT WIRE FROM FAN CONTROL PANEL TO ROOFTOP UNITS FOR THERMOSTATS AND FOR OUTSIDE AIR DAMPER CONTROLLERS. 131 HVAC CONTRACTOR TO TEST CHECK AND BALANCE ALL ROOFTOP UNITS, EXHAUST HOODS, EXHAUST FANS AND DIFFUSERS TO SPECIFIED CFM'8. AND SUBMIT A WRITTEN REPORT TO THE OWNER. 14) 'C"I DIFFUSER$ TO HAVE 22'x22' BOX FIELD FABRICATED W/12' COLLAR INSTALLED IN SIDE OF BOX. TO BE FIELD MEASURED FOR 12' HEIGHT. 16) THERMOSTATS ARE PROVIDED BY ELECTRICIAN IN FAN CONTROL PANEL (SEE SHEET #14). HVAC CONTRACTOR TO MOUNT REMOTE SENSORS AND RUN CONTROL WIRES FOR STATS AND SENSORS OUTSIDE OF THE FAN CONTROL PANEL. 10) ALL CURBS TO BE ONE PIECE WELDED AND INSULATED 18ga. STEEL, 1 1/2 " 311b. RIGID INSULATION GLUED TO INSIDE OF CURB, ALL CURBS TO HAVE 1 V2 " WOOD NAILER ATTACHED TO TOP OF CURB. 171 ALL 90 DEGREE BEND$ IN SUPPLY AIR DUCT TO HAVE TURNING VANES. THE DISMANTUNQ OF ANY DUCT WILL BE REQUIRED TO VERIFY VANES. 18) ALL DUCT WORK IS TO BE INSTALLED PER SMACNA SPECIFICATIONS, PIEZO ALERTS FOR SMOKE DETECTORS INSTALLED BY HVAC CONTRACTOR 99) MOUNTING LOCATION SHOWN ON ELECTRICAL PLAN. HYAC CONTRACTOR TO SUPPLY AND INSTALL WIRE FOR THERMOSTAT 201 AND SMOKE DETECTOR CIRCUITS, 21) HYAC CONTRACTOR TO CONNECT MUA-1LOW VOLTAGE CONTROL RMINAL$ TO CONTROL PANEL TERMINALS. 22) DESIGN AND INSTALLATION TO COMPLY W/ FLORIDA BUILDING CODE 2001. I FAN SCHEDULE ACCESSORIES RE;NN JENOO HARD G.F.M. S.P. RPM HP VOLT Lu MODELMODEL NOTES _j NUMBER NUMBER o > d EF-1 2500 1- 1066 1 1/2 208/3/60 0 o FX138FTH-W 18ON13RTD 01O0 EF-2 1360 1' 9266 1 208/3/80 0 o FX136FTH-W 940NBRTD Q)02O EF-3 300 3/8 1660 1/92 996/1/80 0 0 o DX-1OR LPD08 O O2 O 01 FANS WILL BE SUPPLIED AS PART OF THE EXHAUST HOOD PACKAGE OFOR U.L. 762 APPROVED GREASE RATING USE JENCO FANS. O3 RPM'$ ARE FOR INITIAL SET-UP. VERIFY CFM DURING STORE BALANCE. Q0M BALANCE � C H E D U L E MARK SUPPLY AID RETURN AIR OCCUPIED / UNOCCUPIED OUTSIDE AIR OCCUPIED / UNOCCUPIED EXHAUST AIR RESULTINq- PRESSURE RT-1 4000 1300 / 4000 0260 / +0 a9260 RT-2 4000 2700 / 4000 +0 / +0 +p MUA-1 +3150 / +0 +3160 EF-1 -2600 -2600 EF-2 -1360 -1360 EF-3 -300 -300 TOTALS +4400 -4160 +260 EAXHAUSST HOOD SCHEDULE MARK SIZE SUPPLY OPENING EXHAUST OPENING ROOF OPENING DUCT AT CURB O ALL DUCTWORK SHALL BE FABRICATED ACCORDING TO NFPA 96 & LOCAL CODES. O FINAL BALANCING OF THE SYSTEM SHALL BE PERFORMED AS OUTLINED IN INSTRUCTION SHEET FURNISHED BY HOOD SUPPLIER BY CERTIFIED TEST 8. BALANCE CO. O3 EXHAUST HOOD DUCT IS A 15 GA. BLACK STEEL W/CONT'S. WELDED SEAMS, PAINTED The OWNER'S SPEC'$. ® EXHAUST AIR OPENINGS TO BE CUT IN FACTORY ALL HOODS TO BE VL 710 CERTIFIED AND LABELED. HOOD-1 48'x84' 10"x24' 30"X30' 16,X16" HOOD-2 32'X128" 6'X18' 30"x30- 90'X99" ASHRAE 62 /FM 403.3 OUTDOOR VENTILATION AIR CALCULATIONS DINING ROOM: 1260 FT2X 100 PERSONS/ 1000 FT'X 20 CFM/ PERSON 2612 TOILETS: 300 CFM EXHAUSTED 300 CFm REQUIRED -- 300 KITCHEN: 764 FT2X 20 PERSONS/ 1000 F'T2X 16 CFM/ PERSON = 226 STORAQE: 426 FT2X 16 CFM/ FT S 04 OFFICE: 112 FT 2X 60 PERSONS/ 1000 FT2X 20 CFM/ PERSON 112 OFFICE: 346 FT2 , 30 PERSONS/ 1000 FT' X 16 CFM/ PERSON = 166 TOTAL OUTSIDE AIR REQUIRED 33(89 CFM TOTAL OUTSIDE AIR PROVIDED 4400 CFM BUILDING IN COMPLIANCE W/ ASHRAE 62/ FK 403.3 .d '?� Final lisp _oet� Date-�..�.�p��"53�.-� JUN 1 C" f 0 U 0 V) J O W :2 or w Xz 10",6 rn O / RT-1 S REMOTE SENSOR MOUNTED ON WALL U 60" AFF 5 A e300 BALANCING DAMPER \ A 350 16';6 16';6 A I TAGHMeN f METHQUO: ICE MACHINE CONDENSER (200 LB)-, A: PROVIDE 4-22 GA. GALV. HURRICANE STRAPS PER A/C/ UNITS & 2 3/8"x3/4" LONG A307 STEEL GALV. PAD ITYP.) BY \ BOLTS TO ALUMA STAND RAIL. MECHANICAL CONTRACTOR \ / \ ALUMA STAND RAIL ALUM. RAIL (SEE SECTIONY \ \ 1 1/2" O.D. W/ .083" WALL ` RAIL SECTION 1/8' �7 4 X4 x3/96 -a \ 9/4 x1/4 LQ. GALV. A-307 � =. fHUM9BSCREWS, 20 `)'URNS P�SIN. \ TORQUE FOR THUMB SCREWS 1 9/4"x1 1/4"x1/8" 20 FT/LBS OR TO RESIST, HORIZONTAL WIND LOADS 96/16" BOLT 8 NUT OF 1050 LBS. NOTE: 9"x1"X1/19- -18" MINIMUMS CLEAR HEIGHT. 1. SUPPORT FRAME: 60$1-T6 ALUMINUM ALLOY, ALL JOINTS WELDED, OTHER THAN SHOWN. 2. ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. 3. SUPPORT FRAMING 8. ANCHORAGE TO COMPLY W/ THE STATE OF FLORDIA 2001 BUILD'Q CODE 4. VIBRATION ISOLATOR PADS SHALL 13E PROVIDED BY THE A/C CONTRAOTOR 80 AS NOT TO CAUSE VIBRATION TO EXISTING SUBSTRUCTURE. 6. SECURE EA. :STAND LEG PLATE W/ NEW 3/8" STOVE BOLT INTO WOOD BLOCKING OF STRUCTURE. 6. STAND HEIGHT IS IN COMPLIANCE W/ FBC SECTION 1611.7. A/C UNIT RUIR'� (01ASKET 1:1�A/C RAIL A/C CURB RUR GASKET A/C UNIT `-FAN RAIL A/C CURB wtitiuWOOD ELOCKING WELOCKING ANCHORAGE TO COMPLY W/ 2001 STATE OF FLORDIA BUILDING! CODE. ANCHORAGE TO COMPLY W/ 2001 STATE OF FLORDIA BUILDING COD CONNECT CURB TO WOOD BLOCKING W/ 1/8'x1" STRAP$ 24" O.C. CONNECT CURB TO WOOD BLOCKING W/ 1/8"x1" STRAPS 24" O.C. EACH W/ TWO 12-14 TEK SCREWS 1' LONG (2' LONG INTO WOOD.) EACH W/ TWO 12-14 TEK SCREWS 1' LONG (2" LONG INTO WOOD.) USE #14 TEK SCREWS 6" LONG 24" O.C. TO SECURE A/C RAIL TO USE 12-14 TEK SCREWS 2' LONG 24' O.C. TO SECURE A/C RAIL ROOF CURB. TO ROOF CURB. �F 8x8 EF-3 EXHAUSTr�� SEE GENERAL NOTE # 6--� f- ►F1 190 1450 FM 8 °xt E F 1 50 105 10',6 I � �t I 350 HOOD 1� EF- 116x15 I P TO EF- FOR "C" TYPE 300 300 I D FFUSERS C SEE GENERAL NOTE #14 300 �EF-2 10XIII U� TO EF-2 J HOOD 2 O A 350 10';6 1 24xl4 SA. ) �l SEE GENERAL N UNOTE #1 0 0 300 D 16';6 I O Q TRANSITION DROPS IN ROOF CURB SPACE-�_ _ ti CFM 12"6 65 CFM 12' 6 BALANCING DAMPERS 16'6 REMOTE SENSOR MOUNTED ON 'NALL 60" AI A S RT-2 300 r"RAC PLAN SCALE: 1/4 ' 31'-0' PLANS REVIEWED CITY OF SANFORD Eo: A 10"A _ N I B 15 1 1 t 3.d 0(� m. �NW Z ® 11C 4? z am w j0� Q� Z 4 0 -02 � B ® w 0 �- t� Lu c0 .^. cq 4 c O �� 0 a� 0 co n 1 \ V u - a c tl1 VI V MpEft AMMEFAM ® r Ql Cc Z � Q � ®� cC�_jLIZ �� g7Mu Rjul w C .)J SL PLAN NO. JQC -62000 JOS No. SHEET NO. (LlI... Cl. 0 ®10 a < Cc> LILfl 23, 21. �I1 c�a C�) IULo IuLI1 o-�- LAD (YI) ULD L::11 LE11 ICU [�Il PI AN VIEW SPECIAL NOTES TO MECHANICAL TRADES Lo Ln N L I `r z- -r 10 4" 40" 5'-Y 10'--6" GL-L CIDC CABINET C/W INTING PANEL AU ST COLLAR 'ED FOR 1500 F.P.M. MIN. 2200 F.P.M. MAX.) LENGTH 16 GAUGE MTD. SURE PANEL ACCESS TO PROTECTION \NDESCENT �R LENSE GLOBE LIGHT T MASTER GFIII FILTER FPM FACE VELOCITY FT T BRACKET SECTION VIEW HROUGH GL-L EXHAUST COLLAR CHART - STANDARD (IMPERIAL) COLLAR CgIZER ACTIVE FOOT CFMCFM PER L STATI(IN WG�SSURE 2_L 187)x6" li 135 VENT MASTER MODEL: GL-L DRYER SPECIFICATIONS. MATERIAL: 18 GA., #304 S.S. FINISH: #4 FILTERS. U.L. LISTED GFIII 1350 0.45" GENERAL : - VENT MASTER GL SERIES VENTILATORS ARE LISTED AS A GREASE EXHAUST HOOD. - VENT MASTER GF SERIES FILTERS ARE LISTED AS APPROVED GREASE FILTERS. DUCT WORK : -ALL DUCT WORK BEYOND VENTILATOR EXHAUST COLLAR OPENING SHALL BE LIQUID TIGHT AND CONFORM TO ALL APPLICABLE CODES. -TO DETERMINE TOTAL SYSTEM STATIC PRESSURE, ADD EXHAUST OUTLET STATIC PRESSURE TO CALCULATED DUCT WORD SYSTEM STATIC PRESSURE. -DUCT COLLARS ARE SIZED FOR SPECIFIED AIR VOLUMES TO MEET APPLICABLE CODES. INSTALLATION : -ALL EXHAUST VENTILATORS MUST BE INSTALLED LEVEL AND PLUMB. -INSTALL UNITS) WITH CLEARANCES TO ADJACENT WALLS AS REQUIRED TO CONFORM TO ALL LOCAL CODES AND INSPECTION REQUIREMENTS. NOTE ALL WALLS SHOWN ON DRAWINGS ARE ASSUMED TO BE NON-COMBUSTIBLE. -VENTMASTER EXHAUST AIR VOLUMES ARE RECOMMENDED FOR THE PROPER FUNCTION OF THE COOKING EQUIPMENT SPECIFIED. - CONDITIONS - VENTMASTER SHALL NOT BE RESPONSIBLE FOR IMPROPER FUNCTION DUE TO INCORRECT STATIC PRESSURE OR UNBALANCED AIR CONDITIONS. IN m THIS DRAWING IS THE PROPERTY OF VENTMASTER AND CAN BE REPRODUCED ONLY BY PERMISSION, IN WHICH CASE, ALL HOODI DRAWINGS MUST BEAR THE NAME VENTMASTER DIMENSIONS ARE : Fm—m THIS DRAWING IS NOT TO BE SCALED (10) 12"X16"x2" FIRE SYSTEM: ANSUL PRE —PIPED FIRE SYSTEM DRN. BY: R.Q. SCALE: N. T. S . DATE: AUG.30/02 i Ln 4 Q0 N L�. 00 QD 7'-n" r,l _n PLAN VIEW HANGING RODS BY OTHERS EXHAUST COLLAR (RATED FOR 1500 F.P.M. MIN. TO 2200 F.P.M. MAX.) HANGING BRACKETS INCANDESCENT GLOBE LIGHT CLEAR LENSE 4'- 0" LEFT SECTION VIEW THROUGH GL—D* FLAMEGARD IIIS FILTER Wendy I s Item No. L0302 (SQU-2000 Grill Hood) EXHAUST COLLAR CHART STANDARD (IMPERIAL) COLLAR F COLLAR SIZE CFM PER ACTIVE FOOT TOTAL CFM STATIC PRESSURE (IN.WG) 1 24"x10" 357 2500 0.45" VENT MASTER MODEL: GL GRILL SPECIFICATIONS: MATERIAL. - FINISH: #4 D HOOD 18 GA., #304 S.S. FILTERS: U.L. LISTED GFIII (14) 12"X 16x2" FIRE SYSTEM: ANSUL PRE -PIPED FIRE SYSTEM LIGHTS: U.L. LISTED (4) VAPOR PROOF INCANDESCENT SPECIAL NOTES TO MECHANICAL TRADES GENERAL -HOOD CONSTRUCTION 304 STAINLESS STEEL THROUGHOUT GREASE FILTERS ARE STAINLESS STEEL CONSTRUCTION. GREASE EXTRACTION CHAMBER ALL S/S CONSTRUCTION. -VENT MASTER GF SERIES FILTERS ARE LISTED AS APPROVED GREASE FILTERS. DUCT WORK : ALL DUCT WORK BEYOND VENTILATOR EXHAUST COLLAR OPENING SHALL BE LIQUID TIGHT AND CONFORM TO ALL APPLICABLE CODES. ® TO DETERMINE TOTAL SYSTEM STATIC PRESSURE, ADD EXHAUST OUTLET STATIC PRESSURE TO CALCULATED DUCT WORK SYSTEM STATIC PRESSURE. DUCT COLLARS ARE SIZED FOR SPECIFIED AIR VOLUMES TO MEET APPLICABLE CODES. ELECTRICAL : - LIGHTS ARE LISTED AS PART OF THE VENTILATOR LISTING. LIGHTS IN EACH SECTION OF VENTILATOR ARE PRE -WIRED TO A COMMON JUNCTION BOX. SEPARATE 120V SUPPLY TO LIGHT FIXTURE JUNCTION BOX(ES) AT VENTILATOR(S). LIGHT SWITCH SUPPLED AND INSTALLED BY ELECTRICAL DIVISION. INSTALLATION : -ALL EXHAUST VENTILATORS MUST BE INSTALLED LEVEL AND PLUMB. -INSTALL UNITS) WITH CLEARANCES TO ADJACENT WALLS AS REQUIRED TO CONFORM TO ALL LOCAL CODES AND INSPECTION REQUIREMENTS. NOTE ALL WALLS SHOWN ON DRAWINGS ARE ASSUMED TO BE NON-COMBUSTIBLE. -VENTMASTER EXHAUST AIR VOLUMES ARE RECOMMENDED FOR THE PROPER FUNCTION OF THE COOKING EQUIPMENT SPECIFIED. - CONDITIONS - VENTMASTER SHALL NOT BE RESPONSIBLE FOR IMPROPER FUNCTION DUE TO INCORRECT STATIC PRESSURE OR UNBALANCED AIR CONDITIONS. u L THIS DRAWING IS THE PROPERTY OF VENTMASTER AND CAN BE REPRODUCED ONLY BY PERMISSION, IN WHICH CASE, ALL DRAWINGS MUST BEAR THE NAME VENTMASTER DIMENSIONS ARE inches THIS DRAWING IS NOT TO BE SCALED 7 z A WELBILT COMPANY ------ F I o rid a HOOD _- r- GRILL DRN. BY: SCALE: D.R. 1/2 1 '-0" DATE: DFC.4/00 PARCEL ID #: 29-19-30-5LW-080-0000 CONSTRUCTION PLANS FOR VVEN13V4S ALT SEIVIIN40LE TOVVNE CENTER UTILITIES WATER AND SEWER: CITY OF SANFORD P.O. BOX 1788 SANFORD, FLORIDA 32772 (407) 330-5639 ATTN: PAUL MOORE, P.E. TELEPHONE: BELLSOUTH TELECOMMUNICATIONS, INC. 132 COMMERCE WAY SANFORD, FLORIDA 32771 (407) 322-5733 ATTN: JIM McKENNA ELECTRIC: FLORIDA POWER AND LIGHT P.O. BOX 2149 SANFORD, FLORIDA 32772 (407) 328-1922 ATTN: CHARLIE JOHNSON GAS: FLORIDA PUBLIC UTILITIES 450 SOUTH HIGHWAY 1792 DEBARY, FLORIDA 32713 (386) 668-2600 ATTN: DAN SCRIBBENS m 3 v W 0 U N Cl) N to N m 3 N Cl) N SANFORD, FLORIDA 3, #ti t+ cz 1�l1C f _ s ,Josephs m fig, Wbo*uff i"v' y ode Crr ^ t3C PitlCC a rings sec �� 2!ai { 'gym o r71 Cornar M1 Sanford Ct�a�tline zk ) 2 u SITE 431 . Sylvan t £ Nevk, Upsata Lake Paola tit VICINITY MAP NOTES 1. ALL CONSTRUCTION MUST MEET ALL CITY OF SANFORD CODES AND LAND DEVELOPMENT REGULATIONS. 2. ALL OTHER PERMITS REQUIRED FOR THIS PROJECT MUST BE OBTAINED. AN EPA NOTICE OF INTENT (NOI) FOR STORMWATER DISCHARGE ASSOCIATED WITH INDUSTRIAL ACTIVITY UNDER AN NPDES PERMIT MUST BE FILED WITH EPA FOR ALL SITES WHICH ARE ONE (1) ACRE AND GREATER. 3. CERTIFICATION OF COMPLETION FROM THE ENGINEER OF RECORD TO BE SUBMITTED TO THE CITY PRIOR TO C.O. DEVELOPER: WENDY'S INTERNATIONAL, INC. 2600 McCORMICK DRIVE, SUITE 370 CLEARWATER, FLORIDA 33759 (727) 726-6989 ATTN: PAUL MEEK ARCHITECT: ARIE KOHN ARCHITECTS 74 WOODSTOCK ROAD ROSWELL, GEORGIA 30075 (770) 642-9030 ATTN: ARIE KOHN SURVEYOR: CPH ENGINEERS, INC. 500 WEST FULTON STREET SANFORD, FLORIDA 32771 PHONE: (407) 322-6841 FAX: (407) 330-0639 ATTN: WILLIAM ELLIOTT, P.L.S. SOILS ENGINEER: GILES ENGINEERING ASSOCIATES, INC. 4155 ST. JOHN'S PARKWAY, SUITE 1200 SANFORD, FLORIDA 32771 PHONE: (407) 321-5356 FAX: (407) 321-6604 ATTN: KEITH BUTTS, P.E. PERMITTING AGENCIES PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT SITE PLAN REVIEW CITY OF SANFORD SANFORD, FLORIDA 32772 300 NORTH PARK AVENUE (407) 330-5669 ATTN: RUSSELL L. GIBSON ST JOHNS RIVER WATER MANAGEMENT DISTRICT 975 KELLER ROAD ALTAMONTE SPRINGS, FLORIDA Index of Sheets C-1. COVER SHEET C-2. BOUNDARY AN D TOPOGRAPHIC SURVEY C-2A. BOUNDARY AN D TOPOGRAPHIC SURVEY C-3. GENERAL NOTES C-4. SITE DIMENSION PLAN C-5. SITE GRADING PLAN C-6. COMPOSITE UTILITY PLAN C-7. SITE and UTILITY DETAILS C-8. CITY OF SANFORD DETAILS C-9. CITY OF SANFORD DETAILS C-10. EROSION CONTROL PLAN C-11. EROSION CONTROL DETAILS C-12. PHOTOMETRIC PLAN 2. ARCHITECTURAL SITE DETAILS L-1. LANDSCAPE PLAN L-2. LANDSCAPE NOTES AND DETAILS 1-1. IRRIGATION PLAN 1-2. IRRIGATION NOTES AND DETAILS Engineers 02004 Planners Landscape Architects Surveyors Construction Management P.O. Box 2808 500 West Fulton Street Sanford, FL 32771-2808 Phone 407-322-6841 Fax 407-330-0639 www. cphengineers.com Certificate of Authorization No. 3215 JOB # W2523.2 DATE: JUNE 2004 h. LARRY k'iRAY, P.E. 5y557 OCT 2 8 2004 City Officials MAYOR Brady Lessard COMMISSIONERS District 1: Art Woodruff District 2: Velma Williams District 3: Randy Jones District 4: Kevin Hipes CITY MANAGER Al Grieshaber, Jr. DIRECTOR OF UTILITIES Paul Moore, P.E. CITY ENGINEER Bilal Iftikhar, P.E. Sheet No. C� 11 © zoo+ N?Lr) 7_ L Abbreviation Legend: CA - CENTERLINE FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION POB - POINT OF BEGINNING FF - FINISH FLOOR POC - POINT OF COMMENCEMENT GOYT - GOVERNMENT ORB - OFFICIAL RECORDS BOOK DEPT. - DEPARTMENT NT - NON -TANGENT BLK - BLOCK PC - POINT OF CURVATURE APPROX - APPROXIMATE PCC - POINT OF COMPOUND CURVATURE TELE - TELEPHONE PT - POINT OF TANGENCY W/ - WITH INV. - INVERT ELEC - ELECTRIC C - CHORD FP&L - FLORIDA POWER AND LIGHT CB - CHORD BEARING FND - FOUND EOP - EDGE OF PAVEMENT IR - IRON ROD (NR) - NON RADIAL CONC. - CONCRETE (C) - CALCULATED IP - IRON PIPE (P) - PLAT PVC - POLYVINYL CHLORIDE PIPE (A) - ACTUAL RCP - REINFORCED CONCRETE PIPE (D) - DEED CPP - CORRUGATED PLASTIC PIPE (TYP) - TYPICAL CMP - CORRUGATED METAL PIPE T24S - TOWNSHIP 24 SOUTH MES - MITERED END SECTION R28E - RANGE 28 EAST ELEV - ELEVATION PGS - PAGES IR&C -IRON REBAR & CAP PG - PAGE N&D - NAIL & DISK PB - PLAT BOOK LB - LICENSED BUSINESS BWF - BARBED WIRE FENCE ELLIP - ELUPITICAL CLF - CHAIN LINK FENCE R/W -RIGHT-OF-WAY WPF - WOOD POST FENCE BLDG. - BUILDING HWF - HOG WIRE FENCE IRR. - IRRIGATION COR - CORNER S/W -SIDEWALK Cl - CATCH INLET SMH - SANITARY SEWER MANHOLE FGI - FLAT GRATE INLET STMH - STORM DRAINAGE MANHOLE TSB - TRAFFIC SIGNAL BOX MH - MANHOLE BOT - BOTTOM ELEVATION INV - INVERT ELEVATION SEMINOLE TOWNE CENTER Legal Description: TRACT 8 OF SEMINOLE TOWNE CENTER REPLA 7, PLA T BOOK 47, PAGES 8-10 AS RECORDED IN THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. REFERENCE MATERIAL 1) SEMINOLE TOWNE CENTER REPLAT, PLAT BOOK 47, PAGES 8-10 OF THE OFFICIAL RECORDS OF SEMINOLE COUNTY. Symbol Legend: —x - CHAIN LINK FENCE - ROOF DRAIN - FIRE HYDRANT - CONCRETE RIP RAP c - LIGHT POLE DUAL SUPPORT SIGN k- - HANDICAP PARKING SPACE 4 - FLOOD LIGHT © - GREASE TRAP MANHOLE (Zl - WATER METER Q - SANITARY SEWER MANHOLE m - ELECTRIC METER (D - TELEPHONE MANHOLE - BORING HOLE LOCATION QE - ELECTRICAL MANHOLE — - UNDERGROUND PIPE (SIZE &TYPE NOTED) Qp - STORM DRAINAGE MANHOLE O - SET IR&C LB# 7143 YPS - WATER SERVICE - FOUND IRON REBAR (AS NOTED) �*' - CONCRETE UTILITY POLE o - FOUND 4X4 CONCRETE MONUMENT 0 - WOOD UTILITY POLE ■ - SET 4X4 CONCRETE MONUMENT - GUY ANCHOR cv -� - SINGLE SUPPORT SIGN M - GAS VALVE wv + - 4 LIGHT POLE M - WATER VALVE 3 LIGHT POLE SV A - SANITARY SEWER VALVE - 2 LIGHT POLE iaR CQ _ IRRIGATION CONTROL VALVE rJ - UTILITY RISER - CONCRETE MITERED END SECTION _ CONCRETE - CLEAN OUT o - TRAFFIC SIGNAL BOX vT - TELEPHONE CABLE RISER Cv - CABLE TV RISER 2 s 3 - SECTION CORNER Cl - ELECTRIC RISER 0 - CENTRAL ANGLE OR DELTA ANGLE ® - IDENTIFICATION NUMBER FOR SCHDULE B Q - NUMBER OF PARKING SPACES 0 - DIAMETER VA - BACKFLOW PREVENTER Sign Legend: Line Legend: (Al) AISLE SIGN —65 = 5 FOOT CONTOURS (NL) NO LEFT TURN SIGN (R3-2) _ = 1 FOOT CONTOURS (NR) NO RIGHT TURN SIGN (R3-1) = SECTIONAL LINES (NLI) NO LITTERING SIGN _ _ _ _ _ = EASEMENT LINES (ND) NO DUMPING SIGN OFIu = OVERHEAD UTILITY LINES (F) -°- NO PARKING FIRE LANE SIGN uw — =BURIED WATER LINES (P) PED. CROSSING SIGN FM = BURIED SANITARY SEWER (S) STOP SIGN (131-1) FORCE MAIN LINE 0W) ONE WAY SIGN (136-2) UT = BURIED TELEPHONE LINE (D) DO NOT ENTER SIGN (R5-1) —URw = BURIED RECLAIMED WATER LINE (B) -°- BUS STOP SIGN UFo = BURIED FIBER OPTICS (NT) NO TRUCKS (135-2) —UCTv— = BURIED CABLE TELEVISION (WL) -°- WEIGHT LIMIT SIGN — UC — = BURIED CABLE (SL) SPEED LIMIT SIGN — UE — = BURIED ELECTRIC (SS) -Q- STREET SIGN — UG — = BURIED GAS — OT — = OVERHEAD TRAFFIC LINES (KR) -°-' KEEP RIGHT SIGN — UKN — = BURIED UNKNOWN UTILITIES (TE) TRUCK ENTRANCE SIGN -- = CENTERLINES (TZ) TOW AWAY ZONE SIGN = ADJOINER PROPERTY LINES (FIC) HANDICAP SIGN ---- = RIGHT-OF-WAY LINES (Y) YIELD SIGN X K X = FENCES (AS NOTED) (RS) -0-- REDUCE SPEED SIGN Ni nTF-• VICINITY MAP NOT TO SCALE Survey Notes: 1. THIS SURVEY MEETS THE MINIMUM TECHNICAL STANDARDS AS DESCRIBED IN RULE CHAPTER 61GI7-6, FLORIDA ADMINISTRATIVE CODE OF THE STATE OF FLORIDA, PURSUANT TO CHAPTER 472. 2. EASEMENTS AND RIGHT OF WAYS ARE SHOWN PER PUBLIC RECORDS OF SAID COUTNY. THERE MAY BE EASEMENTS THAT MAY EXIST, NOT RECORDED IN PUBLIC RECORDS, 3. UTILITY LOCATIONS AS SHOWN HEREON ARE BASED ON ABOVE GROUND MARKINGS BY AUTHORIZED UTILTY PERSONNEL AND/OR CONSTRUCTION PLANS FURNISHED BY CLIENT. ADDITIONAL UTILITIES MAY EXIST ON SUBJECT PROPERTY THAT HAVE NOT BEEN LOCATED. 4. BEARINGS SHOWN HEREON ARE RELATIVE TO ASSUMED DATA AS BEING N55'05'15"W ALONG THE NORTHERLY LINE OF TRACT 8 SEMINOLE TOWNE CENTER REPLAT. 5. VERTICAL INFORMATION SHOWN HEREON REFERS TO SEMINOLE COUNTY BENCHMARK DISC STAMPED "452-63-01" DESCRIBED AS: "TOP OF PK NAIL & DISK IN STORM INLET 40' t WEST OF THE CENTERLINE OF TOWNE CENTER BOULEVARD, AND 150' NORTH OF OLD RAILROAD BED 100' t NORTH OF THE OVERPASS. ELEVATION=57.182 6. THE ELECTRONIC FILE OF THIS SURVEY IS BASED ON AN ASSUMED DATUM. 7. THE ABOVE DESCRIBED PROPERTY LIES WITHIN A FLOOD HAZARD ZONE "X" AS SHOWN IN MAP NO. 12117CO040 E, DATED 4/17/1995, OBTAINED FROM FEMA ONLINE RESOURCE. 8. NOT VALID WITHOUT THE SIGNATURE AND RAISED SEAL OF A LICENSED PROFESSIONAL SURVEYOR & MAPPER IN THE STATE OF FLORIDA. 9. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OR OPINION OF TITLE. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHTS -OF -WAY, AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS NOTED. INDEX OF SHEETS 1 BOUNDARY/TOPOGRAPHIC SURVEY (COVER SHEET) 2 BOUNDARY/TOPOGRAPHIC SURVEY eAw2 Surveyor's Certification: Certified To: Wend/s International, Inc., and Chicago Title Insurance Company. I hereby certify that the attached "Boundary & Topographic Survey" of the hereon - described property is true and correct to the best of my knowledge, information and belief as surveyed in the field on April 30, 2004. 1 further certify that this "Boundary & Topographic Survey" meets the minimum techni.-ai stand�rds set forth in rule 61g17-6 of the Florida Administrative Code. , For the Firm By. OCT 2 9 2004 W. 0. Elliott, P.S.M. Profersiondl Surveyor an.d Mapper Florida Registration No. 5599 00 CZ N M �w � o of iU)U W=-iN M P v m W x 'R i? A, •a h' a x W w. y v �n I' 7 ® N QCNI MCD C4 C7 O N to Z 3 Iq O C7 U 0 ® Z ® --) 4; W CD N C T3 d O L. CL CL a ttf z +� o �y o 61 o � N t LO i; � d N z 9 4 42 CO a� > > C V 0L. U 'z; a0i � 4) CL Q a v Q O it W N Z � 0 W® = V LL d �W Z 0 �: Z 0 ®0 a zW® ® WjV W Z w 20 W Z ® CA — Z 0 a ,,W^^ o V/ m O Z CV O O y- O THIS SURVEY IS NOT VALID WITHOUT SHEETS 1 & 2 OF 2 7: I.; U) a) -C U r_ I (D C� It N x 1 1 0 C� ED �� 0� C: m CL >< W I :E () x < e R 0) .�� �5 U :� < IT 1P r- 1P a) It C-) (D Q 10 Q ? - � _E� 17 U) � 0 z �: LU (9 C� - 6 ON LO 04 3: 1� - .R) V) a) 33 0) 4 CA Vi (N Lo C'4 ?. :� , GENERAL PROVISIONS I. THE CONTRACTOR SHALL OBTAIN FROM THE OWNER COPIES OF ALL AVAILA13LE REGULATORY AGENCY PERMITS AND LOCAL AGENCY PERMITS. 2. ALL CONSTRUCTION PROJECTS 5 OR MORE ACRES IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE REQUIRED TO ABIDE BY THE PROVISIONS OF THE NATIONAL POLLUTION DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL PERMIT. ALL CONSTRUCTION PROJECTS I ACRE �R MORE IN SIZE THAT DISCHARGE TO OFFSITE AREAS ARE ALSO REQUIRED TO ABIDE BY NPOES REQUIREMENTS. T�E IMPLEMENTATION FOR THIS NEW REQUIREMENT INCLUDES THOSE PROJECTS WHERE CONSTRUCTION HAS COMMENCED AND �RE NOT COMPLETED AS OF 5/1/03. -THE CONTRACTOR IS RESPONSIBLE FOR PREPARING THE S fORMWATER POLLUTION PREVEN . RON PLAN (SWPPP) AND SUBMITTING NPUES 'NOTICE OF INTEN r' (N.O.I.) AND 'NOTICE OF TERMINATION' (N.O.T.) NOTICES T� THE EPA OR LOCAL STATE AGENCY HAVING JURISDICTION OVER THE NPDES PROGRAM. THE CONTRACTOR SHALL KEEP ONSiTE A COPY OF THE SWPPP, NOI, AND WATER MANAGEMENT DISTRICT PERMITS ISSUED TOGETHER WITH THE INSPECTION REPOI�TS AND CURRENT PLANS, INCLUDING ANY MODIFICATIONS REQUIRED. 3. UNLESS OTHERWISE NOTED ON THE PLANS, THE CONTRACTOR SHALL USE THE GEOMETRY PROVIDED ON THE CONSTRUCTION PLANS. BENCHMAF�K INFORMATION SHALL BE PROVIDED TO THE CONTRACTOR BY THE OWNER OR OWNERS SURVEYOR. ANY DISCREPANCIES BqTWEEN FIELD MEASUREMENTS AND CONSTRUCTION PLAN INFORMATION SHALL BE BROUaH r -TO THE ATTENTION OF THE ENGINEER IrMEDIATELY. 4. BASE SURVEY INFqRMATION INCLUDING BUT NOT LIMITED TO ELEVATIONS, EASEMENTS, RIGHTS OF WAY, AND OTHER TOPOGRAPHIC INFTRMATION HAS BEEN PREPARED BY OTHER PROFESSIONALS. 6. THIS SET OF PLANq MAY CONTAIN DRAWINGS PREPARED BY OTHER PROFESSIONALS, WHICH CONTAIN THE NAME, ADDRESS, AND LOGO OF THE PROFESSIONAL CPH ENGINEERS, INC. IS NOT RESPONSIBLE FOR DRAWINGS PREPARED BY OTHER PROFESSIONALS. I , 6. THE CONTRACTOR,SHALL SUBMIT (6) COPIES OF SHOP DRAWINGS -TO THE ENGINEER FOR APPROVAL PRIOR TO ORDERING THE MATERIALS REQUIRED FOR CONSTRUCTION. PRIOR TO SUBMISSION, THE CONTRACTOR SHALL THOROUGHLY CHECK SHOP - DRAWINGS, PRODUCT DATA, AND SAMPLES FOR COMPLETENESS AND FOR COMPLIANCE WITH THE CONSTRUCTION PLANS AND SHALL VERIFY ALL DIMENSIONS AND FIELD CONDITIONS AND SHALL COORDINATE THE SHOP DRAWINGS WITH THE REQUIREMENTS FOR OTHER RELA#D WORK. THE CONTRACTOR'S RESPONSIBILITY FOR ERRORS AND OMISSIONS IN SUBMITTALS IS NOT RELIEVED BYTHE ENGINEER� REVIEW OF SUBMITTALS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER, IN WRITING AT THE TIME OF SUBMISSION, OF DEVIATIONS IN SUBMITTALS FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. i 7. PROTECT BENCHM,ARKS, PROPERTY CORNERS, AND OTHER SURVEY MONUMENTS FROM DAMAGE OR DISPLACEMENT. IF MARKER NEEDS TO BE REM�VED IT SHALL BE REFERENCED BY LICENSED LAND SURVEYOR AND REPLACED, AS NECESSARY, BY SAME. 8. THE CONTRACTOR 15 RESPONSIBLE FOR ALL QUALI TY CONTROL TESTING. AS A MINIMUM, 'TESTING SHALL INCLUDE A) PIPING AND STRUCTURAL EXC�VATION. BEDDING AND BACKFILL MATERIALS AND DENSITY TESTS; B) DETERMINATION OF COMPAGTIVE EFFORT NEEDED FOR COMVLIANCE WITH THE DENSITY REQUIREMENTS; 0) PORTLAND CEMENT CONCRETE AND AS"LT PAVING QUALI TY CONTROL TESTINq INCLUDING DESIGN MIX REVIEW, MATERIALS, FIELD SLUMP AND AIR CONTENT, AND FIELD AND LAB CURED STRENGTH SAMPLES AND TESTING. 1 9. IN ADDITION TO QqALITY CONTROL TESTING, THE CONTRACTOR SHALL BE RESPONSIBLE FOR REQUIRED TESTING OR APPROVALS FOR ANY WORK (O� ANY PART THEREOF) IF LAWS OR REGULATIONS OF ANY PUBLIC BODY HAVING JURISDICTION SPECIFICALLY REQUIRE TESTING; INSPECTION$ OR APPROVAL. THE CONTRACTOR SHALL PAY ALL COSTS IN CONNECTION THEREWITH AND SHALL FURNISH THE OW�ER AND ENGINEER THE REQUIRED CERTIFICATES OF INSPECTION. TES TING OR APPROVAL. I 10. ANY DESIGN OR TE�STMG LAF30RATORY U TILIZED BY -THE CONTRAc FOR $11ALL BE AN INDEPENDENT LABORATORY ACCEPTABLETo THE OWNER AND THE ENGINEER, APPROVED IN WRITING, AND COMPLYING WITFITHE LATEST EDITION OF THE 11ECOMMENDED REQUiREMEN rS F9R INDEPENDEN r LABORATORY QUALIFICATION', PUBLISHED BYTHE AMERICAN COUNCIL OF INDEPENDENT LABORATORIES. I It TES TING RESULTq SHALL BE PROVIDEDTO THE OWNER/OPERATOR AND THE ENGINEER. ALL TEST RESULTS SHALL BE PROVIDED (PASSING AND FAI�ING) ON A REGULAR AND IMMEDIATE BASIS. 1. THE UTILITY D�ATA SHOWN ON THESE PLANS WAS LOCATED BY THE RESPECTIVE UTILITY, OR IS BASED ON UTILITY DRAWINGS, MAPS, OR FIEI�D RECONNAISSANCE. 2. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILA13LE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCUF?4\CY. PRIOR TOTHE START OF ANY CONS rRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOFVS RESPONSIBILITY TO NOTIFYTHE VARIOUS UTILITIES AND To MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE U fILITIES WITH THE OW�ER OF THE UTILITY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHqWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ANY UTILITIES, WHETHER SHOWN ON THESE PLANS OR NOT, THAT, INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE CLOSELY COORDINATED WITH THE ENGINEER AND THE RESPECT I IVE UTILI fY COMPANY FOR RELOCATION OR PROPER INSTRUCTION. 3. A .114- POINT UTILITY IDENTIFICATION SERVICE HAS BEEN SET UP FOR EXISTING U TILiTIES. THE CONTRACTOR IS TO CONTACT TH� SUNSHINE STATE ONE CALL GEN rER AT LEAST -TWO (2) AND NO MORE THAN FIVE (5) WORKING DAYS PRIOR TO THE SPECIFIq CONSTRUCTION ACTIVI FY FOR FIELD LOCATION. NOTE THAT NOT ALL UTILI TIES PARTICIPATE IN THIS PROGRAM. THE CONTRAqTOR SHOULD CONTACT ALL NON -PARTICIPATING UTILITIES SEPARATELY FOR FIELD LOCATION OF THEIR FACILITIES. P�R FLORIDA STATUTE 553.851, THE CONTRACTOR OR EXCAVATOR IS REQUIRED TO NOTIFY THE GAS COMPANY TWO (2) WORKING DAYS PRIOR TO STARTING EXCAVATION. 1 4. THE FOLLOWIPG UTILITIES HAVE PREVIOUSLY INDICATEDTHAT THEY MAY HAVE FACILITIES IN THE VICINITY OF THE CONS rRUCTI�N AREA: FLORIDA PO�YER AND LIGHT ATTN: CHARLIE JOHNSON 40_1-32L�-1922 CITY OF SANFORD WATER ATTN: PAUL DORE, P.E. 407-330-5639 � SEMINOLE CqUNTY SEWER ATTN: BECKY NOGGLE 407-665-2000 1 FLORIDA PUBI�IC UTILITIES ATTN: DAN SCRIBBENS 386-668-2600 1 5. -THE CONTRACTOR IS RESPONSIBLE FOR ALL COORDINATION WITH EACH UTILITY AND ALL COSTS ASSOCIATED WI fH THE PROTECTION, OF EXISTING FACILITIES DURING CONSTRUCTION. THE CONTRACTOR SHALL ALSO COORDINATE NECESSARY RELocArIONf OR OTHER CONSTRUC NON RELATED MATTERS WITH EACH UTILITY. 6. IT SHALL BE THE CONTRACTOKS RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXIS TING PIPING ENCOUNTERED DURI NO CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION WITHOUT UNDUE INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMIS71ON OF THE OWNER AND THE ENGINEER. j 7. TYPICAL �AILS AS SHOWN ARE TO ILLUSTRATE THE ENGINEEITS INTENT AND ARE NOT PRESENTED AS A SOLUTION TO ALL CONSTRUCTION PROBLEMS ENCOUNTERED IN THE FIELD. THE CONTRACTOR MAY ALTER THE METHOD OF CONSTRUCTION TO SUIT FIELD C,ONDITIONS, PROVIDING FIE SUBMITS A PROPOSAL FOR AN ALTERNATE METHOD TO THE ENGINEER FORAPPROVAL AND USES M�ERIALS AS DESIGNATED IN THE SPECIFICATIONS. a. FOR EACH R�SPECTIVE PIPELINE CONS fRUCTION REQUIRED, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DEP I`H, AND ALIGNM�NT OF ALL EXISTING PIPES, CABLES, ETC. TO BE CROSSED OR CONNECTED -TO. IF THE CONTRACTOR DEEMS . NECESSARY (A) A CHANCE IN ALIGNMENT OR DEPTH, OR THE NEED FOR ADDI NONAL FITTINGS, BENDS, OR COUPLINGS, WHICH REPRESENT!A DEPARTURE FROM THE CONTRACT DRAWING, OR (B) A NEED FOR RELOCATION OF EXISTING UTILITIES, THEN DETAILS OF PUGH DEPARTURES, RELOCATIONS, OR ADDITIONAL FITTINGS, INCLUDING CHANGES IN RELATED PORTIONS OF THE PROJECT ANP THE REASONS THEREFORE, SHALL BE SUBMITTED WITH SHOP DRAWINGS. APPROVED DEPARTURES FOR THE CONTRACT Ts CONVENIENCE SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 9. THE CONTMCTOR SHALL PROVIDE AT HIS OWN EXPENSE ALL NECESSARY TEST PUMPING EQUIPMENT, WATER, WATER METERS, PRESSURE QAUGES, AND OTHER EQUIPMENT, MATERIAL AND FACILITIES REQUIRED FOR ALL HYDROSTATIC, LEAKAGE, AND PRESSURE T,Es TING. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND THE OWNER IN WRITTEN FORM, FORTY-EIGHT (48) HOURS IN AqVANCE OF PROPOSED TESTING. THE CONTRACTOR SHALL PERFORM SATISFACTORY PRETESTING PRIOR TO NOTIFICATION. 1. AS -BUILT DRAWI�GS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER THREE WEEKS PRIOR TO FINAL INSPECTION. ALL AS-BUIL r DATA IFIALL BE PROVIDED BY A FLORIDA LICENSED SURVEYOR, SIGNED, SEALED AND DATED BY THE RESPONSIBLE PARTY, 2. AT THE COMPLETION OF THE WORK, DELIVER THE DRAWINGS DOCUMENTING AS -BUILT INFORMATION, MEASURED BY A LICENSED SURVEYOR, 'TO THE ENGINEER. IN GOOD CONDITION AND FREE FROM ANY EXTRANEOUS NOTATION. THE AS -BUILT INFORMATION Is TOINCLUDE,BU I r NOT BE LIMI TED TO. THE FOLLOWING: A. HORIZONTiiL LOCATIONS AND VERTICAL ELEVATIONS FOR ALL UTILITY AND STORM S fRUCTURES INCLUDING BUT NOT LIMITED TO MANHOI�ES, INLETS AND CLEANOUTS, INCLUDING STRUCTURE TOP AND INVERT ELEVATIONS. B. DISTANCE ALONG PIPELINES BETWEEN STRUCTURES. I C. �> I UhPAVVA I I ER PONDTop OF BERM AND POND BOTTOM ELEVATIONS AT A MINIMUM OF SIX LOCATIONS PER POND. D. STORMWAJER CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS, INCLUDING ALL WEIRS, SLOTS, ORIFICES, GRATES, AND . SK . E. STORMWAIER POND TOP AND BOTTOM HORIZONTAL DIMENSIONS MEASURED AT A MINIMUM OF SIX LOCATIONS PER POND, WITH LOCA I TIONS TIED TO PROPERTY CORNERS, EASEMENTS, AND RIGHTS -OF -WAY. F. STORMWAIER CONVEYANCE SYSTEMS INCLUDING DIMENSIONS, ELEVATIONS, CONTOURS, AND CROSS SECTIONS. G. HORIZONTAL LOCATIONS AND VERTICAL ELEVATIONS OF ALL UTILITY VALVES, FITTINGS, CONNECTION POINTS, ETC. I H. VERT [CAL JLEVATI ONS OF ALL PIPELINES AT CROSSINGS OF POTABLE WATER MAINS (WHETHER THE WATER MAIN IS EXISTING ORNEW)l ORDER TO DOCUMENT THAT THE MINIMUM REQUIRED VERTICAL SEPARATION HAS BEEN MET. 1. UTILITY PIqELINE TIED HORIZONTALLY TO EDGE OF PAVEMENT AND RIGHT-OF-WAY LINES, LOCATED EVERY 200-FT PLUS ALL CHANGES Ir HORIZONTAL OFFSET. - J. PAVEMENT, WIDTH AND ELEVATIONS AT THE CENTERLINE AND EDGE OF PAVEMENT EVERY 200 FEET PLUS AT ALL CHANGES IN LONGITUDINAL SLOPE, CROSS SLOPE, INLET LOCATIONS, AND AT ALL DRIVEWAY AND STREET INTERSECTIONS. FORPARKING LOTS, REC�RD CENTERLINE AND EDGE OF PAVEMEN r ELEVATIONS ALONG ALL DRIVE AISLES AND ISLANDS. K. ALL PARKI�G AREAS AND SIDEWALK RAMPS DESIGNATED FOR HANDICAP ACCESS SHALL CONTAIN HORIZONTAL AND VERTICAL MEASUREJENTS IN ORDER To VERIFY REQUIRED WIDTHS AND SLOPES HAVE BEEN MET. L. HORIZONT�L AND VERTICAL DATA FOR ANY CONSTRUCTION THAT DEVIATES FROM THE APPROVED ENGINEERING DRAWINGS. M. WHERE TH.E PLANS CONTAIN SPECIFIC HORIZONTAL LOCATION DATA, SUCH AS STATION AND OFFSET, THE AS -BUILT DRAWINGS ARE TO RIFLECT THE ACTUAL HORIZONTAL LOCATION. N. WHERE THF PLANS CONTAIN SPECIFIC VERTICAL ELEVATION DATA, THE AS -BUILT DRAWINGS ARE TO REFLECT THE ACTUAL MEASURED VERTICAL ELEVATION. 1. EROSION AND �ILTATION CONTROL MEASURES ARE TO BE PROVIDED AND INSTALLED PRIOR TO COMMENCEMENT OF CONSTRUCTION,. SEDIMENT CON ITIOL CONSISTS OF SILT FENCING, HAY BALES, AND FLOATING TURBIDITY BARRIERS PER FOOT INDEX NO. 102 i,\ND 103. EROSION CONTROL CONSISTS OF SEEDING AND MULCHING, SODDING, WETTING SURFACES, PLACEMENT OF COARSE AGGR�GATEJEMPORARY PAVING. 2. MAINTAIN TEMPORARY EROSION CONTROL SYSTEMS AS DIRECTED BY OWNER OR GOVERNING AUTHORI TIES TO CONTROL EROSION AND SILTATIO� DURING LIFE OF CONTRACT. OWNER HAS AUTHORITY TO LIMIT SURFACE AREA OF ERODIBLE EARTH MATERIAL EXPOSED BY Cl.EARING AND GRUBBING, EXCAVATION, TRENCHING, BORROW AND EMBANKMENT OPERATIONS. OWNERALSO HAS AUTHORITY TO DIRECT CONTRACTOR TO PROVIDE IMMEDIATE PERMANENT OR TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 1 3. CONTRACTOR PHALL RESPOND TO EROSION AND SEDIMENT CONTROL MAINTENANCE REQUIREMENTS OR IMPLEMENT ADDITIONAL MEASURES TO,CONTROL EROSION ORDERED BY OWNER OR GOVERNING AUTHORITIES WITHIN 48 HOURS OR SOONER IF REQUIRED AT NO ADDITIOrAL COST TO THE OWNER. 4. CONTRACTOR WILL BE REQUIRED TO INCORPORATE PERMANENT EROSION CONTROL FEATURES IN To PROJECT AT EARLIEST PRACTICAL TIJE TO MINIMIZE NEED FOR TEMPORARY CONTROLS. 5. GRASS ALL DIqTURBED AREAS WITHIN 7 DAYS OF INITIAL DISTURBANCE. TYPE OF GRASSINQ SHALL BE AS FOLLOWS: TEMPORARY GRASSING -To PE SODDING AT ALL DRAINAGE STRUCTURES, RETENTION AREAS, SWALES AND DITCHES, AND WHERE SLOPES ARE STEEPER THAq 5:1. TEMPORARY GRASSING CAN BE SEED AND MULCH AT ALL OTHER LOCATIONS UNLESS OTHERWISE INDICATED IN THE DRAWING1 OR SPECIFICATIONS. 6. INSPECT EVEF�Y TWO WEEKS DURING CONSTRUCTION. REMOVE ANY SEDIMENT BUILD-UP. REPAIR AND REINSTALL ANY DAMAGED OR MISSING S�DIMENT CONTROL MEASURES. INSTALL ADDITIONAL MEASURES IF INSPECTION REVEALS ADDITIONAL SEDIMENTATIIN CONTROL IS NECESSARY. . 7. AREAS TO BE P, AVED SHALL BE TREATED WITH A BITUMINOUS PRIME COAT AND SANDED TO MINIMIZE EROSION, WHERE PAVING IS SCHEDULED T9 OCCUR MORE THAN 48 HOURS AFTER INSTALLATION OF BASE COURSE. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF INSTALLATION,OF THE SUBGRADE. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXISTING PAVEMENT. TRAFFIC CONTROL I. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING A MAINTENANCE OF TRAFFIC (M.O.T.) PLAN PRIOR TO CONSTRUCTION. THE M.O.T. PLAN SHALL SHOW ALL PROPOSED TRAFFIC CONTROL SIGNS, PAVEMENT MARKINGS, AND BARRICADES, AND SHALL DETAIL ALL PROPOSED CONSTRUCTION SEQUENCING. THE M.O.T. PLAN SHALL BE APPROVED BY THE ENGINEER, OWNER, AND ROADWAY JURISDICTIONAL AGENCY PRIOR TO CONSTRUCTION. ALL PROPOSED ROADWAY AND DRIVEWAY LANE CLOSURES SHALL BE RESTRIC TED TO THE HOURS BETWEEN 9:00 AM. AND 4:00 P.M. UNLESS OTHERWISE AUTHORIZED IN THE APPROVED M.O.T. 2. ALL CONSTRUCTION SIGNING AND MARKINGS SHALL BE INSTALLED PRIOR TO CONSTRUCTION AND MAINTAINED DURING CONSTRUCTION IN ACCORDANCE WITH FDOT INDEX NO. 600 AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUffCDj THE PLACEMENT OF'THE SIGNING AND MARKINGS SHALL BE APPROVED IN THE FIELD BY THE ENGINEER PRIOR TO CONSTRUCTION. 3. INSPECT *TRAFFIC CONTROL DEVICES ON A DAILY BASIS TO ENSURE PLACEMENT OF BARRICADES AND FUNCTION OF LIGHTS IS MAINTAINED THROUGHOUT CONSTRUCTION. 4. CONTACT PROPERTY OWNERS AFFECTED BY CONSTRUCTION. COORDINATE TEMPORARY DRIVEWAY CLOSURES AND SEQUENCING. MAINTAIN ACCESS FOR ALL PROPERTY OWNERS DURING CONSTRUCTION. 5. WET UNSTABILIZED AREAS AS NECESSARY TO CONTROL DUST. 6. ADJUST TRAFFIC CONTROL DEVICES AS REQUIRED UNDER EMERGENCY CONDITIONS. ' 7. THE CONTRACTOR 13 EXPECTED TO COORDINATE ITS ACTIVITIES WITH OTHER CONTRACTORS WHO MAY BE WORKING IN THE IMMEDIATE VICINITY. 8. WHEN WORK OCCURS WITHIN 15-FT OF ACTIVE ROAD TRAVEL LANES BUT NO CLOSER THAN 2-FT FROM THE EDGE OF PAVEMENT, SIGNAGE AND WARNING DEVICES ARE TO BE INSTALLED IN ACCORDANCE WITH FOOT INDEX NO. 600 AND 602. 9. TYPE I OR TYPE Ii BARRICADES AT 20-FT CENTERS SHALL BE PLACED AND MAINTAINED ALONG THE EDGE OF THE ROAD WHEREVER DROP-OFFS OR OTHER HAZARDS EXIST AND TO BLOCK ENTRANCE INTO COMPLETED OR PARTIALLY COMPLETED PAVEMENTS UNTIL SUCH PAVEMENTS ARE OPEN TO PUBLIC USE. SITE PREPARATION 1. UNLESS OTHERWISE DIRECTED BY THE OWNER OR ENGINEER, THE CONTRACTOR IS EXPECTED TO CONTAIN ALL CONSTRUCTION ACTIVITIES WITHIN THE PROPERTY, RIGHT-OF-WAY, AND EASEMENTS AS INDICATED ON THE DRAWINGS. AT NO TIME SHALLTHE CONTRACTOR DISTURB SURROUNDING PROPERTIES OR TRAVEL ON SURROUNDING PROPERTIES WITHOUT WRIT -TEN CONSENT FROMTHE PROPERTY OWNER. ANY REPAIR OR RECONSTRUCTION OF DAMAGED AREAS IN SURROUNDING PROPERTIES SHALL BE REPAIRED BYTHE CONTRACTOR ON AN IMMEDIATE BASIS. ALL COSTS FOR REPAIRS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND NO EXTRA COMPENSATION SHALL BE PROVIDED. 2. STAKE OUT THE CONSTRUCTION, ESTABLISH LINES AND LEVELS, TEMPORARY BENCH MARKS, HATTER BOARDS, CENTERLINES, BASELINES, AND REFERENCE POINTS FOR THE WORK. AND VERIFY ALL DIMENSIONS RELATING TO INTERCONNECTION NTH EXISTING FEATURES. REPORT ANY INCONSISTENCIES IN THE PROPOSED GRADES, LINES AND LEVELS, DIMENSIONS AND LOCATIONS TO THE ENGINEER BEFORE COMMENCING WORK 3. PROTECT ALL TREES AND SHRUBS LOCATED OUTSIDE THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, PARTICULARLY THOSE TREES AND SHRUBS LOCATED ADJACENT TO WORK AREAS. 4. WITHIN THE RIGHT-OF-WAY, EASEMENTS, AND OWNER SECURED PROPERTY, THE INTENT IS TO ALLOW TREES AND SHRUBS TO REMAIN IN ACCORDANCE WITH THE FOLLOWING SCHEDULE: NEW ROADWAY CONSTRUCTION - TREES AND SHRUBS TO REMAIN WHERE LOCATED MORE THAN 15 FEET FROM THE BACK OF CURB, OR OUTSIDE THE LIMITS OF EXCAVATION OR FILL AREAS, WHICHEVERISFURTHER. UTILITY PIPELINE CONSTRUCTION -TREES AND SHRUBS TO REMAIN OUFTSIDEA i5 FOOT WIDE PATH, CENTERED ON THE PIPELINE. 5. TREES TO REMAIN IN THE CONSTRUCTION AREA SHALL BE BOXED, FENCED OR OTHERWISE PROTECTED IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. 00 NOT PERMIT HEAVY EQUIPMENT OR STOCKPILES WITHIN BRANCH SPREAD 6. AREAS TO RECEIVE CLEARING AND GRUBBING SHALL INCLUDE ALL AREAS TO BE OCCUPIED BY THE PROPOSED IMPROVEMENTS, AREAS FOR FILL AND SITE GRADING, AND BORROW SITES. REMOVE TREES OUTSIDE OF THESE AREAS ONLY AS INDICATED ON THE DRAWINGS OR AS APPROVED IN WRITING BY THE ENGINEER. 7. CLEARING SHALL CONSIST OF REMOVING TREES AND BRUSH AND DISPOSAL OF OTHER MATERIALS THAT ENCROACH UPON OR OTHERWISE OBSTRUCT THE WORK 13. EXERCISE EXTREME CARE DURING THE CLEARING AND GRUBBING OPERATIONS. 00 NOT DAMAGE EXJSTING STRUCTURES, PIPES OR UTILITIES. 9. GRUBBING SHALL CONSIST OF REMOVING AND DISPOSING OF STUMPS, ROOTS LARGER THAN 2'1N DIAMETER, AND MATTED ROOTS. REMOVE TO A DEPTH OF NOT LESS THAN i8'BELOW THE ORIGINAL SURFACE LEVEL OF THE GROUND. W. ALL COMBUSTIBLE DEBRIS AND REFUSE FROM SITE PREPARATION OPERATIONS SHALL BE REMOVED TO LEGAL OFFSITE DISPOSAL AREAS. DIEWATERING 1. DESIGN AND PROVIDE DEWATERING SYSTEM USING ACCEPTED AND PROFESSIONAL METHODS CONSISTENT NTH CURRENT INDUSTRY PRACTICE. PROVIDE DEWATERING SYSTEM OF SUFFICIENT SIZE AND CAPACITY TO CONTROL GROUNDWATER IN A MANNER THAT PRESERVES STRENGTH OF FOUNDATION SOILS, DOES NOT CAUSE INSTABILITY OR RAVELING OF EXCAVATION SLOPES, AND DOES NOT RESULT IN DAMAGE TO EXISTING STRUCTURES. WHERE NECESSARY TO THESE PURPOSES, LOWERWATER LEVEL IN ADVANCE OF EXCAVATION, UTILIZING WELLS, WELLPOINTS, OR SIMILAR POSITIVE METHODS. MAINTAIN THE GROUNDWATER LEVEL TO A MINIMUM OF 2 FEET BELOW EXCAVATIONS. PROVIDE PIEZOMETERS IF DIRECTED BY THE ENGINEER TO DOCUMENTTHE GROUNDWATER LEVEL IS BEING MAINTAINED. 2. CONTROL, BY ACCEPTABLE MEANS, ALL WATER REGARDLESS OF SOURCE AND BE FULLY RESPONSIBLE FOR DISPOSAL OF THE WATER, NO ADDITIONAL PAYMENT WILL BE MADE FOR ANY SUPPLEMENTAL MEASURES TO CONTROL SEEPAGE. GROUNDWATER, OR ARTESIAN HEAD. 3. OPEN PUMPING WITH SUMPS AND DITCHES SHALL BE ALLOWED, PROVIDED IT DOES NOT RESULT IN BOILS. LOSS OF FINES. SOFTENING OF THE GROUND, OR INSTABILITY OF SLOPES. SUMPS SHALL BE LOCATED OUTSIDE OF LOAD BEARING AREAS SO THE HEARING SURFACES WILL NOT BE DIS IURBED. WATER CONTAINING SILT IN SUSPENSION SHALL NOT BE PUMPED INTO SEWER LINES OR ADJACENT STREAMS. DURING NORMAL PUMPING, AND UPON DEVELOPMENT OF WELL($), LEVELS OF FINE SAND OR SILT IN THE DISCHARGE WATER SHALL NOT EXCEED 5 PPM. 4. IF DEWATERING EQUIPMENT NEEDED EXCEEDS ANY OF THE FOLLOWING: 1)6*PUMPVOLUTE; 2) iOO.000 GPD TOTAL 24 HOUR (1 DAY)DEWATERING,AND; 3) 1,000,000 GPD PUMP CAPACITY, THE CONTRACTOR SHALL BE REQUIRED TO PERMIT THE DEWATERING SYSTEM WITH THE WATER MANAGEMENT DISTRICT. 5. CONTINUOUSLY MAIN FAIN EXCAVATIONS IN A DRY CONDITION NTH POSITIVE DEWATERING METHODS DURING PREPARATION OF SUBGRADE, INSTALLATION OF PIPE, AND CONSTRUCTION OF STRUCTURES UNTIL THE CRITICAL PERIOD OF CONSTRUCTION ANDIOR BACKFILL 13 COMPLETED TO PREVENT DAMAGE OF SUBGRADE SUPPORT, PIPING, STRUCTURE, SIDE SLOPES, ORADJACENT FACILITIES FROM FLOTATION OR OTHER HYDROSTATIC PRESSURE IMBALANCE. 6. WHEN CONSTRUCTION IS COMPLETE, REMOVE ALL DEWATERING EQUIPMENT FROM THE SITE. INCLUDING WELLS AND RELATED TEMPORARY ELECTRICAL SERVICE. GRADING 1. GRADING SHOWN ON THESE PLANS ARE PROVIDED TO THE CONTRACTOR TO EXPRESS THE GENERAL GRADING INTENT OF THE PROJECT, THE CONTRACTOR SHALL BE EXPECTED TO GRADE THE ENTIRE SITE TO PROVIDE POSITIVE DRAINAGE IN ALL AREAS THROUGHOUT THE SITE. SMOOTH TRANSITIONS SHALL BE PROVIDED BETWEEN CONTOURS OR SPOT ELEVATIONS AS SHOWN ON THE PLANS TO ACCOMPLISHTHE GRADING INTENT. ALL SLOPES SHALL BE STABILIZED IMMEDIATELY AFTER FINAL GRADING HAS BEENCOMPLETED. CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER PRIOR TO DEMOBILIZATION OF GRADING EQUIPMENT TO DETERMINETHAT THE GRADING INTENT HAS BEEN ACHIEVED. 2. ALL PAVING SURFACES IN IN fERSECTIONS AND ADJACENT SECTIONS SHALL BE GRADED TO DRAIN POSITIVELY AND TO PROVIDE A SMOOTHLY TRANSITIONED DRIVING SURFACE FOR VEHICLES WITH NO SHARP BREAKS IN GRADE, AND NO UNUSUALLY STEEP OR REVERSE CROSS SLOPES. THE STANDARD CROWN MAY RAVE TO BE CHANGED IN ORDER TO DRAIN POSITIVELY IN THE AREA OF INTERSECTIONS. IT IS THE CON`TRACTOR`S RESPONSIBILITY TO ACCOMPLISH THE ABOVE AND THE ENGINEER SHALL BE CONSULTED SO THAT HE MAY MAKE ANY AND ALL REQUIRED INTERPRETATIONS OF THE PLANS OR GIVE SUPPLEMENTARY INSTRUCTIONS TO ACCOMPLISH THE INTENT OF THE PLANS. 3. UNIFORMLY SMOOTH GRADE THE SITE. DEPRESSIONS FROM SETTLEMENT SHALL BE FILLED AND COMPACTED. TOPS OF EMBANKMENTS AND BREAKS IN GRADE SHALL BE ROUNDED. FINISHED SURFACES SHALL BE REASONABLY SMOOTH, COMPACTED, FREE FROM IRREGULAR SURFACE CHANGES AND COMPARABLE TO THE SMOOTHNESS OBTAINED BY BLADE -GRADER OPERATIONS. 4. SLOPE GRADES TO DRAIN AWAY FROM STRUCTURES AT A MINIMUM OF Y,INCH PER FOOT FOR W FEET. FINISHED SURFACES ADJACENT TO PAVED AREAS AND WITHIN 10 FEET OF STRUCTURES SHALL BE WITHIN I INCH OF THE PROPOSED GRADE. ALL OTHER AREAS SHALL BE N THIN 3 INCHES OFTHE PROPOSED GRADE. 5. NEWLY GRADED AREAS SHALL BE PROTECTED FROM TRAFFIC AND EROSION. ALL SETTLEMENT OR WASHING AWAY THAT MAY OCCUR FROM ANY CAUSE PRIOR TO SEEDING OR ACCEPTANCE SHALL BE REPAIRED AND GRADES RE-ESTABLISHED TO THE REQUIRED ELEVATIONS AND SLOPES AT NO ADDITIONAL COST TO THE OWNER. EXCAVATION, TRENCHING, AND FILL 1. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY ACT (FS 553.60-553.64). ANY MATERIAL, CONSTRUCTION METHODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 2. ROUGH EXCAVATE AND GRADE ANY PROPOSED STORMWATER PONDS AT THE START OF SITE GRADING ACTIVITIES. DIRECT SITE RUNOFF TO THE PONDS TO MINIMIZE RUNOFF TO OFFSITE AREAS. 3. ,THE CONTRACTOR SHALL PROVIDE THE OWNER AND ENGINEER RETENTION POND AS-BUILTS, INCLUDING TOP AND BOTTOM ELEVATIONS MEASURED AT A MINIMUM OF SIX LOCATIONS ALONG EACH POND, POND LENGTH AND WIDTH DIMENSIONS, AND CONTROL STRUCTURE DIMENSIONS AND ELEVATIONS. 4. FIELD DENSITY TESTING FREQUENCIES: A) ONE TEST FOR EACH 10,000 SQUARE FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING, MINIMUM 2 TESTS EACH LAYER; 8) ONE TEST FOR EACH 100 SQUARE FEET OR FRACTION THEREOF OF BACKFILL AROUND AND UNDER STRUCTURES; C) ONE TEST FOR EACH 300 LINEAL FEET OR FRACTION THEREOF PER LIFT OF GENERAL BACKFILLING IN THE PIPELINE TRENCH; D) ONE TEST PER LIFT PER EACH CHANGE IN TYPE OF FILL; E) ONE TEST PER i000 SQUARE FEET OF PAVEMENT SUBGRADE, MINIMUM OF 2 TESTS. 5. IT IS INTENDED THAT PREVIOUSLY EXCAVATED MATERIALS CONFORMING TO THE FOLLOWING REQUIREMENTS BE UTILIZED WHEREVER POSSIBLE. A. ACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-1, A-3, A-2A, A-2-6; ASTM 02487 CLASSIFICATION GW, GP, GM, SM, SW, SP; UNLESS OTHERWISE DISAPPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. NO MORE THAN i2 % OF ACCEPTABLE MATERIALS SHALL PASS THE NUMBER 200 SIEVE. B. UNACCEPTABLE MATERIALS: AASHTO M145 CLASSIFICATION A-2-5, A-24, A-4. A-5, A-6. A-7, A-8; ASTM D2487 CLASSIFICATION GO, SO, ML, MH, CL, CH, OL, OH, PT; UNLESS OTHERWISE APPROVED WITHIN THE SOIL AND SUBSURFACE INVESTIGATION REPORTS. 6. PROVIDE BARRIERS, WARNING LIGHTS AND OTHER PROTECTIVE DEVICES AT ALL EXCAVATIONS. 7. SIDEWALKS, ROADS, STREETS, AND PAVEMENTS SHALL NOT BE BLOCKED OR 08STRUCTED BY EXCAVATED MATERIALS, EXCEPT AS AUTHORIZED BY THE ENGINEER, IN WHICH CASE ADEQUATE TEMPORARY PROVISIONS MUST BE MADE FOR SATISFACTORY TEMPORARY PASSAGE OF PEDESTRIANS, AND VEHICLES. MINIMIZE INCONVENIENCE TO PUBLIC TRAVEL OR TO TENANTS OCCUPYING ADJOINING PROPERTY. 8. FURNISH, INSTALL, AND MAINTAIN, WITHOUT ADDITIONAL COMPENSATION, SHEETING. BRACINO, AND SHORING SUPPORT REQUIRED TO KEEP EXCAVATIONS WITHIN THE PROPERTY OR EASEMENTS PROVIDED, TO SUPPORT THE SIDES OF THE EXCAVATION, AND TO PREVENT ANY MOVEMENT WHICH MAY DAMAGE ADJACENT PAVEMENTS OR STRUCTURES, DAMAGE OR DELAY THE WORK, OR ENDANGER LIFE AND HEALTH. VOIDS OUTSIDE THE SUPPORTS SHALL BE IMMEDIATELY FILLED AND COMPACTED. UTILITY SEPARATION REQUIREMENTS 1. THE HORIZONTAL SEPARATION BETWEEN WATER MAINS AND SANITARY SEWER. STORM SEWER, WASTEWATER FORCE MAINS, STORMWATER FORCE MAINS, RECLAIMED WATER MAINS AND ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF THREE FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, VACUUM TYPE SANITARY SEWERAND RECLAIMED WATER MAIN. B. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF SIX FEET FROM THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN THE OUTSIDE OF WATER MAINS AND THE OUTSIDE OF GRAVITY SANITARY SEWERS CAN BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN 13 AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER, C. THE OUTSIDE OF WATER MAINS SHALL BE A MINIMUM OF TEN FEET FROM ALL PARTS OF ANY EXISTING OR PROPOSED ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM SUCH AS SEPTIC TANKS. DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS 00 NOT INCLUDE PACKAGE SEWAGE TREATMENT FACILITIES AND PUBLIC WASTEWATER TREATMENT FACILITIES. 2. THE VERTICAL SEPARATION BETWEEN wA TER MAINS AND SANITARY AND STORM SEWER, WASTEWATER OR STORMWATER FORCE MAINS, AND RECLAIMED WATER MAINS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: A. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND S rORM SEWER, SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OUTSIDE OF THESEWER. WHERE IT IS NOT POSSIBLE FOR THE WATER MAIN TO CROSSOVER EXJSTING OR PROPOSED GRAVITY SANITARY SEWER, VACUUM TYPE SANITARY SEWER, AND STORM SEWER, THEN THE WATER MAIN CAN CROSS UNDER THESE TYPES OF PIPELINE SYSTEMS PROVIDED THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE PIPELINE. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM VACUUM TYPE SANITARY SEWER OR STORM SEWER JOINTS, AND AT LEAST SIX FEET FROM GRAVI TY SANITARY SEWER JOINTS. B. WHEREVER POSSIBLE, WATER MAINS SHALL CROSS OVER EXISTING OR PROPOSED RECLAIMED WATER MAINS,WASTEWATER FORCE MAINS AND STORMWATER FORCE MAINS. WHETHER THE WATER MAIN CROSSES OVER OR UNDER THESE TYPES OF PIPELINE SYSTEMS, THE OUTSIDE OF THE WATER MAIN SHALL BE AT LEAST 12 INCHES FROM THE OUTSIDE OF THE EXISTING OR PROPOSED RECLAIMED WATER MAIN, WASTEWATER FORCE MAIN AND STORMWATER FORCE MAIN. AT THE CROSSING, THE PROPOSED PIPE JOINTS SHALL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM RECLAIMED WATER MAIN JOINTS AND STORMWATER FORCE MAIN JOINTS, AND AT LEAST SIX FEET FROM THE JOINTS OF WASTEWATER FORCE MAINS. UTILITY SEPARATION REQUIREMENTS (CONT) 3. NO WATER MAIN SHALL PASS THROUGH OR COME IN CONTACT WITHANY PART OF A SAM rARY SEWER MANHOLE. 4. NEW OR RELOCATED FIRE HYDRANTS SHALL BE LOCATED SUCH THAT THE UNDERGROUND DRAIN (WEEP HOLE) IS AT LEAST: A. THREE FEET FROM ANY EXISTING OR PROPOSED STORM SEWER, STORMWATER FORCE MAIN, RECLAIMED WATER MAIN, OR VACUUM TYPE SANITARY SEWER. B. SIX FEET FROM ANY EXISTING OR PROPOSED GRAVITY SANITARY SEWER AND WASTEWATER FORCE MAIN. C. TEN FEET FROM ANY ONSITE SEWAGE TREATMENT AND DISPOSAL SYS fEM SUCH AS SEPTIC TANKS, DRAINFIELDS, AND GREASE TRAPS. ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS 00 NOT INCLUDE PACKAGE SEWAGE1REATMENT FACILITIES AND PUBLIC'NASTEWATER TREATMENT FACILITIES. 5. THE FOLLOWING ARE ACCEPTABLE ALTERNATIVE CONSTRUCTION VARIANCES WHERE I r is NOT POSSIBLE TO MEET THE SEPARATION REQUIREMENTS, AND ARE ONLY TO BE IMPLEMENTED UPON RECEIPT OF EXPRESSED WRITTEN CONSENT FROMTHE ENGINEER, IMPLEMENTATION OF THESE MEASURES WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ENGINEER COULD RESULT IN THE REQUIREMENT THAT THE INSTALLED UNAPPROVED MEASURES BE REMOVED AND REPLACED AT NO COST. A. WHERE A WATER MAIN IS LESS THAN THE REQUIRED MINIMUM HORIZONTAL DISTANCE FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE AND JOINTS IN THE WA fER MAIN ARE LESS THAN THE MINIMUM REQUIRED DISTANCE BETWEEN THE JOINTS IN THE OTHER PIPELINE: 1) USE OF PRESSURE RATED PIPE CONFORMING TO AWWA STANDARDS FOR A GRAVITY OR VACUUM -TYPE PIPELINE. 2) USE OF WELDED, FUSED, OR OTHERWISE RESTRAJNED JOINTS FOR EITHER PIPELINE. 3) USE OF WATERTIGHT CASING PIPE OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR EITHER PIPE. B. WHERE A WATER MAIN IS LESS THAN THREE FEET HORIZONTALLY FROM ANOTHER PIPELINE AND OR WHERE A WATER MAIN CROSSES ANOTHER PIPELINE LESS THAN THE REQUIRED MINIMUM SEPARATION: 1) USE OF PIPE OR CASING PIPE, HAVING HIGH IMPACT STRENGTH (AT LEAST EQUAL -To 0.25 INCH THICK DUCTILE [RON PIPE), OR CONCRETE ENCASEMENT AT LEAST FOUR INCHES THICK FOR THE WATER MAIN AND FOR THE OTHER PIPELINE IF THE OTHER PIPELINE COVEYS WASTEWATER OR RECLAIMED WATER. WATER AND RECLAIMED WATER DISTRIBUTION SYSTEMS 1. THE ENTITY THAT WILL OPERATE AND MAINTAIN THE WATER AND RECLAIMED WATER SYSTEMS SHOWN ONTHESE PLANS IS WENDY'S FLORIDA. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THE CITY OF SANFORD. 2. ALL WATER AND RECLAIMED MAIN PIPE SHALL BE EITHER DUCTILE IRON OR PVC, UNLESS OTHERWISE INDICATED ON THE DRAWINGS. 3. BURIED DUCTILE IRON PIPE SHALL CONFORM WITH ANSIIAWWA Ci5O/A2i.50 AND C15i/ A21.51, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF i5O PSI. BURIED PIPE SHALL COMPLY WITH THE FOLLOWING PRESSURE CLASS (PC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) i2* DIAMETER AND SMALLER = PC 350; B) 14'THROUGH 24* DIAMETER = PC 250; C) 30' THROUGH 64* DIAMETER =PC 200. 4. EXPOSED PIPE 4'AND LARGER SHALL BE DUCTILE IRON FLANGEDAND SHALL CONFORM WITH AWWAIANSI C115/A21.15, AND SHALL HAVE A MINIMUM WORKING PRESSURE OF 150 PSI. FLANGED PIPE SHALL COMPLY WITHTHE FOLLOWING THICKNESS CLASS CrC) DESIGNATIONS UNLESS OTHERWISE INDICATED ON THE DRAWINGS: A) 4' DIAMETER = TC 54; B) G* THROUGH 24"DIAMETER = TO 53 6. DUCTILE IRON PIPE AND FITTINGS WITHIN iO FEET OF GAS MAINS SHALL HAVE AN 8-MIL POLYETHYLENE WRAP IN ACCORDANCE WITH ANSIIASTM D11248. 6. PVC PIPE 4'- 12'SHALL CONFORM TO AWWA C900. PIPE 14' - 36'SHALL CONFORM TO AWWA C905. PIPE SHALL CONFORM TO ASTM D117&4, TYPE 1, GRADE 1. 4000 PSI DESIGN STRESS, AND SHALL BE NATIONAL SANITATION FEDERATION (NSF) APPROVED. PIPE SHALL BE CLASS 150 (DR118) WITH MARKINGS ON EACH SECTION SHOWING CONFORMANCE TO THE ABOVE SPECIFICATIONS. JOINTSSHALL BE RUBBER GASKETED CONFORMING TOAWWA C900 OR C905 THE BELL SHALL BE INTEGRAL WITH THE PIPE AND OF EQUAL OR GREATER PRESSURE RATING. THE BELL OF PIPE AND FITTINGS USING PUSH -ON JOINTS SHALL HAVE AN INTEGRAL GROOVE TO RETAIN THE CASKET IN PLACE. 7. ALL FITTINGS SHALL BE MANUFACTURED OF DUCTILE IRON, CONFORMING -TO ANSI/AWWA C1 10/A21.10 OR ANSIIAWWA C1 53IA21.53. ALL FULL BODY (Cl iOIA21.10) FITTINGS SHALL BE PRESSURE RATED TO 250 PSI, MINIMUM. ALL COMPACT A FTINGS (C153/A21.63) SHALL BE PRESSURE RATED TO 350 PSI. MINIMUM. 8. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE LINED AND COATED. INTERIOR LINING SHALL BE STANDARD THICKNESS ANSI A2`1.4 CEMENT MORTAR LINING AND BITUMINOUS SEAL COAT. EXTERIOR COATING FOR BURIED PIPE AND FITTINGS SHALL HAVE AN ANSI A21.510RA21.10 BITUMINOUS COATING. EXTERIOR COATING OF EXPOSED PIPE AND FITTINGS SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAIN TED WITH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL. AT MINIMUM 4 MILS DRY FILM THICKNESS PER COAT. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 9. MECHANICAL AND PUSH ON JOINTS FOR DUCTILE IRON PIPE AND FITTINGS SHALL BE RUBBER GASKETED, CONFORMING TO ANSI/AWWACill/A21.ii. LUBRICANTS OTHER THAN THAT FURNISHED BY THE PIPE MANUFACTURER WITH THE PIPE SHALL NOT BE USED. W. ALL FITTINGS SHALL BE RESTRAINED IN ACCORDANCE WITH DIPRA, ITHRUS r RESTRAINT DESIGNED FOR DUCTILE IRON PIPE". PIPE JOINTS SHALL BE RESTRAINED UPSTREAM AND DOWNSTREAM OF FITTINGS IN ACCORDANCE WITHTHE MANUFACTURERS REQUIREMENTS OR THE TABLE SHOWN IN THE DRAWINGS, WHICHEVER IS GREATER. DUCTILE IRON RES IFLAINED JOINTS SHALL BE AMERICAN FAST GRIP GASKET, FLEX -RING, FIELD FLEX RING, LOK-RING, US PIPE TR-FLEX, EBAAMEGALUG, OR EQUAL. PVCPIPE JOINTS SHALL BE RESTRAINED USING MECHANICAL DEVICES, UNI-FLANGE BLOCK BUSTER SERIES 1350 OR ENGINEER APPROVED EQUAL It ALL SERVICE PIPING (Y.- -3-) SHALL BE POLYETHYLENE. SUR-PR PE PIPE SHALL BE MANUFACTURED FROM PE340B ANDsHALL CONFORM TOAWWAC90i. ALL PIPE SHALL BE DR9, PRESSURE CLASS 200 PSI. PIPE AND FITTINGS SHALL BE NSF APPROVED FOR THE USAGE TO WHICH THEY ARE TO BE APPLIED. JOINTS IN SDR-PR PE PIPE SHALL BE BUTT HEAT FUSION OR SOCKET HEAT FUSION TYPE. FITTINGS SHALL BE MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE OF THE SAME SDR OR LESS. PROVIDE ADAPTERS AS REQUIRED TO JOIN PE PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. i2. ALL SERVICE SADDLES SHALL CONSIST OF DUCTILE IRON BODIES IN ACCORDANCE WITH ASTM A536, WITH DOUBLE STAINLESS STEEL STRAPS, BOLTS, WASHERS AND NUTS. STAINLESS STEEL TO BE TYPE 304. NUTS TO BE TEFLON COATED. DUCTILE IRON BODY TO BE FUSION BONDED NYLON COATING, MINIMUM THICKNESS i2 MILS. OUTLET OF SADDLE TO HAVE NPT THREADS. 13. ALL SERVICES SHALL INCLUDE THE FOLLOWING: CURB STOPS, UNIONS AS REQUIRED, CORPORATION STOPS. CONFORMANCE WITH AWWA C800 AND C901 IS REQUIRED. THE CONTRACTOR SHALL CUT 'N'IN THETOPGURB OF EACH WATER SERVICE AND A'V* AT ALL VALVE LOCATIONS. CUT WS AND VS SHALL BE HIGHLIGHTED WITH BLUE PAINT. 14. UNLESS OTHERWISE NOTED IN THE PLANS, THE UTILITY COMPANY SHALL PROVIDE AND INSTALL WATER METERS AND RECLAIMED WATERMETERS. CONTRACTOR SHALL CONSTRUCT WATER SERVICE AND RECLAIMED WATER SERVICE TOTHE CORPORATION STOP. i5. UNLESS OTHERWISE INDICATED OR SPECIFIED, ALL VALVES TWO INCHES AND SMALLER SHALL BE ALL BRASS OR BRONZE; VALVES OVER TWO INCHES SHALL BE IRON BODY, FULLY BRONZE OR BRONZE MOUNTED. W. VALVES 4 INCHES AND LARGER SHALL BE LINED AND COATED. INTERIOR OF VALVES SHALL BE COATED WITH A RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING ON BURIED VALVES SHALL BE RUST INHIBITING EPDXY PRIMER, FOLLOWED BY A COAL TAR EPDXY, TOTAL MINIMUM DRY FILM THICKNESS OF 16 MILS, APPLIED AT THE FACTORY. EXTERIOR COATING OF EXPOSED VALVES SHALL BE FACTORY APPLIED RUST INHIBITING EPDXY PRIMER, MINIMUM 3 MILS DRY FILM THICKNESS. AFTER INSTALLATION, EXTERIOR SURFACES SHALL BE PAINTED NTH TWO COATS TNEMEC SERIES 2 TNEME-GLOSS, GLIDDEN LIFE MASTER PRO HIGH PERFORMANCE ACRYLIC NO. 6900 SERIES, OR EQUAL, AT 4 MILS MINIMUM DRY FILM THICKNESS PER GOA r. PAINT COLOR TO BE IN ACCORDANCE WITH LOCAL UTILITY REQUIREMENTS. 17. ALL VALVES i2'AND SMALLER SHALL BE CATE VALVES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. CATE VALVES 3 INCHES TO 12 INCHES SHALL CONFORM TO AWWA C,509. THE VALVES SHALL BE IRON BODY, CAST IRON FULLY ENCAPSULATED MOLDED RUBBER WEDGE COMPLYING WITH ASTM D2000, NON -RISING STEM WITH O-RING SEALS. VALVES SHALL OPEN COUNTERCLOCKWISE. 118. TAPPING VALVES AND SLEEVES SHALL BE APPROVED AWWA TYPE OF THE SIZE REQUIRED. VALVES SHALL CONFORMTO THE REQUIREMENTS OF AWWA C509. i9. VALVES 14'AND LARGER SHALL BE BUTTERFLY VALVES. BUTTERFLY VALVES SHALL MEET OR EXCEED THE DESIGN STRENGTH, TESTING AND PERFORMANCE REQUIREMENTS OF AWWA C504, CLASS 150. VALVE BODY SHALL BE MECHANICAL JOINT END TYPE VALVE CONSTRUCTED OF CAST IRON OR DUCTILE IRON. DISC SHALL BE ONE PIECE CAST DESIGN WITH NO EXTERNAL RIBS TRANSVERSE TO FLOW. DISC SHALL BE CAST IRON OR DUCTILE IRON. THE RESILIENT SEAT SHALL MATE WITH A 304 OR 316 STAINLESS STEEL SURFACE. 20. VALVE SEATS SHALL BE MECHANICALLY RETAINED, AND MAY BE INSTALLED ON EITHERTHE BODY OR DISC. O-RING SEATS ON VALVE DISCS ARE UNACCEPTABLE. SEATS FOR VALVES 14'DIAMETER AND LARGER SHALL BE FULLY FIELD REPLACEABLE WITHou r THE USE OF SPECIAL TOOLS. OPERATORS OF THE ENCLOSED TRAVELING -NUT TYPE SHALL BE PROVIDED UNLESS OTHERWISE INDICATED. 211. ALL BURIED VALVES SHALL BE PROVIDED WITH ADJUSTABLE VALVE BOXES APPROXIMATELY 5 INCHES IN DIAMETER WITH A MINIMUM THICKNESS OF 3/116 INCH CAST IRON. BOXES SHALL BE OF SUFFICIENT LENGTH TO OPERATE ALL VALVES BURIED IN THE GROUND, CONSISTING OF BASE, CENTER SECTION, AND TOP SECTION WITH COVER, VALVE BOXES LOCATED IN UNPAVED AREAS SHALL BE SLIP TYPE DESIGN TO PERMIT MOVEMENT OF THE TOP SECTION WITHOUT TRANSMITTING FORCES ONTO THE VALVE BODY. VALVE BOXES CAST INTO CONCRETE OR ASPHALT SURFACING SHALL HAVE BRASS COVERS. ALL VALVE BOX COVERS SHALL BE INTERNALLY CHAINED TO VALVE BOXES WITH AN APPROXIMATELY 18 INCH GALVANIZED CHAIN. VALVE BOX COVERS SHALL BE CAST WITH THE INSCRIPTION VATEWOR 'RECLAIMED WATER% 22. PVC PIPE SHALL BE COLOR CODED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS), STENCILED VATER LINE' OR 'RECLAIMED WATER LINE', AS APPLICABLE, (2- LETTERING ON TWO SIDES OF THE PIPE IN AT LEAS r THREE AREAS PER PIPE SECTION� 23. INSTALL IDENTIFICATION TAPE ALONG ALL DUCTILE IRON PIPE AND PVC PIPE, MINIMUM THICKNESS 4 MILS, WIDTH 6 INCHES, LE r-TER SIZEIINCH. TAPE COLOR AND LETTERING SHALL BE BLACK PRINTING ON BLUE BACKGROUND mATER MAINS), BLACK PRINTING ON PURPLE BACKGROUND (RECLAIMED WATER MAINS� PLACE TAPE AS FOLLOWS: 2'- 8' PIPE -CENTER ALONG TOP HALF OF PIPE; 10'- i8* PIPE -PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 20* PIPE AND LARGER -PLACE ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 24. INSTALL WARNING TAPE ALONG ALL PIPELINES. TAPE SHALL BE GANCH WIDE VINYL CON rINUOUS TAPE. TAPE SHALL BE COLORED BLUE (WATER MAINS) OR PURPLE (RECLAIMED WATER MAINS) WITH BLACK LETTERING, CODED AND WORDED"CAUTION: WATER MAIN BURIED BELOW-, OR'CAUTION: RECLAIMED WATER MAIN BURIED BELOW', APPLICABLE. 25. INSTALL LOCATING WIRE ALONG ALL PVC PIPELINES. WIRE SHALL BE COLOR -CODED 14 GAUGE CONTINUOUS INSULATED WIRE. COLOR CODING SHALL BE SIMILAR TO WARNING TAPE COLORS. INSTALL LOCATOR WIRE ALONG ALL PRESSURIZED PIPELINES 2'AND LARGER. LOOP WIRE INTO ALL VALVE BOXES. LOOPING TO OCCUR EVERY 500 FEET MINIMUM. WHERE THERE ARE NO VALVE BOXES TO ALLOW LOOPING, PROVIDE ACCESS BOXES PER CITY REQUIREMENTS. CHECK WIRE FOR ELECTRICAL CONTINUITY. 26. ALL CHANGES IN DIRECTION SHALL BE MADE WITH FITTINGS OR APPROVED JOIN r DEFLECTION. BENDING OF PIPE, EXCEPT COPPER AND POLYETHYLENE, IS PROHIBITED. JOINT DEFLECTION SHALL NOT EXCEED 75 % OF THE MANUFACTURER�S RECOMMENDED MAXIMUM DEFLECTION. 27. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TESTS SHALL BE MADE IN THE PRESENCE OFTHE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 28. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL BE IN GOOD WORKING ORDER WITH NO NOTICEABLE LEAKS. 29. ALL SERVICE LINES SHALL BE COMPLETED PRIORTO TESTING, AND ARE SUBJECT TOTHE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 30. APPLY HYDROSTATIC TEST PRESSURE OF 150 PSI (WATER MAINS), 200 PSI (FIRE MAINS), OR 100 PSI (RECLAIMED WATER MAINS) FOR 10 MINUTES AND FOR SUCH ADDITIONAL PERIOD NECESSARY FOR THE ENGINEER TO COMPLETE THE INSPECTION OF THE LINE UNDER TEST. 00 NOT EXCEED PIPE MANUFACTURER'S SUGGESTED TIME DURATION AT THE TES r PRESSURE. IF DEFECTS ARE No TED, REPAIRS SHALL BE MADE AND THE TEST REPEATED UNTIL ALL PARTS OF THE LINE WITHSTAND I HE TIES r PRESSURE. 3i. APPLY LEAKAGE TEST PRESSURE OF i5O PSI (WATER MAINS), 200 PSI (FIRE MAINS) OR 100 PSI (RECLAIMED WATERMAINS). MAINTAIN PRESSURE AT A MAXIMUM VARIATION OF 5 % DURING THE ENTIRE LEAKAGE TEST. THE DURATION OFTHE LEAKAGE TEST SHALL BE TWO HOURS MINIMUM, AND FOR SUCH ADDITIONAL TIME NECESSARY FOR THE ENGINEER TO COMPLETE INSPECTION OF THE SECTION OF LINE UNDER TEST. LEAKAGE MEASUREMENTS SHALL NOT BE STARTED UNTIL A CONSTANT TEST PRESSURE HAS BEEN ESTABLISHED. THE LINE LEAKAGE SHALL BE MEASURED BY MEANS OF A WATER METER INSTALLED ON THE SUPPLY SIDE OF THE PRESSURE PUMP. 32. NO LEAKAGE IS ALLOWED IN EXPOSED PIPING, BURIED PIPING WITH FLANGED, THREADED, OR WELDED JOINTS OR BURIED NON -POTABLE PIPING IN CONFLICT WITH POTABLE WATER LINES. 33. TESTED SECTIONS OF BURIED PIPING WITH SLIP -TYPE OR MECHANICAL JOINTS WILL NO F BE ACCEPTED IF IT HAS A LEAKAGE RATE IN EXCESS OF THAT RATE DETERMINED BY THE FORMULA L = SUP1133200 (AWWA C-600 DUCTILE IRON MAINS), OR L = NDP17400 (AWWAC-605 - PVC MAINY, WHERE L = MAXIMUM PERMISSIBLE LEAKAGE RATE, IN GALLONS PER HOUR, THROUGHOUT THE EN FIRE LENGTH OF LINE BEING TESTED; S = LENGTH OF LINE TESTED (IN FEET); D = NOMINAL INTERNAL DIAMETER (IN INCHES) OF THE PIPE; N = NUMBER OF JOINTS ALONG LINE BEING TESTED; AND P = THE SQUARE ROOT OF THE ACTUAL PRESSURE IN PSIG ON ALL JOINTS IN THE TESTED PORTION OF THE LINE. THIS ACTUAL PRESSURE SHALL BE DETERMINED BY FINDING THE DIFFERENCE BETWEEN THE AVERAGE ELEVATION OF ALL TESTED PIPE JOINTS AND THE ELEVATION OF THE PRESSURE GAUGE AND ADDING THE DIFFERENCE IN ELEVATION HEAD TO THE AUTHORIZED TEST PRESSURE. 34. ALL APPARENT LEAKS DISCOVERED WITHIN ONE YEAR FROM THE DATE OF FINAL ACCEP rANCE OF THE WORK BY THE OWNER SHALL BE LOCATED AND REPAIRED BY CONTRACTOR, REGARDLESS OF THE TOTAL LINE LEAKAGE RATE. 35. DISINFECT ALL POTABLE WATER LINES, FIRE LINES, VALVES, FITTINGS, HYDRANTS. 36. ALL DISINFECTION WORK SHALL BE ACCEPTABLE TO THE STATE HEALTH AUTHORITY. IF ANY REQUIREMENTS OF THIS SECTION ARE IN CONFLICT WITH REQUIREMENTS OF THE AUTHORITY FOR DISINFECTION, THOSE OF -THE AUTHORITY SHALL GOVERN. THE WATER MAIN DISINFECTION AND BACTERIOLOGICAL SAMPLING AND METHODS OF DISINFECTION FOR ALL WATER CONTAINMENT DEVICES AND PIPING SYSTEMS SHALL CONFORM TO AWWA C65i. No. Date I I Revision Approved No.1 Date Revision Approved Designed by: imm 6/04 & - I & Drawn by: CET 6/04 & I & Checked by: CDP 6/04 & I I & . . I Approved by: I HLW L 6/04 'A i I i & I I I Certificate ofAuthorization No. 3215 Scale: NTS Date: JUNE, 2004 Job No. W2523.2 File: GEN-NOTES-1 FIRE PROTECTION SYSTEMS 1 . COMBUSTIBLE CONSTRUCTION CANNOT OCCUR UNTIL PROPER DOCUMENTATION HAS BEEN SUBMIT TED TO THE LOCAL FIRE MARSHAL. DOCUMENTATION SHALL SHOW THAT HYDRANTS HAVE BEEN INSTALLED, 'TESTED, AND ARC IN PROPER WORKING ORDER. 2. ALL FIRE LINE PIPING FROM POINT OF SERVICE AS DEFINED BY FS 633.021(16) SHALL BE C900 DR 14. THE FIRE LINE SHALL BE PRESSURE TESTED TO 200 PSI FOR A MINIMUM OF TWO HOURS, TESTED IN ACCORDANCE WITH NFPA 24-9-2. 3. THE CONTRACTOR INSTALLING THE UNDERGROUND FIRE PROTECTION PIPING SHALL HOLD A CLASS 1, 11, OR LEVEL V CERTIFICATION AS ISSUED BY THE STATE OF FLORIDA, AS REQUIRED BY FS 633.021(15). 4. ALL FIRE PROTECTION SPRINKLER SYSTEMS INSTALLED SHALL COMPLY WITH NFRA 13, AND SHALL BE MONITORED BYA COMPANY LISTED AS A CENTRAL STATION. 5. HYDRANTS SHALL CONFORM TO AWWA C502 AND SHALL BE FURNISHED COMPLETE N rH WRENCH AND OTHER APPURTENANCES. MANUFACTUREWS CERTIFICATION OF COMPLIANCE WITH AWWA C502 ANDTEsTS LISTED THEREIN WILL BE REQUIRED. 6. ALL HYDRANTS SHALL BE OF BREAKABLE TYPE, WITH THE BREAKABLE SECTION LOCATED SLIGHTLY ABOVE THE FINISH GROUND LINE. HYDRANTS SHALL CON FAIN TWO -TWO AND A HALF INCH (2-1/2') HOSE CONNECTIONS AND ONE-FOURAND A HALF INCH (4-1/2') STEAMER CONNEC NONS WITH NATIONAL STANDARD FIRE HOSE COUPLING SCREW THREADS, FIVE AND ONE QUARTER INCH (55-11/4') VALVE OPENING, SIX INCH (W) DIAMETER MECHANICAL JOIN r INLET, ONE AND ONE-HALF INCH (1-1/2') PENTAGON OPERATING NUT. 'THE HYDRANTS SHALL OPEN COUNTERCLOCKWISE. 7. ALL HYDRANTS SHALL BE PAIN TED IN AN APPROVED MANNER WITH THE PRIMER PAINT BEING KOPPERS 'GLAMORTEX' NO. 622 RUST PRIMER AND THE FINISH PAINT SHALL BE TWO COATS OF ENAMEL OR SPECIAL COATING TO COLOR AS REQUIRED BYTHE LOCAL FIRE DEPARTMENT. 8. BLUE PAVEMENT REFLECTORS (CAT EYES) SHALL BE PLACED IN THE CENTERLINE OF THE DRIVING LANE DIRECTLY IN FRONT OFALL FIRE HYDRANT,9. THERE SHALL BE NO TREES, SHRUBS, OR LANDSCAPING PLAN TED AROUND THE FIRE HYDRANTS OR IN AREAS UESIONATED AS FIRE LANES. 9. THE CONTRACTOR SHALL PROVIDE A POST -CONSTRUCTION FIRE FLOW TEST WITNESSED AND APPROVED BY THE ENGINEERAND THE U rILITY. HYDRAN rs SHALL DELIVER A MINIMUM OF 1250 GPM WITH A RESIDUAL PRESSURE OF 20 PSI. SANITARY SEWER SYSTEMS 1 . THE ENTITY THAT WILL OPERATE AND MAINTAIN THE SEWER SYSTEM SHOWN ON THESE PLANS 13 WENDY'S. THE CONTRACTOR SHALL MEET ALL THE REQUIREMENTS OF THAT EN rITY AND SEMINOLE COUNTY. 2. PVC SEWER PIPE SHALL HE TYPE PSM PVC PIPE CONFORMING TO AS rM D3034 AND SHALL HE SDR 35 FOR 4' THROUGH 15', AND AS TM F 6�19, WALL 'THICKNESS r-1, FOR PIPE 18-THROUGH 27'. 3. JOINTS SHALL MEET THE REQUIREMENTS OF A,9TM D3212 USING RUBBER GASKETS CONFORMING TO ASTM F4rf. 4. FITTINGS SHALL CONFORM ToTHE SAME REQUIREMENTS ASTHE PIPE. PROVIDE ADAPTERS AS REQUIRED TO JOIN PVC PIPE TO PIPE, FITTINGS AND EQUIPMENT OF OTHER MATERIALS. SOLVENT CEMENT SHALL BE AS RECOMMENDED BY THE PIPE MANUFACTURER. 5. PVC SEWER PIPE SHALL BE COLOR CODED GREEN, STENCILED 'SEWER LINE' (2- LETTERING ON TWO SIDES OF THE PIPE ]NAT LEAST THREE AREAS PER PIPE SECTION). 6. INSTALL ADHESIVE IDENTIFICATION TAPE ALONG PIPELINE. TAPE SHALL BE MINIMUM THICKNESS 4 MILS, NDTH 6 INCHES, LETTER SIZE I INCH. TAPE COLOR AND LETTERING SHALL BE"SEWER LINE', BLACK PRINTING ON GREEN BACKGROUND. PLACE TAPE AS FOLLOWS: 2"- 8"PIPE - CENTER ALONG TOP HALF OF PIPE; 10'. i8'PIPE - PLACE ALONG BOTH SIDES OF THE TOP HALF OF PIPE; 21X PIPE AND LARGER - PLACE ON BOTH SIDES OFToP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. 7. INSTALL WARNING TAPE ALONG ALL SEWER PIPELINES. TAPE SHALL FIE 6-INCH WIDE VINYL CONTINUOUS TAPE, COLORED GREEN WI fH BLACK LE r fERING CODED AND WORDED "CAUTION: SEWER BURIED BELOW'. INSTALL ALONG PIPELINE. 2 FEET ABOVE PIPE, MINIMUM OF I FOOT BELOW GRADE. 8. TEST PROCEDURES SHALL BE APPROVED BY THE ENGINEER. ALL TIES rs SHALL BE MADE IN THE PRESENCE OF THE ENGINEER AND UTILITY. NOTIFY THE ENGINEER AND THE UTILITY COMPANIES AT LEAS r 72 HOURS BEFORE ANY WORK IS TO BE INSPECTED OR TESTED. 9. PROVIDE ALL EQUIPMENT FOR TESTING. INCREMENTS ON GAGES USED FOR LOW PRESSURE AIR TESTING SHALL BE OF SCALED TO THE NEAREST 0.1 PSI. GAGES, PUMPS, AND HOSES SHALL HEIN GOOD WORKING ORDER N rH NO NOTICEABLE LEAKS. 10. ALL SERVICE LATERALS SHALL BE COMPLETED PRIOR TOTES TING, AND ARE SUBJECT TO THE SAME TESTING REQUIREMENTS AS THE MAIN LINE. 11. PROVIDE LIGHT SOURCE AND MIRRORS FOR LAMPING OF SEWER. ANY SEWER IN WHICH THE DIRECT LIGHT OFA LAMP CANNOT BE VIEWED IN EITHER DIRECTION, FULL CIRCLE, BETWEEN ADJACENT MANHOLES SHALL BE CONSIDERED UNSATISFACTORY, UNLESS THE LINE IS DESIGNED WITH HORIZON I'AL DEFLECTIONS, AND SHALL BE REPAIRED BY THE CONTRACTORNTHOUT ADDITIONAL COMPENSATION. SURE AIR TESTING (4.0 PSI INITIAL PRESSURE) OF INSTALLED SEWER PIPING IN ACCORDANCE WITH ASTM F1417. MAXIMUM ALLOWABLE LEAKAGE 13 0.0015 CUBIC FEET PER MINUTE PER SQUARE FOOT INTERNAL SURFACE AREA BEING TESTED. ALLOWABLE AIR PRESSURE DROP DURING THE TESTIS 0.5 PSIG. MINIMUM REQUIRED TEST TIME (DURATION) IS: A) 4' PIPE =I MIN 53 SEC: H)6'PIPE = 2 MIN 50 SEC, OR 0.427 X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; C)8' PIPE= 3MIN 47 SEC, OR0.760 X LENGTH OF PIPE TESTED, WHICHEVER 13 GREATER; D) 10"PIPE = 4 MIN 43 SEC, OR 1.187X LENGTH OF PIPE TESTED, WHICHEVER IS GREATER; E) 12' PIPE= 5 MIN 40 SEC, OR 1.709 X LENGTH OF PIPETESTED, WHICHEVER IS GREATER 13. CONDUCT LEAKAGE TESTING OF MANHOLES. PLUG INVERTS AND FILL MANHOLE WITH WATER. ALLOWABLE WATER DROP IN MANHOLE TO BE FIELD DETERMINED BY U rILI rY AND ENGINEER. MINIMUM TEs r DURATION 13 1 HOUR 14. CONDUCT DEFLECTION TES TING OF PIPELINE AFTER THE FINAL BACKFILL HAS BEEN IN PLACE AT LEAST 30 DAYS. MAXIMUM ALLOWABLE PIPE DEFLECTION IS 5 %. MEASURE DEFLECTION BY MANUALLY PULLING A MANDREL THROUGH THE PIPE. THE MINIMUM MANDREL OUTER DIAME rER SHALL BE IN ACCORDANCE WITH THE FOLLOWING: G'SEWER = 5.45"MANDREL; B'SEWER = 7.28' MANDREL: 10"SEWER = 9.08* MANDREL: 12'SEWER = 10.79'MANDREL: 15'SEWER = 13.20'MANDREL; ia^ SEWER = 16.13* MANDREL: 21* SEWER = I 9.00" MANDREL; 24" SEWER = 21.36* MANDREL; 27"SEWER = 24.06"MANDREL. 15. DEFLECTION TESTING IS CONSIDERED SATISFACTORY IF THE MANDREL CAN BE PULLED BY HANDTHROUGH THE PIPE BEING TESTED. IF THE MANDREL CANNOT BE PULLED THROUGH THE PIPE, REPLACE OR CORRECT THE PIPE AND REJ EST UNTILTESTING 13 SATISFACTORY. ANY PIPE REMOVED OR CORRECTED DUE TO FAILING DEFLECTION TESTING SHALL ALSO BE RE -TESTED FOR LEAKAGE. PRECAST STRUCTURES AND APPURTENANCES 1 . ALL MANHOLES SHALL BE PREcAs r CONSTRUCTION. THE MINIMUM SIZE DIAMETER OF MANHOLES SHALL BE 48' FOR SEWER LINES 21^ IN DIAMETER OR LESS. INTEGRALLY CAST STEPS N THIN PRECAST STRUC fURES ARE NOT ALLOWED. 2. BASES SHALL BE ONE-PIECE PRECAST BASE SECTIONS CONSIS TING OF INTEORALLY CAST SLAB, BOTTOM RING SECTION AND CONCRETE FLOW CHANNELS. BASE SECTIONS SHALL HAVE INTEGRAL INVERTS WITH GASKETS TO MATCH THE PIPE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING ALL INVERT ANGLES. PROVIDE OUTLET STUBS WITH JOINTS TO MATCH THE PIPE. 3. RISERS SHALL BE PRECAST REINFORCED CONCRETE PER ASTM C478, MANUFACTURED USING SULFATE RESISTANT CEMENT (ASTM C150,TYPEII). RISERS SHALL BE48-INGH DIAMETER UNLESS OTHERWISE INDICATED AND SHALL HAVE AMINIMUMWALL THICKNESS OF 5 INCHES. 4. GASKETS FOR SEATING PRECAST SECTIONS SHALL BE COLD ADHESIVE PREFORMED PLASTIC CASKETS CONFORMING TO FOOT SPECIFICATION 942-2, UNLESS OTHERWISE INDICATED. 5. UNLESS OTHERWISE INDICATED, CONE TOP SECTIONS SHALL BE PRECAST, ECCENTRIC TYPE WITH 24-INCH DIAMETER TOP OPENING CONFORMING TO AS rM C478. PROVIDE 8-INCH MINIMUM THICKNESS FLAT SLAB Tops WITH ECCENTRIC 24 INCH DIAMETER OPENING, UNLESS OTHERWISE INDICATED. 6. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A FLEXIBLE WATERTIGHT SEAL OF THE PIPE TO THE MANHOLE. NO ADHESIVES OR LUBRICANTS SHALL BE EMPLOYED IN THE INS TALLA HON OF THE CONNECTOR INTO THE MANHOLE. THE RUBBER CONNECTOR SHALL COMPLY NTH As rm C443 AND AS IM C923. ALL STAINLESS STEEL ELEMENTS OF THE CONNECTOR SHALL BE TOTALLY NOWMAGNE TIC SERIES 3 1 6 S rAINLESS, EXCLUDING THE WORM SCREW FOR TIGHTENING THE S FEEL BAND AROUND THE PIPE WHICH SHALL BEToRquED BY A BREAKAWAYToRQUE WRENCH AVAILABLE FROM THE PRECAST MANHOLE SUPPLIER. AND SET FOR 60-70 INCHiIUBS. THE CONNECTOR SHALL BE INSTALLED IN THE MANHOLE WALL BY ACTIVATING THE EXPANDING MECHANISM In STRICT ACCORDANCE WITHTHE RECOMMENDATION OF THE CONNECTOR MANUFACTURER. 7. FRAMES AND COVERS SHALL BE GREY IRON PER ASTM A48, CLASS 30B AND SHALL BE US FOUNDRY TYPE 227AS, TRAFFIC BEARING (AASHT0 H-20 LOADING), UNLESS OTHERWISE NOTED IN THE DRAWINGS. CASTINGS SHALL BE SMOOTH, CLEAN, FREE FROM BLISTERS, BLOWHOLES, SHRINKAGE. RAISED LETTERING ON COVERS SHALL BE 'STORM', 'SEWER', GRAS DETAILED ON THE DRAWINGS. 8. PROVIDE CAST IRON INLETS, FRAMES, AND GRATES IN ACCORDANCE WITH DETAILS ON THE DRAWINGS. ALL FRAMES AND INLET GRATES SHALL BE PRODUCTS OF U.S. FOUNDRY AND MANUFACTURING CORPORATION, OR EQUAL. 9. ALL INLET GRATES SHALL BE SECURED BY CHAIN AND EYEBOLT TO THE TOP OF THE S TRUCTURE. 10. MANHOLE COATINGS AND FINISHES SHALL BE: A. SANITARY SEWER MANHOLE IN fERIOR -BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS= 16 MILS. B. INTERIOR OF MANHOLES WHICH RECEIVE FORCE MAIN DISCHARGE -INTEGRALLY ATTACHED INFERIOR LINER, FULL HEIGHT, FIBERGLASS LINER. LINER THICKNESS TO BE IN ACCORDANCE WITH THE DRAWINGS. C. EXTERIOR -BITUMINOUS EPDXY COATING, MINIMUM DRY FILM THICKNESS = 16 MILS. 11. AS -BUILT INFORMATION SHALL INCLUDE ALL RIM, TOP AND INVERT ELEVATIONS FOR ALL PRECAST STRUCTURES. STORM SEWER SYSTEMS 1. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) UNLESS OTHERWISE INDICATED ON THE DRAWINGS. ROUND CONCRETE PIPE SHALL COMPLY WITH ASTM C16. ELLIPTICAL CONCRETE PIPE SHALL COMPLY WITH ASTM G507. PIPE JOINTS AND O-RING CASKE rS SHALL COMPLY ASTM CA-13. 2. RCP PIPE SHALL NOT BE SHIPPED FROM MANUFACTURER UN fIL THE COMPRESSIVE STRENGTH OF THE PIPE RAS REACHED 4000 PSI AND A MINIMUM OF 5 DAYS HAVE PASSED SINCE THE MANUFACTURING OR REPAIR OFTHE PIPE HAS BEEN COMPLETED. 3. CORRUGATED POLYETHYLENE (PE) PIPE AND FITTINGS SHALL BE HIGH DENSITY, IN ACCORDANCE NTH ASTM D3350, CELL CLASSIFICATION 324420C (4%10') Oil CELL CLASSIFICATION 3354200 (12--36'). PIPE 4%10' SHALL COMPLY WITH AASHTO M252, TYPES. PIPE 12�-36* SHALL COMPLY WITH AASHFO M294, TYPES. HELL JOINTS FOR 4%1 O' PIPE SHALL BE PUSH -ON SLEEVE. BELLJOINTS FOR 12"-36* PIPE SHALL BE INTEGRALLY FORMED ON PIPE. GASKETS SHALL BE INSTALLED BY PIPE MANUFACTURER AND SHALL COMPLY WITH ASTM DR)56, GRADE 2A2. FITTINGS SHALL COMPLY N rH AASHTO M294. 4. UNDERDRAIN PIPE SHALL BE PERFORATED POLYVINYL CHLORIUE PIPE IN ACCORDANCE WITH ASTM F758. FILTER FABRIC UNDERDRAIN SOCK SHALL BETYPE D-3 IN ACCORDANCE WITH FDo r INDEX NO. 199. 5. ALL PIPE JOIN rS SHALL BE WRAPPED WITH FILTER FABRIC. FILTER FABRIC SHALL BE IN ACCORDANCE WITH FDOr INDEXNO. 199. TYPE D-3, A.D.S. 70-1 00. INS TALL IN ACCORDANCE WITH FOOT INDEX NO. 2130. PROVIDE MINIMUM 12- OVERLAP. 6. INSTALL POLYE 1HYLENE PIPE IN ACCORDANCE WITH ASTM D2321. BACKFILL AND COMPACT EVENLY ON EACH SIDE TO PREVENT DISPLACEMENT. 7. INSTALL UNDERDRAINS IN ACCORDANCE m rH FOOT SPECIFICATION SECTION 440. INS FALL CLEANOU_rS AS SHOWN ON THE DRAWINGS. 6. ALL STORM PIPE SHALL BE SUBJECTEDTO LEAKAGETESTING. WHEN THE GROUND WATER LEVEL IS ABOVE THE TOP OF THE PIPE, AN INFILTRATION TEST SHALL BE PERFORMED BY SEALING OFF A LENGTH OF PIPE AND MEASURING THE DEPTH OF FLOW OVERA MEASURING WEIR, OR BY PUMPING 'THE INFILTRATED WATER INTO CONTAINERS FOR MEASUREMENT. TESTS SHALL BE CONDUCTED FOR A MINIMUM OF FOUR HOURS. INFILTRA HON LEAKAGE SHALL NOT EXCEED 150 GALLONS PER 24 HOURS, PER INCH DIAMETER. PER MILE OF PIPE. WHEN THE GROUND WATER LEVEL IS BELOW THE TOP OF THE PIPE, THE PIPE SHALL BE TESTED FOR LEAKAGE BY EXFILTRATION. EXFILTFIATION LEAKAGE TEST SHALL CONSIST OF ISOLATING THE PARTICULAR SECTION. FILLINGWITH WATER TO A POINT 4 FEE r ABOVE THE TOP OF THE PIPE AT THE LIPPER MANHOLE OR INLET, AND ALLOWING IT TO STAND NOT LESS THAN FOUR HOURS. THE SEC TION SHALL THEN HE REFILLED WI TH WATER up -To THE ORIGINAL LEVEL AND AFTER TWO HOURS THE DROP IN WATER SURFACE SHALL BE MEASURED. THE COMPU TED LEAKAGE SHALL No r EXCEED 150 GALLONS PER INCH DIAMETER, PER 24 HOURS, PER MILE OF PIPE. PAVING, SIDEWALKS, AND CURBING 1. MATERIALS AND CONSTRUCTION METHODS FOR THE ROADWAY AND PAVING CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFIcA rIONS FOR ROAD AND BRIDGE CONSTRUCTION, 2000 EDI TION. 2. ROADWAY PAVING, BASE, AND SUBGRADE THICKNESSES SHALL BE IN ACCORDANCE WITH DETAILS ON THESE DRAWINGS. MATERIAL STABILITY AND DENSITY REQUIREMENTS ARE AS FOLLOWS: A. TYPES ASPHALTIC CONCRETE: MINIMUM STA131LI rY 1500 LBS, COMPACTED TO A MINIMUM OF 98 % OFTHE MARSHALL DESIGN DENSITY. B. LIMEROCK BASE: MINIMUM LBR OF 100, PLACED IN WMAXIMUM LIFTS, COMPACTED TO A MINIMUM DENSITY OF D8 %OFTHE MODIFIED PROCTOR DRY DENSITY (AASTHO T-180). CON TRACTOR MAY SUBSTITU rE ASPHALT BASE COURSE TYPE 3 (MIN. STABILITY OF 1000 LBS) AT NO ADDi rIONAL COST, PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED LIMEROCK BASE. C. SUBGRADE: STABILIZE TO A MIN. LBR OF 40, COMPACT TO A MINIMUM DENSITY OF 98 % OF THE MODIFIED PROCTOR DRY DENSITY (AASTH0 T-I 80). CON TRACTOR MAY SUBS fITUTE LIMEROCK SUBGRADE (MIN. LBR OF 100) OR CONTROLLED LOW S FRENGTH MATERIAL ('FLOWABLE FILL'), F*c (28 DAY) = 100-125 PSI AT NO ADDITIONAL COST, PROVIDED STRUCTURAL NUMBER EQUALS OR EXCEEDS THAT OF THE SPECIFIED SUBGRADE. 3. SIDEWALKS ARE TO BE CONSTRUCTED IN THE AREAS AS SHOWN ONTHE CONSTRUCTION PLANS. THE SIDEWALK SHALL BE CONSTRUCTED OF4"OF CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 2500 PSI. JOINTS SHALL BE EITHER TOOLED OR SAW CUT AT A DISTANCE OF 10'. HANDICAPPED RAMPS SHALL BE PROVIDED AT ALL INTERSECTIONS AND SHALL BE IN ACCORDANCE WITH THE FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUC TION, LATEST EDITION. WENOTS AT SEMINOLE TOWNE CENTER TOWNE ICENTER BOULEVARD C� I -F y C)p F PAVING, SIDEWALKS, AND CURBING (CONT.) 4. CURBING SHALL HE CONSTRUCTED WHERE NOTED ON THE CONSTRUCTION PLANS. CONCRETE FOR CURDS SHALL BE FUOT CLASS 'I'CONCRETE WITH A 28-DAY COMPRESSION STRENGTH OF 2500 PSI. ALL CURBS SHALL HAVE SAW CUT CONTRACTION JOINTS AND SHALL BE CONSTRUCTEDAT INTERVALS NOT TO EXCEED 10'-O'ON CENTER, CONSTRUCTION OF CURBS SHALL BE IN CONFORMANCE N fH FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION (LATES r EDI flON) SECTION 520 AND DETAILS PROVIDED ON THE CONSTRUCTION PLANS. 5. FIELD COMPACTION DENSITY, STABILITY, AND THICKNESS TESTING FREQUENCIES OF SUB -BASE, BASE, AND ASPHALT SHALL BE TESTED ONCE EVERY 300 LINEAR FEET OF PAVING PER 24-FT WIDE STRIP, STAGGERED LEFT, GEN fER AND RIGHT OF GEN rERLINE. WHERE LESS THAN 300 LINEAR FEET OF SUB -BASE, BASE, AND ASPHALT IS PLACED IN ONE DAY, PROVIDE MIN. OF ONE TEST FOR EACH PER DAYS CONSTRUCTION AT A LOCATION DESIGNATED BY THE ENGINEER. ASPHALT EXTRACTION GRADATION SHALL BE 'TESTED FROM GRAB SAMPLES COLLECTED ONCE EVERY I 800 SQUARE YARDS OF ASPHALT DELIVERED TO THE SITE (ORA MINIMUM OF ONCE PER DAY� PAVING TIMING REQUIREMENTS I. INSTALL SUBGRADE AND BASE COURSE MATERIALS WITHIN 48 HOURS OFTHE REMOVALJOPEN CUTTING OF EXISTING PAVEMENT CONSISTING OF STREETS, DRIVEWAYS, OR SIDEWALK. INSTALL FINAL SURFACE COURSES WITHIN 14 DAYS AFTER REMOVAL OF EXJSTING PAVEMENT. 2. AREAS TO RECEIVE ASPHALT SHALL RECEIVE EROSION CONTROL MEASURES NO LATER THAN 48 HOURS AFTER ACCEPTANCE OF BASE COURSE. TEMPORARY EROSION CONTROL CONSISTS OF PLACEMENT OF A BITUMINOUS PRIME COAT AND SANDING THE SURFACE. PERMANENT EROSION CONTROL CONSISTS OF PLACEMENT OF THE STRUCTURAL COURSE. 3. AREAS TO RECEIVE CONCRETE PAVING SHALL BE EITHER PROTECTED WITH A LAYER OF FDOT COARSE AGGREGATE MATERIAL OR SHALL BE PAVED WITHIN 48 HOURS OF ACCEPTANCE OF THE SUBGRADE. SIGNS AND PAVEMENT MARKINGS I. ALL SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE'MANUAL ON UNIFORM TRAFFIC CON TROL DEVICES' AND THE LATEST IMPLEMENTED EDITION OF FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS. STANDARD INDEX NO. 9535, 1 1660, I i862.11865,17302,17346 AND 17349 APPLY. GENERALLY, ALL MARKINGS SHALL CONFORM TO -THE FOLLOWING: 6' EDGE LINES, 6" LANE LINES, 6- SINGLE CENrERLINES, AND O' DOUBLE LINE PATTERNS, UNLESS OTHERWISE NOTED ON THE PLANS. 2. ALL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC WITH RAISED PAVEMENT MARKERS (TYPE 9i 1 - 4'x 4'). RAISED PAVEMENT MARKERS ARETo BE INSTALLED IN ACCORDANCE m rH THESE PLANS AND FDOT INDEX NO. 17352. 3. PARKING srALL PAVEMENT MARKINGS SHALL BE PAINTED. PAINT SHALL MEET THE REQUIREMENTS OF FDOT SPECIFICATION SECTION 97t, NON -REFLECTIVE WHITE TRAFFIC PAINT. 4. ALL ROADWAY TRAFFIC SIGNS SHALL BE MANUFACTURED USING HIGH INTENSITY RETROREFLECTIVE MATERIALS. THE BACK OF ALL FINISHED PANELS SHALL BE STENCILED WITH THE DATE OF FABRICATION, THE FABRICATOR'S INITIALS, AND THE NAME OF THE SHEETING IN rHREE-INCH LETTERS. 5. INTERNAL SITE TRAFFIC SIGNS ARE NOT REQUIRED To BE RETROREFLECTIVE. 6. THE CONTRACTOR SHALL VERIFY THE REQUIRED LENG rH OF THE SIGN COLUMN SUPPORTS IN THE FIELD PRIOR To FABRICATION. 7. ALL PAVEMENT MARKINGS REQUIRE LAYOUT APPROVAL INTHE FIELD BY THE ENGINEER PRIOR TO INSTALLATION. 8. PRIOR TO FINAL PAVEMENT MARKING INSTALLATION, A TWO WEEK CURE TIME OF THE ASPHALT IS REQUIRED. MEngineers Planners LandscapeArchitects Surveyors __.Z.-�_ ,---_ Con5tructionManagement i 1. LARRY VIR-AY, P.E. iv zv cv. cph engin cers. coin 7 500 Wat Fulton.Shed, S-�foM, FL 32M P.O. Vax 2S08, 5-f.rd, FL -T2772-2S OCT k')"V 2004 PhoHc407.322.6841 Fa=40ZJJO.OW "11 GENERAL NOTES Sheet No. CMW43 (g) 2004 Nft , 1HL'RLY LINE 0" 'rf A01 9 tfi i 7 / 1 ri RI 5.00' , tl 28/ 169 :s I f t 1 1 /r w :::: . ....`....................::.:.........� Ct 1 �� s• ,i � ' i jf jl/ j I 'Q Q 5.00' 10 0 { f i ;' Itt ! V: P f 1 o R47.00' R5.00' 3s p P 7 P. 37 O OO 18 30, !! f l R10.00' V. Spf .� F` (: _i'^ �w (TYP) 2 14.58' �. s,9 o R20.00 S ' JjJ(a { 1'{ jj111 5,00' 7 "u 33 (BOC ) 9 / zs 38-67,20 R10.00 �gOC / 1 7 FREEZER 12 t, a' 261 S.F.t 5.00' o ' ' (� 5.00' 34.00 18.00 y 1 8.00' ° 717 0 9 6Q° , E •�'• o O 4 '•r �� °�- frfr � f !r , j 0 17 ,.43 o o �• . f i PROPOSED 5.00' 5 a 22.32' 17,00' i! x j 1 F 3,026 S-F--i (BLDG) 4 -® � 1 0 .•v (E-2000) 0 11 f = :,:•' 13 F.F = 62.00 3 16 r f 1 ! r f An I 1 co f ; H 56.62' J r li 10 •f• r r � i i<< Z R20.00' (TYP) R3.00' (TYP) �J O 10 .' l I R10.00� 18 p4,v) sue', so f J i J i r J C) (130 12.00' 12.00' I i I IRO) 01 5.00 ° z. .. ..:• i .1 F;3 J J J t J f .• i J y o .:� r f J (BOC) to J ;" J J i ' J cy) _ w I _ 31 y 1 ' (D LO 1 QR35.00' U 9 IRO) a 1 j -70 23 �0w's2,..r � R25�L00' cn moppo y I11l::3;(..`• '...IJd r),• �:r�' 1" St 7 39.82' za 41.64' _ 29.83' 25.16' 14.72' P. `3,h.• a. ,+c� 7171 <'.`N i jVr TO.. - ,1 �, k3' �:✓ Sfi Ll) � cY PART OF -FRACT 1 ,.......,....�,...,..,......................------- ...._____. x >::>nHx.....»;N»«. ...........::::::.....aaxwva•-----••x-K11,.• ....... ...........mnn..,...:n,.vr�. ....... .,.,.ova..,,..r�rc:ers•-•....... ,>b,e»eew,,,,,,:ewaac�, .. Y'• �__. t 3 c,Ot)'I'hi i..im:: U>' 'rRACT 'I P,1:3, 7, PGS, 8-•1u No.1 Date I I Revision 0 19/15/041 1 REVISED PER CITY COMMENTS P... -. Uz ra �0M Revision Approved Designed by: JMM 6/04 1 Scale: 1" = 20' Drawn by: CET 6/04 Checked by: CDP 6104 Date: JUNE, 2004 Approved by: HLW 6/04 Job No. W2523.2 Certificate of Authorization No.3215 File: SDP F Ir 1 ' PROPOSED SITE LEGEND 7/ / O 24" WIDE THERMOPLASTIC SOLID WHITE PAINTED STOP BAR PER FDOT INDEX NO. 17346 (TYP). f 1 O2 4" WIDE SINGLE WHITE PAVEMENT PARKING STRIPE (TYP). / O3 YELLOW REFLECTIVE DIRECTIONAL ARROWS ON PAVEMENT, PER FDOT INDEX #17346. (TYP). ,` ® WHITE ACCESSIBLE SYMBOL PAINTED ON PAVEMENT, PER FDOT INDEX NO. 17346. / r / % O5 5' WIDE ACCESSIBLE AISLE STRIPING PAINTED ON PAVEMENT, PER FDOT INDEX #17346. / O6 4" WIDE SINGLE YELLOW LANE STRIPE ON PAVEMENT. C:. / fill/7 PAINT FULL RADIAL CURB YELLOW (rYP). t j 11 3' HORIZON rAL CURB TRANSITION, NOSE DOWN CURB AT 4:1 MAX., SEE DETAIL SHEET C-7. o O STANDARD 2' CURB AND GUTTER (TYP), SEE DETAIL SHEET C-7, SHOWN SHADED. If r 10 SPILL -TYPE 2' CURB AND GUTTER (TYP), SEE DETAIL SHEET C-7. 6 FOOT WIDE PEDESTRIAN CROSSWALK WITH 12" WIDE REFLECTIVE STRIPING PARALLEL TO DIRECTION OF / f TRAFFIC AT 3' O.C., PER FDOT INDEX #17346. STENCIL"PJf� 12 P WINDOW"OR"EXi r ONLY", AS PER PLAN, PAINTED YELLOW ON PAVEMENT IBEHIND DIRECTIONAL ARROW, SEE ARCHITECTURAL DETAIL SHEET 2. s NOT USED. CONCRETE APRON AT GREASE TRAP, SEE DETAIL SHEET C-7. f f 15 WENDY'S MONUMENT SIGN, MAX. 10 FEET HIGH X 50 S.F. /J f 16 10' WIDE BLACK CONCRETE DRIVE-THRU PAVEMENT, SEE DETAIL SHEET C-7. f 17 HANDICAP ACCESSIBLE RAMP, MAX. SLOPE 1:12, PER FDOT INDEX # 304. PAINT A 2' WIDE X 36' jJ LONG YELLOW STRIPE, ON EACH SIDE, ALONG THE SURFACE EDGES AND SIDES OF RAMP (CURB), STARTING AT BASE OF RAMP (TYP). 18 CONCRETE SIDEWALK, AS PER PLAN, MAX LONGITUDINAL SLOPE 5%, MAX CROSS SLOPE 2%, SEE DETAIL SHEET C-7 (TYP). 19 TRASH ENCLOSURE, SEE DETAIL AND ARCHITECTURAL PLAN SHEET 2. / 20 6" PIPE BOLLARD PAINTED YELLOW, SEE DETAIL SHEET C-7. 21 �SITE LIGHTING, SEE LIGHTING PLAN SHEET -1' i Q22 DETECTABLE WARNING TO BE ARMOR -TILE TACTILE SYSTEM CAST IN PLACE TR=RECOMMENDATIONSS ( 1 COLOR SHALL BE BRICK RED. SYSTEM SHALL BE INSTALLED PER MANUFACTUR t SPECIFICATIONS. 23 RELOCATE EXISTING LIGHT POLE, CONTRACTOR TO COORDINATE WITH FLORIDA POWER AND LIGHT. VERTICAL CURB ALONG CONCRETE DRIVE THRU LANE, SEE DETAIL SHEET C-7. 25 WENDY'S PRE -SELL BOARD, 20 S.F. MAX. 26 WENDY'S MENU BOARD, 20 S.F. MAX. 1 27 NEATLY SAW CUT, REMOVE AND MATCH EXISTING CURB TO MATCH EXIS rING PAVEMENT AND / OR CURBING. It 28 VALLEY CURB AND GUTTER PER FDOT INDEX #300. 'TRANSFORMER PAD PER FPL REQUIREMENTS. j 30 EXISTING PALM FREES -TO BE REMOVED. 11 1 PROTECT AND SAVE EXISTING EQUIPMENT. f= j 32 DETECTOR LOOP PER WENDY'S REQUIREMENTS. CUSTOMER ORDER DISPLAY PER WENDY'S REQUIREMENTS (TYP). j 1 34 APPROXIMATE RELOCATION OF LIGHTPOLE. CONTRACTOR TO COORDINATE EXACT RELOCATION WITH FPL. J 35 RAMP WiTH MAX SLOPE 1:12 PER FDOT INDEX #304. 1 36 3' WI E FIRE LANE WITH G E THERE M A TIC TRAFFIC YELLOW STRIPING AT 45° 1 @ 4' O.C. (rYP). I jr 37 "NO STANDING OR PARKING FIRE LANE" MESSAGE PAINTED REFLECTIVE TRAFFIC YELLOW ON PAVEMENT AT 80' U.C., LETTERS TO BE A MIN. 2' TALL. CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE -CALL OF FLORIDA, INC. @ 1-800-4324770 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION PROPOSED PAVEMENT LEGEND PROPOSED LIGHT DUTY ASPHALT PAVEMENT. ° 4 a a PROPOSED CONCRETE PAVEMENT. PROPOSED SIDEWALK. PROPOSED SITE SYMBOLS LEGEND (D) o- DO NOT EN TER SIGN (R5-1) PROPOSED SITE LIGHTING, SEE SHEET C-12 (S), STOP SIGN (R1-1) O PROPOSED PARKING SPACES COUNT (RO) -a RIGHT TURN ONLY (R3-5R) (FL) FIRE LANE SIGN (SEE DETAIL SHEET C-7) (HC) -o- ACCESSIBLE PARKING SPACE W! ACCESSIBLE PARKING SIGN (ORDINANCE 3211) SITE DATA 1. STATEMENT OF INTENT: WENDY'S RESTAURANT PROPOSES TO CONSTRUCT SITE IMPROVEMENTS WHICH INCLUDE DRIVEWAY ACCESS, PAVED PARKING, RESTAURAN r, SI I E U'I ILI TIES, LANDSCAPING AND A STORMWATER MANAGEMEN r SYSTEM. 2. EXISTING ZONING: PD 3. PROPOSED WENDY'S BUILDING: APPROX. 50'X64' 4. SITE AREA: 1.02t ACRES 5. PROPOSED WENDY'S BUILDING AREA: 3,026 SF PROPOSED FREEZER AREA: 261 SF TOTAL BUILDING AREA: 3,287 SF 6. PARKING: A. WENDY'S PARKING NUMBER OF SPACES REQUIRED BY CITY 0.40 SPACES PER SEAT X 90 SEATS 36.0 SPACES TOTAL REQUIRED SPACES 36.0 SPACES TOTAL PARKING SPACES REQUIRED 36 SPACES B. NUMBER OF SPACES PROVIDED - 10' WIDE PROPOSED SPACES 34 SPACES 12' WIDE PROPOSED HANDICAP SPACES 2 SPACE TOTAL NUMBER OF SPACES PROVIDED: 36 SPACES 7. LAND USE: USE AREA % OF SITE A. TOTAL LAND AREA 1.019 ACRES 100.00% B. TOTAL PROPOSED BUILDING AREA 0.075 ACRES 7.36% C. PAVEMENT AND SIDEWALKS 0.599 ACRES 58.78% D. 'TOTAL IMPERVIOUS AREA 0.674 ACRES 66.14% E. GREEN AREA 0.345 ACRES 33.86% TOTALS 1,019 ACRES 100.00% 8. UTILITIES: WATER CITY OF SANFORD SANITARY SEWER CITY OF SANFORD RE -USE WATER CITY OF SANFORD SOLID WAS TE CITY OF SANFORD OTHERS SEE COVER SHEET 9. 100 YEAR FLOOD: PER FIRM MAP PANEL NO. 12117C0040E, APRIL 17, 1995, NO PORTION OF THE SITE LIES WITHIN THE 100 YEAR FLOOD HAZARD ZONE. THE SITE LIES WITHIN ZONE X. 10. SOILS: PER THE SEMINOLE COUNTY SCS SOILS SURVEY, ON -SITE SOILS ARE: MYAKKA AND EAU GALLIE FINE SANDS 11. BUILDING SETBACKS: REQUIRED PROVIDED FRONT 25 OR 60 FEET FROM GE 70.26 FEET REAR 20 FEET 58.65 FEET SIDE 20 FEET 55.32 FEET 12. UTILITY USAGE AND TAKEBACK CALCULATIONS: A. A FULLY AU rOMATIC IRRIGATION SYSTEM, UTILIZING RE -USE WATER, SHALL BE INSTALLED BY THE DEVELOPER SO AS TO PROVIDE TOTAL COVERAGE FOR ALL c c Sc c LANDSCAPING, INCLUDING HEDGES, TREE, AND GRASSED AREAS FOR THE PROPOSED DEVELOPMENT. MATERIAL / CONSTRUCTION SPECIFICATIONS: A. ALL CONSTRUCTION WITHIN RIGHT-OF-WAY SHALL CONFORM TO THE FOLLOWING: FDO r STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION -LATEST EDITION. FDOT FLEXIBLE PAVEMENT DESIGN MANUAL FOR NEW CONSTRUCTION AND PAVEMENT REHAB., LATEST EDITION. B. THE CONTRACTOR SHALL NOTIFY THE CITY LOCAL MAINTENANCE OFFICE 48 HOURS IN ADVANCE OF STARTING ANY CONSTRUCTION WITHIN THE CITY RIGHT-OF-WAY. 13. SITE DESCRIPTION: PARCEL I.D.: 29-19-30-5LW-0800-0000 14. SITE CONTAINS NO WETLAND AREAS. Q15. ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS NOTED (BOC) WHICH INDICATES BACK OF CURB. SAFETY AND HAZARD IDENTIFICATION FOR PARKING LOT AND SIDEWALK Parking lot marking requirements will vary depending9 upon local city codes. Yellow is the most common color for lot striping and especially important for northern climates where snow is prevalent so as to provide contrast from snow and salt laden surfaces. If codes allow, white Quint Is permitted for parkln spaces striping only. All hazards should be identified in safety" yellow paint. The to wing areas should be properly identified: 1) Vehicle parking area identified with the appropriate marking as required by local municipal codes. Color -yellow or white. 2) Direction traffic flow arrows painted on the lot should identify the route of travel into and out of the parking lot from all public or private access roads. Color -yellow. 3) Outline the outside of the pick-up window traffic lane with a four inch solid stripe. Color -yellow. 4) Al curbs that extend from the parking lot entrance to any public or private roadway should be painted. Color -yellow. 5) Speed bumps should be Identified with striping. It is not necessary to paint the entire area. Color -yellow. fi Parkin sto s or blocks located next oc oc tad a l to the buildingor in the middle of he parking lot ) shouldgbe paintod on top. Color -yellow. t pa g 7) Sidewalk curbing directly in the travel path of the building entrances or exits should be identified with a two inch stripe on the top edge of the curb for a length of three feet. 8) If site conditions warrant, any steps should be identified with a two inch line painted on the top and front edge of each step. Color -yellow. 9) If the site conditions warrant, crosswalks across the drive-thru lane for entrances/exits which are perpendicular to the drive-thru traffic pattern should be Identified with diagonal stripes. Color -white or yellow to match striping. 10) All posts, poles and their supports or guide wires that may be exposed to vehicle traffic should be painted at least sixty (60) inches In height from the base. Color -yellow. 11) Stencil 'Pick -Up Window' lane behind directional arrow. Color -white or yellow to match striping. 12) Any curb that represents a possible hazard to vehicles should be Identified by painting a two (2) inch line on the top and side of the curb. Color -yellow. 13) Handicap ramps and handicap parking should be identified with ADA striping and stenciling per local codes. Note: painting the entire ramp or parking space as well as paint blocking background on stencils is not recommended unless specified by code. 14) Handicap sidewalk ramps should have the outside curbing that is changing In elevation Identified with a two (2) inch line painted on the top and side edge of curb for the first three (3) feet of inch line starting from the lower surface level. Color -yellow. WENDY'S STRIPING DETAIL Engineers PlannersAT SEMINOLE TOWNE CENTER Landscape anap eArehitrcts Surveyors ' ram-- - TOWNE CENTER BOULEVARD Construction engineers. s . c o,nrnt Ft. LARRY 557 P.E. www. cpllrnginccrs, cam 55557 500 Wc,l Fulton Slrret, Sanford, FL 32771 P.O. Box 2608, Sanford, FL 32M-2$08 0 C T 8 2004 C I Ty (D F -S.A N F O F2 � nr: Ph°4OZ322.6841 Fw,; 407,330,063'J nrx onus 5 T R E E T SITE DIMENSION PLAN Sheet No. Q 2004 Nye 7_ t. Top / PROPOSED....:::' pc-;. -fEw: ELECTRICAL CONDUIT f•rjtjh;(;z frIRONFL().; " :, %.;) 3656 ' PROP. 6" GATE VALVE -. m..._L ......_............M ,:....:..... ...............�...... .....:: WITH VALVE BOX AND 0 is FIRE HYDRANT ASSEMBLY TOP '• o. i o v v v Fo1 yx V 'C C9 ° FREEZER s�E I71 261 S.F.t !!m6° 12 11 w L .v • 10 C9 C I • :' PROPOSED 13 9 I 3,026 S.F.± (BLDG) (E-2000) 7 6 5 4 3 61.50 ` t ;. 58.50 o w�_r GiPATE 5r,10.w8 �l WATER _!.• L� . :.. . 58.00 S!lY. ELEd,ss.ta 2.37'(MUST )t1/ BE 0.5' MIN. f.' 55.63 CLEAR) I 54.96 SANITARY a _.............................. _.. `. V cum & ou ri No.1 Date 9/20/0 P,'B. .1 7, POS, 6-10 f: t & '- ram as £ LL PART OF ^I"g'yACT I P';-_R P.B. 47, P GS. 8-10 SPEED € IMIT 20 MPH S= FOP EL EC. ,AJ€d"ncfl DOX TRAFI;IC 8101k W11RE;0. BREAKER LANDSCAPED -•- AIRE A SET IRON R01) AN!, Zsa I-E, 71413 cure !tlLf'r ••• (-,-, TGP GRATE ELEY.658, F'LOW11mF. ELEV.-yam W INV. ELEV.-52.64 5 INV. k€1:Y.�s1.i4 - .:::......... - ...w;;;::::... -- _ - .....� :� ....... _ .......�, �:� ....... _ • _•. - >--v - . .. .............•-,x,,.-.:..... ..-... ,`,.- SOUTH LINE. OF TPACT 1 P.l:i. 4.7, DOS. 8....10 Revision PER CPH REVIEW mm[m© ®mm m- "_ f II I:r f F ()€JNf:; II2'„t•1 C:A?L8356 / I /�' . ;'/ �„ I�i)�1'<f? If�Cl,•l f7fX; ,'.,Nt1 / ELEC. BiJx ` ;' ; / is V ;i/r;-: ON '.?vU 3: lw' CAP ..8#7143 j r 1 lrt !1 i €�N ° EIE 9.07 zffi / ff �l f lAPPROXIM TE LOC TION OF EXISTING FPL to r CABLE. C NTRAC OR TO!lFIELD V RIFY EXACT • L CATIO Q i;` APPROXI ATE LOCATION OF EXISTING 16"/ WATER i` P?fN, CgNTRA'(' OR TO FIELD VE I,FY NEATL�� /-! l t g, REMOVE SID EW �j r ACCOt M DAT UTILITY INSTALLATION. ESTOI� %j �• t r r !R ;jtr fl; TO 01 INA JCON ION OR BETTER I jl WE f T'AP TO EXI JNG 16" WATER MAIN WITH 6" / l i TAt�P�NG SLEEV AND VALVE AFTI ! � ! ;'• ��� FECTION T��TING AND CITY OPtSANF�RR , i r r r. 'V/ # i �L :7 r• 'r� L'J CEO N• ,P N <3 r! /ATM DISC L8 35756 HANDICAP RA.VP Revision Approved Designed by: JMM 6104 Scale: V = 20' Drawn by: CET 6/04 Checked by: CDP 6/04 Date: JUNE, 2004 Approved by: HLW 6/04 Job No. W2523.2 Certificate of Authorization No. 3215 File: CUP s ut POLE 1014m CONNECI7T`O EXISTING RE -Ups SADDLE P15R CITY OF SANFO7D REOUIREN�ENTS 11JJ f j j f 1Y1' RE-U1jE WATER LINE fjj ;' / 1y" RE-U,6E WATER METER / /f i f 1 APPRm IMATE LQCATION!/C, F E � E-USE; WATER MAIN. CdNTRA fVERI ; EXACT l/OCATIO�1 I j r f r ! f 1 ; 11 1%2" WATER METER, METE=k B04, RED06ED PRESSURE BAPKFLOI 2" P..14. POTABLE WATER SERVIC I t 1 li t r WITI4 1%1'/ �1 rt tr ! (1 1 rl t j F r 'rr XI�TllVj 8" VFOF�.TO FIELD 2" EVENTER WENOTS AT SEMINOLE TOWNS CENTER iOWXE CENTER BOUlFYMO C 1 -r Y O P S A N F O R E) PROPOSED SANITARY SEWER SCHEDULE O REMOVE EXISTING 8" PVC STUB AT ELEVATION 53.54. CONNECT PROPOSED SANITARY SEWER AT ELEVATION 53.54. GROUT SEAL To INSURE WATERTIGHT CONNECTION p 146 LF - 8" P.V.C. SANITARY SEWER @ 1.5% p SANITARY SEWER MANHOLE PER SEMINOLE COUNTY SPECIFICATIONS TOP ELEV. 61.10 N.E. INV. 55.73 W. INV. 56.80 O4 12 LF •- 8" P.V.C. SANITARY SEWER @ 3.00% U5 4" X 4" X 8" TEE, INV. 57.16 6U 15 LF - 4" P.V.C. SANITARY SEWER @ 2.23% 7U SANITARY SEWER CONNECTION TO BUILDING. REFER TO ARCHITECTURAL PLANS FOR CONTINUATION, INV. 57.49 08 6 LF •- 4" P.V.C. SANITARY SEWER @ 1.0% O9 GREASE TRAP OUTFLOW, CLEAN -OUT INV. 57.22 10 1,200 GALLON GREASE TRAP, SEE SHEET C-7 11 GREASE TRAP INFLOW, CLEAN -OUT INV. 57.47 12 15 LF - 4" P.V.C. SANITARY SEWER @ 1.53% 13 GREASE TRAP CONNECTION INTO BUILDING. REFER TO ARCHITECTURAL PLANS FOR CONTINUATION, INV. 57.70 GREASE TRAP SIZE CALCULATION NUMBER OF SEATS ` GALLON PER SEAT' HOURS OF OPERATION / 12 ' LOADING FACTOR = MINIMUM SIZE OF GREASE TRAP REQUIRED 90 SEATS' 10 GALLONS / SEAT ` 14112 ` 1.0 = 1050 GALLON MINIMUM GREASE TRAP REQUIRED. 1200 GALLON GREASE TRAP PROVIDED. Engineers Planners Landscape Architects • ��- Suroeyors Construction Management H. RRY WRP.Y, P.E. www.cphengineers.cuut r 2 V 5555Q2004 1 500 West Fulton Street, Sanford FL 32771 I'.O. Ban 2808, Sunf.,d FL J2772-2WS OCT �) O O O A Phone 407.322.6541 Far 40Z330.0639 L `t GENERAL UTILITY NOTES 1. SEE COVER SHEET FOR A LIST OF UTILITY COMPANIES. 2. GENERAL CONTRACTOR IS TO COORDINATE WITH APPROPRIATE UTILITY COMPANIES PRIOR TO CONSTRUCTION, ADJUSTMENT OR RELOCATION OF EXISTING UTILITIES AS DESIGNATED ON PLANS. 3. THE CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITY INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. 4. DRAWINGS DO NOT PURPORT TO SHOW ALL EXISTING UTILITIES. EXISTING UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO NEW UTILITY LINES BEING INSTALLED. 5. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 6. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION AT NO COST TO THE OWNER. 7. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR ACTUAL LOCATION OF ALL UTILITY ENTRANCES TO INCLUDE SANITARY SEWER LATERALS, DOMESTIC AND FIRE PROTECTION WATER SERVICE, ELECTRICAL, TELEPHONE AND GAS SERVICE. CONTRACTOR SHALL COORDINATE INSTALLATION OF UTILITIES, IN SUCH A MANNER AS TO AVOID CONFLICT AND ASSURE PROPER DEPTHS ARE ACHIEVED AS WELL AS COORDINATING WITH UTILITY REQUIREMENTS AS TO LOCATION AND SCHEDULING FOR TIE-INS/ CONNECTIONS PRIOR TO CONNECTING TO EXISTING UTILITIES. 8. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN PAVED AREAS SHALL MATCH FINISHED GRADE. THE TOP ELEVATION OF MANHOLES CONSTRUCTED IN GRASSED AREAS SHALL BE 4" ABOVE FINISHED GRADE (UNLESS NOTED OTHERWISE). 9. ALL MANHOLES CONSTRUCTED WITHIN PAVED AREAS SHALL BE INSTALLED WITH TRAFFIC BEARING RINGS & COVERS. 10. ALL CLEAN-OU S T WITHIN THE PAVEMENT AREA SHALL BE INSTALLED WITH TRAFFIC BEARING PARTS AS APPLICABLE. 12. CONTRACTOR SHALL GROUT AROUND ALL PIPE ENTRANCES TO SANITARY SEWER MANHOLES WITH NON -SHRINKING GROUT TO ASSURE CONNECTION IS WATER TIGHT. 13. ALL CONCRETE FOR ENCASEMENT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS. 14. CONTRACTOR SHALL PROVIDE ALL APPURTENANCES SUCH AS CHECK VALVES, BACKFLOW PREVENTERS, ETC., AS REQUIRED BY GOVERNING AUTHORITIES. 15. ALL WATER, FORCE MAIN AND SANITARY SEWER LINES SHALL HAVE A MINIMUM OF T OF COVER. PE WATER SERVICE MAY BE REDUCED TO 2' WHEN NECESSARY. 16. CONTRACTOR SHALL COORDINATE INSPECTION ON ALL UTILITIES, WITH APPROPRIATE AUTHORITIES PRIOR TO COVERING TRENCHES DURING INSTALLATION. 17. CONSTRUCTION SHALL COMPLY WITH ALL GOVERNING CODES AND REQUIREMENTS. 18. THE CONTRACTOR SHALL CONDUCT ALL REQUIRED TESTS TO THE SATISFACTION OF THE RESPECTIVE UTILITY COMPANIES AND THE OWNER'S INSPECTING AUTHORITIES. 19. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND -THE FINAL CONNECTION OF SERVICES. 20. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST STANDARDS OF OSHA DIRECTIVES OR ANY OTHER AGENCY HAVING JURISDICI-ION FOR EXCAVATION AND "TRENCHING PROCEDURES. THE CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING AND OTHER MEANS OF PROTECTION. THIS TO INCLUDE BUT NOT BE LIMITED, FOR ACCESS AND EGRESS FROM ALL EXCAVA"TION AND TRENCHING. CONTRACTOR IS RESPONSIBLE'r0 COMPLY WITH PERFORMANCE CRITERIA FOR OSHA. 21. THE CONTRACTOR SHALL RECOGNIZE AND ABIDE BY ALL OSHA EXCAVATION SAFETY STANDARDS, INCLUDING THE FLORIDA TRENCH SAFETY AC r (90-96, LAWS OF FLORIDA). ANY MATERIAL, CONSTRUCrION ME-THODS, OR MATERIAL COST TO COMPLY WITH THESE LAWS SHALL BE INCIDENTAL TO THE CONTRACT. 22. ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 23. CONTRACTOR TO LOCATE LIGHT POLES AND FIXTURES AS INDICATED. CONTRACTOR TO BUILD NEW POLE BASE AND STUB CONDUIT AND WIRE AS NEEDED. 24. CONTRACTOR MUST STOP OPERATION AND NOTIFY THE OWNER FOR PROPER DIRECTION IF ANY ENVIRONMENTAL OR HEALTH RELATED CONTAMINATE IS ENCOUNTERED DURING EXCAVATION. 25. ALL WATER MAINS, FIRE WATER MAINS AND SERVICES SHALL BE TESTED, APPROVED AND DISINFECTED IN ACCORDANCE WITH UTILITY COMPANY REQUIREMENTS PRIOR TO CONNECTION TO MUNICIPAL SYSTEM. 26. REFER TO -THE GENERAL NOTES FOR UTILITY MINIMUM HORIZONTAL AND VERTICAL SEPARATIONS. 27. CHAPTER 553.851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. PROPOSED UTILITY SYMBOLS LEGEND S PROP. SANITARY SEWER LINE W PROP. WATER LINE E PROP. (1) 4" P.V.C. ELECTRICAL CONDUIT CONTRACTOR SHALL CONTACT SUNSHINE STATE ONE -CALL OF FLORIDA, INC. @ 1-800-432-4770 FOR LOCATION OF ALL UTILITIES, AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION COMPOSITE UTILITY PLAN Sheet No. CMW6 2004 'n Q) L U C O 0 N x 0 a tD ❑ c m a axi 2 U Q c c -2 U Q N tp m 0 a 0 N N 0 L) J ❑ z w N- cn N m N rn N d rn 'D N co N 47 N 4" WHITE @ 2' O.C., SEE 31TE WHITE DIMENSIC N PLAN FORA SLE (TYP) ACCESS SHEET C-4) 18"xl8"x4"THK. CONC. CLEAN -OUT COLLAR W1114 BAR PIPE SIZE AS ��L45BEND' INDICATED ON PLAN WYE PLUG PVC UNDERDRAIN TYPICAL CLEAN -OUT DETAIL IN GRASS AREAS 2" MOUNTSIGN —� HERE DD�Q � dGD pCEQLwj04 J MEW 'U"-CHANNELPosr �✓ �� 4 2^ 4" 4" 2" 4^ ME u (2 LBS•/FL) BOLLARD COVER MODEL CAST IRON FRAME AND COVER #BOL-49, PER THE PAWLING o CORPORATION, Iw— w w CONTACT: (800) 431-34,50 m U3 (SEE SITE PLAN SLOPE TOP OF CONCRETE'r�//� //\ \\//\%�• 1. THE SIGN'S FACE SHALL BE OF AN ENGINEERING GRADE GROUND SURFACE REFLECTORIZED MATERIAL. 2, ALL LETTERS ARE 1 INCH SERIES "C' PER THE MUTCD. a 3. THE TOP PORTION OF THE, SIGN SHALL HAVE A BLUE BACKGROUND " a L j WITH A WHITE LEGEND AND BORDER. PC CONCRETE Q II ff a 4. THE BOTTOM PORTION OF THE SIGN SHALL HAVE A WHITE �f I.I ,° w U BACKGROUND WITH A BLACK OPAQUE LEGEND AND BORDER. 4a. ? iv o 5. THE FINE NOTIFICATION SIGN SHALL HAVE A WHITE BACKGROUND 3" U U) WITH A BLACK OPAQUE LEGEND AND BORDER. ' 6. ONE SIGN SHALL BE REQUIRED FOR EACH PARKING SPACE. a 6' SCH. 40 STEEL PIPE FILLED W/CONC. 4 I v PAVEMENT OR FINISHED GRADE IN, . � q .4• 3'COVER TO co OVER FOOTING ' FILL POST w/ CONCRETE 2500 PSI P.C. CONCRETE MINIMUM (TYP.) CLASS 'I' CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. STANDARD CONCRETE CURB AND GUTTER P PREPARATION PLAN JOINTS (@ 5' TRANSITION FROM LOW S I N 1 I H16" POINT OF GUTTER TO HEAVY DUTY CONCRETE a 12, SLOPE OF PAVEMENT. 5/8" '. • : ,.:,•• .....:; :.::.... ....: • .. PAVEMENT SLOPE N� 3" RIGID PAVEMENT 2" SAND ' PARKING 2"5/8" CONSTRUCTION" 4 4" P.C.P,C. CONCRETE � • ":• OR___ 5/8" SECTION A -A _ 5/8" E REQUIRED STANDING 2"5/8" NOTES: GENERALNOTES 2 0" FIRE LANE 2" NOTES: CONCRET 7/16" 1. BASE MATERIAL SHALL BE EXTENDED A MINIMUM OF 1. 3/4'x4" PREMOLDED EXPANSION MATERIALS AROUND P.P. OR OTHER STRUCTURES IN WALK. 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION 7/16' 1 FOOT BEYOND THE BACK OF CURB AND SUB -BASE CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. SHALL BE EXTENDED 1 FOOT MIN. BEYOND THE BASE. 2. EXPANSION JOINTS MAXIMUM DISTANCE = 100', USED 3/4"x4" PREMOLDED EXPANSION MATERIAL. NOTE: SIGN BORDERS ARE 3/8" 2. SOIL CEMENT MIX DESIGN SHOULD BESET A 2. ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED MINIMUM SEVEN-DAY COMPRESSIVE STRENGTH OF 300 3. CONTRACTION JOINTS MAXIMUM DISTANCE = 21', SAW CUT 2" DEEP AND FILL WITH HUT POURED SEALER. AT INTERVALS NOT TO EXCEED 10'- 0" ON CENTERS FOR ALL CURBS. NOTES: (RED LETTERS ON WHITE) POUNDS PER SQUARE INCH (PSI). PLACE SOIL CEMENT 4. SAW CUT JOINTS WITHIN 24 HOURS. 1. SIGNS SHALL FACE DIRECTION OF TRAFFIC. IN MAXIMUM 6' THICK, EQUAL THICKNESS LIFTS. AFIRE LANE SIGN PAVING DETAILS CONCRETE SIDEWALK DETAIL SPILL TYPE CURB AND GUTTER AT SLOPE OF PAVEMENT No. Date Revision Approved No. Date Revision Approved Designed by: JMM 76/04 Engr,teers Sheet No. L� 9/15/04 PER COUNTY COMMENTS JMM © Drawn by: CET Scale: N.T.S. WENOTS AT SEMINOLE TOWNE C NTER Planners ® SurveyLaudscors Architects © I Checked by: CDP Date: JUNE, 2004 snroenor9 H.L.ARRYWRAY,P.E. � S TE AN UTILITY DETAILSCatstntctionhfanagr�nentApproved by: HLW 4 Job No. W2523.2 TOWNE CENTER BOULEVARD w w w, c r h e n g i n e e r s. c o m 55557 500 Went Felton Sind Snnfvrsl, FL 32M P.O. Bat 2806, Sanfu d, FL 32772-2WS aQ I Q Certificate of Authorization No. P215 File: GEN-DETAILS e l -r e Co F S A N F Co F2 a rnune:407.3zz.6911 Fat:10Z330.06J9 ou 2 8 2U04 c�2Uvti USF #7610 OR EQUAL (HEAVY CONCRETE COLLAR DUTY) (TOP FLUSH W/FINISHED GRADE) (MARKED "CLEANOUT") ASPHALT PAVEMENT 8" MIN. (TYP.) 4 REBAR ALL AROUND PVC NYE —45" BEND FLOW 7. EACH SIGN SHALL HAVE A CLEARANCE OF 7 FEET FROM THE BOTTOM PIPE SIZE A5 INDICATED 1'-6" I \� ON PLANS OF THE SIGN TO FINAL GRADE OR THE TOP OF CURB, WHICH IS 14 i VERTICAL CONNECTION GREATER, SIGNS SHALL NOT BE FARTHER THAN 5 FEET FROM THE — i /�✓ i NOTE: FRONT OF THE PARKING SPACE. NOTE: ALL PIPES SHALL BE 8. ALL SIGNS SHALL BE MOUNTED ON 3 POUND CHANNEL POSTS. SIGNS ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL PAINTED TRAFFIC YELLOW TYPICAL CLEAN -OUT MAY BE MOUNTED ON BUILDINGS WITH CITY APPROVAL. HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH HANDICAPPED SIGN AND MANUFACTURER'SINSTRUCFIONS. DETAIL IN PAVEMENT STALL STRIPING DETAIL STANDARD SIGN BASE BOLLARD DETAIL AREAS 6" I 3/4' BEVEL 30" SURFACE MATERIAL ................... Aim +�— BASE COURSE A B C d 0 r� 0 GENERAL NO'FES 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION STAN�ARD RED AND WHITE SIGN O 2' FDOT TYPES' ASPHALTIC CONCRETE IN CLASS "I" CONCRETE, AND HAVE A COMPRESSIVE STRENGTH OF 2500 PSI. T 3' R5-1 ACCORDANCE WITH SECTION 334 AND COMPACTED IN TOP OF CURB TRANS COMPLIANCE WITH SECTION 330-113 OF THE FOOT 2• ALL CURBS SHALL HAVE CONTRACTION JOINTS AND SHALL BE CONSTRUCTED —� D ® OT ENTER'" SIGN STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE AT INTERVALS NOT TO EXCEED 10'- WON CENTERS FOR ALL CURBS. CONSTRUCTION, LATEST EDITION. PAVEMENT B) 6' LIMEROCK BASE COURSE HAVING A MINIMUM LBR OF 100 ELEVATION VIEW AND IN ACCORDANCE WITH REQUIREMENTS OF VERTICAL CURB SPECIOCATIONNS 200 FOR D 911 OF THE RIDGEOT ONS TYPICAL NOSE DOWN SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. C� 6' MINIMUM TYPE "B' STABILIZED SUB -GRADE HAVING CURB DETAIL 30" A MINIMUM LBR OF 40 AND IN ACCORDANCE WITH SECTION 160 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. LIGHT DUTY 6„ ~I 2'R M FLEXIBLE PAVEMENT IR :-4ONLY BLACK LEGEND CONSTRUCTION rON WHITE 3la•Fid BACKGROUND R3-5 8" "RIGHT TURN ONLY" SIGN 2' GENERALNOTES H I 1. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION 30" x 30" OR 24" X�24" (FOR ON SITE ONLY) O 7' TYPE 1 PORTLAND CEMENT CONCRETE WITH HIGH INTENSITY 4,000 PSI COMPRESSIVE STRENGTH AT28 DAYS. 15' X 15. CONTROL JOINT SPACING WITH AMINIMUM R1-1 1/2' - 2' SAWCUT DEPTH FILLED WITH SEALANT OSEE GEOTECHNICAL REPORT FOR SUBGRADE A 4" CONCRETE SLAB in 5' A .—J FOOLED i 4 SQUARE CUT EDGE TRENCH WIDTH VARIES OF EXISTING SEE NOTE 10 PAYMENT (TYP.) W/ SIZE OF PIPE FINISHED GRADE L 2" MIN. ASPHALTIC CONC. / :1 WHEN FLEXIBLE AVEMENT Y IS CUT. SEE NO A GLE MAY VARY g a x SEE NOTE 4 �^ W � PIPE O.D. • N 6' (TY 4 SELECT z I COMMON FILL m = W W 08 �$ BEDDINO ROCK a PIPE BEDDING o (SEE NOTE 8 & 9) NOTES: I UNDISTURBED EARTH 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY As PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITY MANUAL FOR DESIGN MIX. 3. USE OF TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24' MAX. FOR PIPE DIAMETER 24' AND LARDER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT, 8, GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING IF REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAMETER LESS THAN 15" AND 8" MINIMUM FOR PIPE DIAMETER 16" AND URGER. 9. DEPTH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. 10. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. 11. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE. REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY. SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 FIG. 100 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAS FINISHED GRADE I (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX SEE NOTE 2 RESILIENT SEAT BOX SHALL REST ON M. J. GATE VALVE BEDDING ROCK OT ON VALVE OR PIPE WATER AND SHALL BE MAIN CENTERED ON OPERATING NUT CONTINUOUS COLOR CODED \-6" BEDDING ROCK 14 GAUGE INSULATED COPPER LOCATING WIRE NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE, 3. CONTRACTOR SHALL PROVIDE THE CITY WITH VALVE KEYS IN ACCORDANCE WITH SECTION 52.4 OF THE UTIUTIES MANUAL. GATE VALVE AND BOX DETAIL CITY OF SANFORD 1999 FIG. 400 PVC PIPE COLOR WATER MAIN: BLUE TYPICAL PIPE - 2" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. i rorAWE wMAW roM ATU rAM WAYAW 10" TO 18" PIPE - 6" TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. mn •uYA n■aw Wm =YA rl■Yw° wrn ■nYM POTA■U WAgR MAW POTMU WATUI MNn POrMU WATu MWMM 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. NMI In1VA I m m NYn MLYA1 7■n IWn ■RYA II■YI.O° -T- wA- MAW 1.1. ft. MNN POTAeU MAl. MAW 121 rorAA[ NArtA MAW POTANI wARll VAMP POTABU WAHA PAPER BACKED ADHESIVE TAPE (TYPICAL) 12" u MAAI MAX. POTAdIL MATu MANL 1" roTABIL wATG MART �6 INCHES BLUE TAPE WITH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. POTABLE WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD 1999 FIG. 110 SQUARE CUT EDGE OF EXISTI G TRENCH WIDTH YARIE SEE NOTE 9 PAYMENT TYP.) W/ SIZE OF PIPE FINISHED GRADE 7 MIN. ASPHALTIC COLIC. WHEN FLEXIBLE PAVEMENT Ez w Is CUT xk!SEE N GLE MAY VARY z !6' SEE NOTE 4PIPE O.D. (TYP) a ct SELECT o �, COMMON o FILL in i UNDISTURBED W a a (SETH E NOTE 3) NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95Y. OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95% OF THE MAXIMUM DENSITY AS PER AASHTO T-180. FLOWABLE FILL, 100-125 P.S.I., SHALL BE USED WHERE EXISTING PAYED AREAS ARE AFFECTED. SEE SECTION 32.8.4 OF UTILITIES MANUAL FOR DESIGN MIX. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. 15" MAX. FOR PIPE DIAMETERS LESS THAN 24', AND 24" FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 32.5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALL COMPLY WITH STATE OF FLORIDA TRENCH SAFETY ACT. S. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY UTILIZATION REGULATIONS. 9. ALL UNPAVED DISTURBED AREAS SHALL BE SODDED TO MATCH ADJACENT DOMINATE GRASS SPECIES. TYPE B BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD 1999 F. 101 18" MIN. #4 BARS ALL AROUND (MIN. 2" CLEARANCE AROUND PIPE.) B 6" MIN. (TYP.) A I F 4" x 4" x 1/2" TIE RODS INCLUDING HOT DIPPED GALVINIZED NUTS AND WASHERS OR STAINLESS STEEL (SEE SCHEDULE BELOW) BEARING PLATE (TYP) -rr-t-- C (6"MIN.) MECHANICAL JOINTS �14 BARS UNDISTURBED EARTH ENCASE TIE RODS IN D 4'-0" MIN. SEE TRENCH DETAILS 1-1 2" PVC SLEEVE / 3" COVER FOR PIPE BEDDING REQUIREMENTS NOTES: 1. ADDITIONAL REINFORCEMENTS SHALL BE AS SPECIFIED BY THE ENGINEER. 2. MINIMUM COMPRESSIVE STRENGTH FOR CONCRETE SHALL BE 3000 P.S.I. 3. BEDDING, BACKFILL AND COMPACTION SHALL BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR TO BACKFILL, 5. NO ALLOWANCE SHALL BE MADE FOR FRICTION BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE: P.S.1.• SCHEDULE or DIMENSIONS AND MATERIALS * •' •I. 0000 WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD 1999 FIG. 105 GROUND LEVEL MAX. 36" VINYL CONTINUOUS 11 MIN. WARNING TAPE TYPICAL UTILITY PIPE GENERAL NOTES: A. ALL UTILITY PIPES SHALL BE INSTALLED WITH 6 INCH WIDE VINYL CONTINUOUS NON- METALLIC TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH OF 18 INCHES OR AS APPROVED BY THE CITY. IT SHALL BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A. COLOR: GREEN WITH BLACK LETTERING. B. LETTERING: "CAUTION: WATER UNE B. LETTERING: "CAUTION: SEWER UNE BURIED BELOW" OR SIMILAR WORDING. BURIED BELOW' OR SIMILAR WORDING. 2, RECLAIMED WATER 4. SEWER FORCE MAIN A. COLOR:PURPLE WITH BLACK LETTERING. A. COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: "CAUTION: RECLAIMED WATER B. LETTERING: "CAUTION: SEWER FORCE LINE BURIED BELOW" OR SIMILAR MAIN BURIED BELOW" OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GUAGE CONTINOUS INSULATED LOCATING WIRE SHALL BE INSTALLED ALONG ALL PRESSURIZED MAINS. THE WIRES SHALL BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE WARNING TAPE (SEWER. POTABLE WATER, AND RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 111 SETYEP. NOTE 1 SIDES CAN BE FORMED 3000 P.S.I. CONCRETE CONCRETE ARCH ........................ -..... FULL ENCASEMENT SHEETED TRENCH UNSHEETED TRENCH 10" MIN. 'D' 6" $$EEEE OTE 1 • M)N `TYP. SHEETIt SIDES CAN BE FORMED "D'/4. ; • i "D'�2 3000 PSI ::�:'u��� :1': CONCRETE 6' MIN ;'.'i'.-' ;•;,:. UNDISTURBED EARTH CONCRETE CRADLE NOTES: 1. (•1: 15" MAX. FOR PIPE DIAMETER LESS THAN 24-, ANHD 24" MAX. FOR PIPE DIAMETER 24 AND OVER. FOR CONCRETE ARCH, THE MIN. WIDTH SHALL BE EQUAL TO OUTSIDE DIAMETER OF PIPE. 2. 'D' REFERS TO THE DIAMETER OF THE PIPE. 3. 'T' REFERS TO THE THICKNESS OF THE PIPE. 4. THE NEED FOR CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO SECTION 32.5 OF THE UTILITIES MANUAL FOR SHEETING AND BRACING EXCAVATIONS. 6. ENDS OF ENCASEMENT SHALL BE FORMED, AND LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. CONCRETE ARCH AND ENCASEMENT DETAILS CITY OF SANFORD 1999 FIG. 102 MARK WITH WOOD CORPORATION PAINTED IDENTI- CORPORATION STOP (1" MIN.) CAL COLOR & STOP (1" MIN.) Y-BRANCH FITTING WITH LOT NUMBERS (1"x3/4"x3/4") CURB STOP w z CURB STOP 2 EA. a (SEE NOTE 3) z 3 w W a 5' MAX `� a Z 3 PROPERTY LINE ERTY TUBING (1" LINE TUBING (1" MIN.) Cx SINGLE METER BOX AND INDIVIDUAL METER BOXES & WATER METER UP TO 2" WATER METERS UP TO 2" (BY CITY OF SANFORD) (BY CITY OF SANFORD) SINGLE SERVICE DOUBLE SERVICE CORPORATION STOP & FITTING CONTINUOUS COLOR (NORMALLY OPEN) CODED 14 GAUGE DOUBLE CHECK 'INSULATED COPPER - VALVE LOCATING WIRE ALONG LOCATING WIRE MAIN (SPLICE SERVICE WIRE TO MAIN WIRE WITH WATERPROOF CONNECTOR) -� METER YOKE BAR AWWA TYPE CURB STOP CC THREADS WATER MAIN TYPE FLEXIBLE COPPER OR CTS POLYETHYLENE SADDLE TUBING (1" MIN) NOTES: 1. ALL FITTINGS SHALL BE BRASS WITH COMPRESSION/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE UNE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP(S) WHICH SHALL BE BURIED APPROXIMATELY 3" BELOW FINAL GRADE AND SHALL BE CLEARLY MARKED WITH A 2" x 2" x 18" STAKE WITH THE TOP PAINTED BLUE AND MARKED WITH THE NUMBER OF THE LOT(S) TO BE SERVED. 4. RECLAIMED WATER SERVICES SHALL BE PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CTS POLYETHYLENE TUBING. 5. POTABLE WATER SERVICES SHALL BE PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL CITY OF SANFORD 1999 FIG. 405 HOSE NOZZLE- 24" SQUARE AND 6" THICK REIN- FORCED CONCRETE SHEAR PAD. (SEE NOTE 2+) O.C. ALL AAROUND COMPACTED/ BACKFILL SEE NOTE 3-" HYDRANT OPERATING NUT AS REQ'D. PUMPER NOZZLE FACING STREET t t � N .r 6" �I a 12" MIN. VALVE PAD (SEE FIGURE 107) M J HYDRANT ANCHORING TEE 6" BEDDING ROCK--/ 6" PIPE -j MECHANICAL JOINT RESILIENT SEAT GATE WITH RESTRAINERS VALVE AND BOX (TYP.) (SEE FIGURE 400) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 6 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING B-84, KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WITH SECTION 52.7.5 OF THE UTILITIES MANUAL. 6. CONTRACTOR SHALL PROVIDE THE THE CITY WITH HYDRANT WRENCHES AND VALVE KEYS IN ACCORDANCE WITH SECTIONS 52.4 AND 52.7.3 OF THE UTILITIES MANUAL. FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD 1999 FIG. 402 vvvvvvvv uoppppppppaa ❑opppppaaoau p a0000u000Q0 aooapouuopap ❑p00000u000❑ Q a REC MED u u ❑ pa WATER rJuu ❑uu 000Oa0000O00 ❑LIUoo0000000 0000UU0000ou 00000a000000 ❑OOp ❑000QO0U Op❑UUUUU❑❑ UUUUUUUUOUu ❑aa00000Uuou UU11 SEWER 000 aQ0 pp❑ 0Qu ❑0 a 0 a U a U U00❑ \❑0000a000❑ ODUuuuU appupu RECLAIMED WATER SEWER apa❑ ❑UUUU ❑UUU Oo000U❑❑❑ ❑ppppUpaaaa ❑00appu00000 ❑au 1❑uu up❑ WATER IIUL ❑Q❑ crvrr 00U 000 000000oo QQUOQODU ryopaupu POTABLE WATER NOTE: APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY OF SANFORD 1999 FIG. 115 30" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE DISC ANCHORED IN CONC, PAD y4 REBARS STAMP AS REQ'D. ALL ARGUN SIZE OF VALVE a TYPE OF VALVE ry u SERVICE p .A DIRECTION & NO. TURNS TO OPEN a to ° APPLICABLE VALVE ! �' BOX AND COVER (SEE FIG, 115) A °•. 3000 P.S.I. 2" MIN CONC. MIN. VALVES 16 INCHES AND LARGER 3" DIA. BRONZE 2" TK. DISC ANCHORED IN CONC. PAD -STAMP AS REQ'D. -\ ANCHORS (TO BE APPROVED BY CITY) 6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) f4 REBARS "d-`-- s . •: ALL AROUND---,,.,.. a.. APPLICABLE VALVE BOX AND COVER (SEE FIG. 115) "t ' 9 '. .4 VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD .7 1999 FIG. 107 TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18" x 24" MIN.) FINISHED GRADE 4" 2" CAP -�-[- 2" GATE VALVE �• 2" 90" BEND 6" �i RESTRAINED JOINT 2" 90° BEND DUCTILE IRON 6" BEDDING ROCK WATER MAIN TAPPED CAP NOTES; 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NPT) JOINTS. USE TEFLON TAPE ON JOINTS, 2. COLOR SHALL BE APPROPRIATE FOR USE, 3. WATER PLUS CORPORATION MODEL VB 2000 OR EQUAL MAY BE SUBSTITUTED AS APPROVED BY THE UTILITIES DIRECTOR. BLOWOFF VALVE DETAIL CITY OF SANFORD 1999 FIG. 403 PVC PIPE COLORS GRAVITY SEWER: SOLID LIGHT GREEN FORCE MAIN: SOLID LIGHT GREEN 4" TO 8" PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE TYPICAL PIPE soaR rA( n'■Vl U-E 10' TO 18' PIPE - 6"TAPE IS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE n,t luAn !Pn oAn an ryn s[wu lAa xxa uc S[■L1P LK 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. rn ■TAJt TPfI aAa TI■1 ou• :AMC, 11NC nxA u[ nwUt uc nwol uMc tt■a 1A4. xvol la¢ PAPER BACKED ADHESIVE VINYLTAPE(TYPICAL) -� I tj��- �AX. --�wu 1" mu uc �-• 6" FOR SEWER LINES-�TAPE SHALL BE GREEN WITH BLACK LETTERING. FOR SEWER FORCE MAIN - TAPE SHALL BE BROWN WITH BLACK LETTERING. TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. ALL FORCE MAINS AND DUCTILE IRON GRAVITY LINES WITH IDENTIFICATION TAPE HIS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD 1999 FIG. 108 PVC PIPE COLOR PANTONE PURPLE 522C 2" TO 8" PIPE - 6' TAPE IS CENTERED TYPICAL PIPE ALONG TOP HALF OF PIPE �l � RICUlYLO ■AlU AW ACCWACO NAIQ MAW � DES OdTHI ITOP HALFTOFEPIPEPLACED ALONG BOTH Wm ■RYA m nm ,■rn ■WA OiMrol• Trccurrm wAnR M1M R[Gt/.M1m ■ATu MMI / i 20" AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE , ,rrn rA ifts ■ LOAD ■ATu " w M MAN RCtt PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) 2" / 1 1 TTROI,VYFO wATa M,W T1' RtaAa[O ■A 6 INCHES IMPREGNATED LETTERING SHALL BE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE LENGTH OF THE PIPE. RECLAIMED WATER MAINS WITH IDENTIFICATION TAP NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD 1999 FIG. 109 LOT 6ggaEB44RANC LINE 5' MAX. BEND5• SIZEyyE//VAHHIES 6�EBRANCH ERVICE CLEAN -OUT SEE NOTE 2) REMOV{ABL� PERMANENT PLUG (TYP) ERVICE CLEAN -OUT PLUG ((TYP (SEE NOTE 2) ? LOT BENDLINE 3 Z TYPICAL LOCATION OF a S 3- LOCATOR DEVICE SERVICE CLEAN -OUT PLAN (SEE NOTE 2) SLOPE TO FINISHED GRADE TERMINAL DEPTH AT LOX MIN, (TYP)il TERMINAL DEPTH AS REQUIRED FOR -aX 6" PVC SERVICE (3' MIN.) SPRING UNE 6" PVC TERMINAL DEPTH AS REQUIRED FOR SEWER MAIN SERVICE (3' MIN.) (TYP.) SINGLE DOUBLE ROTATE 30' (TYP.) ' SERVICE SERVICE (SEE NOTE 1) -J NOTES: PROFIL 1. INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2. SERVICE CLEAN -OUTS SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRACTOR. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SHALL BE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES & NON-RESIDENTIAL SERVICES SHALL BE 6 INCHES IN DIAMETER AS A MINIMUM. 5. ELECTRONIC LOCATOR DEVICES SHALL BE PLACED ADJACENT TO THE STUBOUT FOR EACH SERVICE. (SEE SECTION 43.4 OF THE UTILITIES MANUAL). SANITARY SEWER LATERAL DETAIL CITY OF SANFORD 1 1999 FIG. 204 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILSLDATE1999 1 APPROVED M. CRUMPTON PE I DET001 No.1 Date I I Revision Approved No.1 Date Revision Approved I Designed by: ---- 6104 Scale: AS NOTED WENOTS AT SEMINOLE TOWNE CENTER sers Sheet Na. ® andscapcArchitects © Drawn by: ---- 6/04 Planners Land ® ® Checked by: ---- 6/04 Date: JUNE, 2004 Surveyors T®MINE CENTER BOULEIIAR® p Construction Management CITY OF SANFORD DETAILS © e Approved by: ---- 6/04 Job No. W2523.2 « iv zv . e h e engin n e e r s. co lit 4 500 Wat Fulton Stred, Sanford, Ft. 32771 P.O. Aux 2806, Sanford, FL J2772-2808 ® Certificate of Authorization No. 3215 File: CITYSANFORDDETAILS-1 c 1 -r Y o f s A N F o F2 G Plu, c 417.322.6841 F-411Z330.063Y ©zou4 LID L SCHEDULE 40 GALVANIZED PRESSURE VACUUM BREAKER OR PIPE AND FITTINGS OR R REDUCED PRESSURE DEVICE NOT REQUIRED WHERE RECLAIMED SCHEDULE 80 PVC PIPE WATER IS UTILIZED) AND FITTINGS METER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE I 12" TO 30" ABOVE B CUR 4" TO 6" GRADE FINISHE GRADE METER CURB STOP SERVICE LINE APPLIES ONLY IF IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES CORP. STOP THE IRRIGATION METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1, A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF PURPLE EXTERIOR ENAMEL, 4. DEVICE SHALL BE 12 INCHES (MINIMUM) ABOVE HIGHEST OUTLET. IRRIGATION METER PRESSURE VACUUM BREAKER OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 502 DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY — TEST COCK (TYP.) FLANGED 90' BEND (2 REQ.) SLOPE I "W/W/w 36" MIN. COVER FROM 12" MIN. 36" MAX. MAiN 90' BEND (2 REQ.) THRUST COLLAR RODDED TO 90' BEND OR RESTRAINED BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABQYE ASSEMBLY DETECTOR METER BALL VALVE (2 REQUIRED) CONCRETE SLAB O.S. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) R SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE 80 PVC PIPE AND FITTINGS UNION METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE CURB r 4" TO 6" ` METER CURB STOP SERVICE LINE CORP. STOP DOUBLE STRAP SADDLE WATER MAIN DOUBLE CHECK OR REDUCED PRESSURE DEVICE r— UNION 12" TO 30" ABOVE GRADE GRADE NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND BRASS COMPONENTS. 2. METER SHALL BE INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICABLE, OR AT PROPERTY LINE AND IN NO CASE SHALL IT BE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTERIOR ENAMEL. DOMESTIC METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE ZONE ASSEMBLY CITY OF SANFORD 1999 FIG. 503 RODS ON D.I.P. RISER (TYP) 4" CONCRETE SLAB WITH NO. 6 x 6 W10 x W10 WIRE MESH SLOPE 1/2" PREFORMED JOINT MMATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP) TO SERVICE THRUST COLLAR RODDED TO 90' BEND OR AS REQUIRED BY THE CITY DOUBLE CHECK VALVE ASSEMBLY (MINIMUM) 1'0" MIN 5'0" MIN ABOVE GROUND DEVICE WITH 1— 210" MIN DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY CITY OF SANFORD 1999 FIG. 5008 DOUBLE CHECK BACKFLOW PREVENTER ASSEMBLY SCH. 40 GALVANIZED 2"METER PIPE AND FITTINGS PROVIDE TEMPORARY SUPPORTS AS REQUIRED. PRESSURE GAUGE-i 12" TO 30" L 3/4" HOSEBIBB ABOVE GRADE W/VACUUM BREAKER 2" SCHD. 80 PYC. 2" SCHD. 80 PVC PRESSURE GAUGE DOUBLE STRAP SADDL 2" COA—\ 2" CORP. STOP EXISTf WATEa NEW WATER LINE FLOW TIE—IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CITY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AND THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504A No.1 Date I I Revision Approved No.1 Date Revision Approved Designed by: ---- 6/04 ® Drawn by: ---- 6104 Scale: AS NOTED © ® Checked by: ---- 6/04 Date: JUNE, 2004 �i Approved by: ---- 6/04 Job No. W2523.2 Q ® Certificate of Authorization No. 3215 File: CITYSANFORDDETS-2 TEMPORARY JUMPER CONNECTION NOTES: 1. A temporary jumper connection Is required at all connections between existing active water main s and now water main Improvements. proposed P 2. The datall above is to be used for filling any new water main of any size from exiating aotive water mains and fo flushing of new mains up to 8 INCHES IN DIAMETER (2.5 FPSminimum velocity and for pulling bacteriological samples from any new water main of any size. The jumper connection shall be maintained until after filling, flushing, testing and disinfection of the new main has been successfully 'or o PPletppd and clearance for use from the Florida Department of Environmental Protection FDEP) and other pertinent agencies have been received. The jumper connection shall also be used to maintain a minimum pressure of 20 psi in the new mains of►er disinfection and until the FDEP clearance letter is obtained adequate. Thrust blockingg and/or restraints shall be provided temporarily. as required. Pipe and fittings used for connecting the now ppipe to the existing Alpo shall be disinfected prior to installation in accordance with AWWA C651, 1992 edition. The tapping sleeve and the extorlor of the main to be tapped shall be disinfected by spraying or swabbing per section 11 of AWWA C651-92. 3. Flushing of 10 inches In diameter and larger water mains may be done through the tie—in valve under very controlled condition*. The following procedures shall be followed: A. The tle—In valves shall be operated and pressure tested In the presence of the utility company and engineer to verlfy water tightness prior to tle—In. Valves whlah are not wafer tight shalt be replaced with a new valve Installed Immediately adjacent to the [..king valve. B. The temporary jumper connection shall be constructed as detailed. The jumper connection shall be used to fill the new water main and for providing water for bac— terlological sampling of the new main as required by the FDEP permit. • Flushing shall not be attempted during peak demand hours of the existing water mains. • All downstream valves In the system must be open prior to opening the tie —In valve. • Provide for and monitor the ppressure In the tie—in point. The pressure in the existing main must not drop below 35 psi. • The tie —In valve shall be opened a few turns only, ensuring a pressure drop across the valve Is greater than 10 psi. C. The tie —In valve shall be locked closed by the utility company until flushing begins. D. The tie—in valve shall be opened only for flushing of the now main. The procedure shall be directed by the utility company and observed by the engineer. E. After flushing, the tie—in valve shall be closed and locked In the closed position by the utility company. 4. The contractor shall provide documentation demonstrating that the double check backflow prevention device has been tested and Is In good working order at the time of Installation. 5. Except as required to flush lines of greater than 8 Inches In diameter, the tie —In valve ahall remain closed and shall be locked In the closed position by the utility corrlpany. The tie —In valve shall remain locked closed until the new system has been cleared for use by FDEP and all other pertinent agencies. 6. Upon receipt of clearance for use from FDEP and all other perflnont agencies, the contractor shall remove the temporary jumper connection. The corporation stops are to be closed and plugged with 2 Inch brass plugs. 7. All installation and maintenance of the temporarryy umper connection and associated backflow prevention device, fittings, valve, etc. sha I be the responsibility of the contractor. TEMPORARY JUMPER CONNECTION CITY OF SANFORD 1999 FIG. 504E WENOTS AT SEMINOLE TOWNS CENTER TOWNS CENTER BOULEVARD C I _1F Y CD P S A N F CID FR C) DISINFECTION Before being placed In service, all new water mains shall be chlorinated In accordance with the specifications below and the procedures outline In AWWA C-651 Standard Procedure for Disinfecting Water Mains". All provisions of the Florida Department of Environmental Protection permit shall be complied with. WATER SYSTEM TESTING: Hydrostatic feeling shall be performed at 150 pounds per square I c�1 pressure, unless otherwise approved by the City, for a�Qperiod 'of not sea thhan two 2 hours. Testing shall be In iccr ddance WIT the �pplWkltapruais'Number MI2�N�orI�VCcttion 1�, AWWA Standard C600 for uc Ile Iron a an A WWAP PC The teafln rooedurs shall nclude the continued a IIcallon of the a settled reaaure to the teal system, (or the �wo hour erfod, b w ypof a p t IIn u I ram a onia nor sultable for me�3'rin� woo r loss. Tie Fmo�l11 og �osjs sF�aY1�4 �slslVmin���y m�a�ur�ng I a vo uma displace rot sale container. ou the as fa 1, necessary repo n she a acc m Ilahe t o tea a ea e the eat bli ed limit.. The dd� he trractor and Ih t r t d until within h hh conaacgtar, ahalI fur Is a a�e�spry labor, wd% purpps, gauges and afl o�her Iems required to con act the require wo ar d�a r u111on aya11am and pe orm necessary repairs. WATER SYSTEM TESTING AND DISINFECTION CITY OF SANFORD 1999 FIG. 507 HORIZONTAL & VERTICAL SEPARATION REQUIREMENTS Q PROPOSED SMITAKI s[w[R UTILITY POTABLE wARR RECWMtO eAmC (p,AI 4 11) Ut SLW`R ACCMAM lxxfa. Y[xT. RaaZ. yum hom VLM. FgI1R. VOa. VANWICES MTABU _ _ S' C C L• 10, te' wA1Q ELCtAMD` 5 C/C 10' - _ 3' C C 16„ _ SEE OEMCML norLs, NO. t wATu p o o SAMAKY SEWER GENERAL NOTES: • 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPARATION REQIREMENTS SHALL APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UTILITY LINES. 2. FOR THE PURPOSE OF THIS TABLE, RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY F.A.C. 17-610. OTHER TYPES OF RECLAIMED WATER ARE CONSIDERED RAW SEWAGE AND SEPARATIONS LISTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PIPE TO OUTSIDE OF PIPE UNLESS OTHERWISE SPECIFIED. CRITERION PRODUCING GREATER CLEARANCE SHALL BE USED. C/C — DENOTES CENTER OF PIPE TO CENTER OF PIPE. 0/0 — DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A. WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN— CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE IS REGAINED. B. WHERE 18 INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSINGS, USE ONE FULL LENGTH OF DUCTILE IRON OR EN— CASED PIPE CENTERED AT THE POINT OF CROSSING. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS THROUGH OR COME IN CONTACT WITH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. UTILITY MAIN SEPARATION REQUIREMENTS CITY OF SANFORD 1999 [F10.508 CAUTION MODIFICATION OF THESE DETAILS BY NON —CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. CITY OF SANFORD UTILITY STANDARD DETAILS I DATE 1999 I APPROVED M. CRUMPTON PE I D ET003 Erig111eerS Planners Landscape ® Landscape Architects Surveyors Construction Management www. cpitengineers. coin 500 Writ Fulton Street, Sanford, FL 32771 P.O. Box 2808, Sanford FL 32772--2808 Phone: 407.3226841 Fax: 407.330.W9 CITY OF SANFORD DETAILS THIS PLAN HASiBEEN PREPARED TO ENSURE COMPLIANCE WITH RULES OF THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, CHAPTER 17-25-FAC AND THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT, CHAPTER 40E-4. SITE DESCRIPTION A. NORTHWEST CORNER OF TOWNE CENTER BOULEVARD AND -THE SOUTH ENTRANCE DRIVE TO SEMINOLE TOWNE CENTER. SECTION 32, TQWNSHIP 19 SOUTH, RANGE 30 EAST. LONGITUDE: 81� 20'93.24" W LATITUDE: 28°47'59.14" N (rO APPROXIMATE CENTER OF PROJECT) B. SITE CONDITIONS & ACTIVITIES NARRATIVE 1. THE EXISTING CONDITION OF THE SITE IS UNDEVELOPED, VACANT PARCEL. DURING CONSTRUCTION THE SITE WILL BE FILLED t1.0'. THIS PROJECT WILL HAVE NO MAJOR EFFECT ON ANY ABUTTING PROPERTIES. 2. N/A 3. SITE OPER.1-TOR (CONTRACTOR) SHALL PREPARE A CONSTRUCTION SCHEDULE THAT INCLUDES "THEiDATE GRADING WILL BEGIN AND THE EXPECTED DATE OF STABILIZATION AND SHALL IN�LUDE THE CONSTRUCTION SCHEDULE AS PART OF -THIS STORM WATER POLLUTION PREVENTION PLAN (SWPPP). C. SEQUENCE OF IMPLEMENTATION OF CONTROLS 1. INSTALLATION OF CONTROL MEASURES. 2. CLEARING, GRUBBING AND EXCAVATION. 3. CONSTRUCTION ACTIVITIES ASSOCIATED WITH THE BUILDING, SITE DEVELOPMENT, AND INFRASTRUCTURE NECESSARY TO SERVE THE PROPOSED WENDY'S. 4. FINAL STABIILIZATION. D. ESTIMATE QF TOTAL PROJECT AREA AND AREA TO BE DISTURBED THE TOTAL PROJECT AREA IS 1.02 ACRES. THE AREA TO IfE DISTURBED IS 1.02 ACRES. E. ESTIMATE QF RUNOFF COEFFICIENTS, EXISTING SOIL DATA THE ESTIMAT41) RUNOFF COEFFICIENT BEFORE CONSTRUCTION: C = 0.20 THE ESTIMATI�D RUNOFF COEFFICIENT AFTER CONSTRUCTION: C = 0.75 THE ESTIMAT D RUNOFF COEFFICIENT DURING CONSTRUCTION: C = 0.20TO 0.75 THE USDA SOI CONSERVATION SERVICE SOIL SURVEY OF SEMINOLE COUNTY LISTS MYAKKA / EAUGALLIE FINE SANDS SOIL SERIES, AS THE PREDOMINANT SOIL TYPES FOR THE PROJECT IIAREA. G. RECEIVING, WATERS/WETLAND AREAS DISCHARGE IS, TO SEMINOLE TOWNE CENTER POND 3A WITH ULTIMATE DISCHARGE TO THE M.M SMITr CANAL. MS4 OPERATOR NAME: SANFORD WENDY'S INTERNATIONAL H. CALCULATIICNS CALCULATIONS FOR STORMWATER WERE INCLUDED IN SJRWMD PERMIT #4-117-22391-1 . 110NTROLS EROSION AND, SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO, OR AS THE FIRST STEP IN CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING 1 ITH ALL EROSION CONTROL MEASURES SHOWN ON THE PLANS. THE EROSION CONTROL SYSTEM DESCRIBED WITHIN -THE CONSTRUCTION DOCUMENTS SHOULD BE CONSIDERED TO REPRESENT THE MINIMUM ACCEPTABLE STANDARDS FOR THIS PROJECT. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDENT YPON THE STAGE OF CONSTRUCTION, THE SEVERITY OF THE RAINFALL EVENT AND/OF AS DEEMED NECESSARY AS A RESULT OF ON -SITE INSPECTIONS BY THE OWNER, THEIR REPRESEN IFATIVES, OR "THE APPLICABLE JURISDICTIONAL AUTHORITIES,[ THESE ADDITIONAL MEASURES (IF NEEDED) SHALL BE INSTALLED AT NO ADDITIONAL COST TO THE OWNER. IT IS NOTED THAT THE MEASURES IDENTIFIED ON THIS PLAN SHOULD ARE THE ONLY SUGGESTED BEST MANAGEMENT PRACTICES (BMPS). THE OONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS SPECIFIED IN FDOT INDEXES #100 THROUGH #102 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO ASSURE THAT -THE STORMWATER DISCHARGE FROM THE SITE DOES NOT E�CEED THE TOLERANCES ESTABLISHED BY ANY TO THE APPLICABLE JURISDICTIONAL AUTHORITIES. A. EROSION AND SEDIMENT CONTROLS GENERAL EROSION CONTROL A. CLEARINC-I AND GRUBBING OPERATIONS SHALL BE CONTROLLED SO AS TO MINIMIZE UNPROTECTED ERODIBLE AREAS EXPOSED TO WEATHER. GENERAL EROSION CONTROL BMrS SHALL BE EMPLOYED TO MINIMIZE SOIL EROSION AND OFF -SITE SEDIMENTATION. WHILE THE VARIOUS TECHNIQUES REQUIRED WILL BE SITE AND PLAN SPECIFIIC, THEY SHOULD BE EMPLOYED PRIOR TO ANY CONSTRUCTION ACTIVITY. B. EXCAVATED MATERIAL WILL NOT BE DEPOSITED IN LOCATIONS WHERE IT COULD BE WASHED AWAY BY HIGH WATER OR STORM WATER RUNOFF, STOCKPILED MATERIAL SHALL BE COVERED OR ENCIRCLED WITH SEDIMENT CONTAINMENT DEVICES. C. STABILIZATION MEASURES SHALL BE INITIATED FOR EROSION AND SEDIMENT CONTROL 01� DISTURBED AREAS AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE COE N TR CTIO U N ACTIVITIES HAVE TEM PORARILY TEMP RILY OR PERM ANENTLY CEASED. NTLY CLEARED SITE DEVELOPMENT AREAS WHICH WILL REMAIN AT ROUGH GRADE FOR 14 DAYS OR MOVE SHOULD BE STABILIZED IMMEDIATELY BY COVERING WITH ADEQUATE AMOUNTS Oq HAY, OVER SEEDED AND PERIODICALLY WATERED SUFFICIENT TO STABILIZE -THE TEMPORARY GROUNDCOVER, OR BY THE USE OF AN APPROPRIATE ALTERNATIVIf BMP. D. ALL GRASS SLOPES CONSTRUCTED STEEPER THAN 4H:1 V SHALL BE SODDED IMMEDIATELY AFTER FINAL GRADE IS ESTABLISHED. E. WHERE REQUIRED TO PREVENT EROSION FROM SHEET FLOW ACROSS BARE GROUND FRAM ENTERING A LAKE OR SWALE, A TEMPORARY SEDIMENT SUMP SHALL BE CONS rRUCTED. THE TEMPORARY SEDIMENT SUMP SHALL REMAIN IN PLACE UNTIL VEGETATION IS ESTABLISHED ON THE GROUND DRAINING TO THE SUMP. F. PERMANENT SOIL EROSION CONTROL MEASURES FOR ALL SLOPES, CHANNELS, DITCHES OR,ANY DISTURBED LAND AREAS SHALL BE COMPLETED IMMEDIATELY AFTER FINAL GRADING. WHEN IT IS NOT POSSIBLE TO PERMANENTLY PROTECT A DISTURBED AREA IMMEDIATELY AFTER GRADING OPERATIONS, TEMPORARY EROSION CONTROL MEASURES HALL BE INSTALLED. ALL TEMPORARY PROTECTION SHALL BE MAINTAINED UNTIL PERMANENT MEASURES ARE IN PLACE AND ESTABLISHED. PROTECTION OF SURFACE WATERS A. WHERE P"C I ICAL, STORMWATER SHALL BE CONVEYED BY SWALES. SWALES SHALL BE CONSTRUCTED AS SHOWN ON PLANS. B. EROSION LONTROL MEASURES SHALL BE EMPLOYED TO MINIMIZE TURBIDITY OF SURFACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCTION ACTIVITY. WHILE THE VARIOUS MEASURES REQUIRED WILL BE SITE SPECIFIC, THEY SHALL BE EMPLOYED AS NEEDED IN ACCORDANCE WITH THE FOLLOWING: I. IN GENERAL, EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACTICAL UPSTREAM 40CATION. II. NEW AND EXISTING STORMWATER INLETS AND OUTFALL STRUCTURES SHALL BE PROTECTED, DURING CONSTRUCTION. PROTECTION MEASURES SHALL BE EMPLOYED IMMEDIATELY AS REQUIRED DURING THE VARIOUS STAGES OF CONSTRUCTION. ill. PERIMETI�R EROSION CONTROL DEVICES SHALL REMAIN IN PLACE UNTIL FINAL SITE STABILIZATION HAS BEEN ESTABLISHED C. HEAVY CONSTRUCTION EQUIPMENT PARKING AND MAINTENANCE AREAS SHALL BE DESIGNED TO PREVENT OIL, GREASE, AND LUBRICANTS FROM ENTERING SITE DRAINAGE FEATURES INCLUDING STORMWATER COLLECTION AND TREATMENT SYSTEMS. CONTRACTORS SHALL PROVIDE BROAD DIKES OR SILT SCREENS AROUND, AND SEDIMENT SUMPS WITHIN, SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL, GREASE, LUBRICANTS, OR OTHER CONTAMINANTS. CONTRACTORS SHALL HAVE! AVAILABLE, AND SHALL USE, ABSORBENT FILTER PADS TO CLEAN UP SPILLS IMMEDIATELY AFTER ANY OCCURRENCE. CONTROL OF WIND EROSION A. BARE EARTH AREAS SHALL BE WATERED DURING CONSTRUCTION AS NECESSARY TO MINIMIZE THE TRANSPORT OF FUGITIVE DUST. IT MAY BE NECESSARY TO LIMIT CONSTRUCTION VEHICLE SPEED IF BARE EARTH HAS NOT BEEN EFFECTIVELY WATERED. IN NO CASE SHALL FUGITIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCTION. B. AS REQUIRED AFTER COMPLETION OF CONSTRUCTION, BARE EARTH AREAS SHALL BE VEGETATED. C. AT ANY TIME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATION ARE NOT EFFECTIVE IN CONTROLLING WIND EROSION AND/OR TRANSPORT OF FUGITIVE DUST, OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED. THESE METHODS MAY INCLUDE ERECTION OF DUST CONTROL FENCES. IF REQUIRED, DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAIL FOR A SILT FENCE EXCEPT THE MINIMUM HEIGHT SHALL BE 4 FEET. IN ADDITION TO THOSE RESPONSIBILITIES OUTLINED WITHIN THE CONSTRUCTION PLANS AND DOCUMENTS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING MEASURES: A. PROJECT SCHEDULE WITH EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE TIED TO SPECIFIC DATES OR CONSTRUCTION ACTIVITIES. B. ALTERATIONS TO THE DESIGN EROSION AND SEDIMENT CONTROLS DUE TO DIFFERENCES BETWEEN THE DESIGN PLANS AND ANTICIPATED CONSTRUCTION PHASING AND THE CONTRACTOR'S CONSTRUCTION METHODS. C. NAME AND PHONE NUMBER OF CONTRACTOR'S REPRESENTATIVE RESPONSIBLE FOR EROSION AND SEDIMENT CONTROL INSTALLATION AND MAINTENANCE ON A 24 HOUR BASIS. D. 'THE CONTRACTOR WILL FURNISH, INSTALL, MAINTAIN AND SUBSEQUENTLY REMOVE, ALL NECESSARY EROSION CONTROL. THE CONTRACTOR WILL FURNISH AND INSTALL ALL NECESSARY PERMANENT EROSION CONTROLS. E. THE DEVELOPMENT OF THE APPLICABLE BMP'S TO ENSURE THE CONTROL OF OFF -SITE TRACKING /SPILLAGE, SANITARY WASTE, FERTILIZERS & PESTICIDES, SOLID WASTE DISPOSAL, AND NON-STORMWATER DISCHARGES & HAZARDOUS WASTE. WHEN THE CONTRACTOR ENCOUNTERS A SPILL, CONSTRUCTION WILL STOP AND WORK WILL NOT RESUME UNTIL DIRECTED BY THE PROJECT ENGINEER. DISPOSITION OF HAZARDOUS WASTE WILL BE MADE IN ACCORDANCE WITH ANY REQUIREMENTS AND REGULATIONS OF ANY LOCAL, STATE, OR FEDERAL AGENCY HAVING JURISDICTION. THE CONTRACTOR IS ADVISED THAT THE CONTRACT DRAWINGS ONLY INDICATE EROSION, SEDIMENT, AND TURBIDITY CONTROLS AT LOCATIONS DETERMINED IN THE DESIGN PROCESS. HOWEVER, THE CONTRACTOR IS REQUIRED TO PROVIDE ANY ADDITIONAL CONTROLS NECESSARY TO PREVENT THE POSSIBILITY OF SILTING ANY ADJACENT LOWLAND PARCEL OR RECEIVING WATER. B. STORM WATER MANAGEMENT THE STORM WATER RUNOFF FROM THE PROJECT AREA WILL BE COLLECTED IN A QSYSTEM OF INLETS AND CONVEYED TO THE TOWNE CENTER'S POND 3A FOR TREATMENT AFTER DISCHARGING OFF -SITE. C. APPROVED STATE AND LOCAL PLANS OR PERMITS THE FOLLOWING PERMITS HAVE BEEN ISSUED FOR THE CONSTRUCTION OF THE STORM WATER FACILITIES FOR THIS PROJECT. SJRWMD PERMIT # 4-117-22391-1 # 4-117-22391-2 MAINTENANCE MAINTENANCE OF EROSION CONTROL DEVICES IS OF PARAMOUNT IMPORTANCE TO WENDY'S INTERNATIONAL, INC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL POLLUTION PREVENTION CONTROLS. DAILY REVIEW SHALL BE MADE BY THE CONTRACTOR TO DETERMINE IF CONSTRUCTION ACTIVITIES HAVE ALTERED THE EFFECTIVENESS OF EROSION, SEDIMENTATION, TURBIDITY, AND POLLUTION CONTROL MEASURES. CORRECTIVE ACTION SHALL BE PERFORMED IMMEDIATELY. THE CONTRACTOR WILL COMPLETE A REPORT DETAILING MEASURES THAT ARE NOT ACHIEVING PERMIT COMPLIANCE AND THE CORRECTIVE ACTION THAT IS TAKEN. UNLESS OTHERWISE SPECIFIED, ACCUMULATED SEDIMENTS SHOULD BE REMOVED BEFORE THEY REACH ONE-HALF OF THE CAPACITY OF THE CONTROL DEVICE. INSPECTION THE CON rRACTOR IS REQUIRED TO INSPECT AND MAINTAIN CONTROLS WEEKLY AND WITHIN 24 HOURS AFTER A RAINSTORM IN EXCESS OF 0.25 INCHES. THE CONTRACTOR SHALL REPORT ALL INSPECTION FINDINGS AND CORRECTIVE ACTIONS TAKEN AS A RESULT OF THE INSPECTION. INSPECTION REPORTS SHALL BE SIGNED BY THE INSPECTOR AND CONTRACTOR AND MAINTAINED FOR FUTURE REFERENCE AS NEEDED. THE INSPECTOR MUST BE A QUALIFIED EROSION AND SEDIMENT CONTROL INSPECTOR AS DEFINED BY THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION. REFERENCES THE CONSTRUCTION PLANS AND SPECIFICATIONS FOR THE WENDY'S AT SEMINOLE TOWNE CEN (JOB #W2523.2) AS PREPARED BY CPH ENGINEERS, INC. ON JUNE, 2004 ARE HEREBY REFERENCED AND MADE A PART OF THIS PLAN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FILE "NOTICE OF INTENT (NOI) FOR STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY UNDER A NPDES GENERAL PERMIT' (EPA FORM 4510-9 OR LATEST VERSION) TO EPA AND "NOTICE OF INTENT'r0 USE GENERIC PERMIT FOR STORMWATER DISCHARGE FROM CONSTRUCTION ACTIVITIES" (DEP FORM 62-621.300(4)(B) OR LATEST VERSION) TO FDEP TO THE FOLLOWING ADDRESSES: A. STORM WATER NOTICE OF INTENT (4203M) USEPA 1200 PENNSYLVANIA AVENUE NW WASHINGTON, D.C. 20460 B. NPDES STORMWATER NOTICES CENTER, MS #2510 FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION 2600 BLAIR STONE ROAD TALLAHASSEE, FLORIDA 32399-2400 LEGEND: PROPOSED SILT FENCE ^ ^ u C�€ 52' NORTf• ER'LY LINE OF 'I'RAC' r 9 P.B. 47, f7ir>, Lr1 ....... m 206" 98' ir'1 ... ................. .....i:•;ii";x.xFi x bu d e1.2: k its rs� 1� I i?1,7x n if; ci.IY.=E3Ci,3F3 ;b t , FF€ OWLINE EL �it3.i td ItiY. Iwt.EY.=5:3,533 � '` i?4 S NNV, ELEV-33.70 ice:' •••• tso.- 51.37 N � 3, I tiO.Sii �t.sf, •�t'1.f1 $< X i?1. 1:1 3j. CMIA1 j/X " Et.7f y , N189 FI7' ;5° 29 yam' (I m„.................... f:tS. f? 21 Lt/pa SOUTHERLY LINE `1%F I'RACT ) P.B. '# /. PG13, 8_ 10 No, © Date 9/15/04 Revision PER CITY COMMENTS Approved JMM No. Q Date Revision Approved 11 Designed by: JMM 6/04 Scale: 1" = 20' Drawn by: CET 6/04 Checked by: CDP 6/04 Date: JUNE, 2004 © Approved by: HLW 6/04 Job No. W2523.2 Certificate of Authorization No. 3215 File: ECP-1 E*1KIE PROP. SILT BARRIER, SEE DETAIL SHEET C-11 59 05 F=s.sa 5`i -4,1 59.01 , 59,43 4 ��x ,x /5.0.57 j X�S).9S TOP CRATE ' N`;4' INN. EU X ;10 45 x 113.s 3 V P v , • P • v >°:)I).:,° PROP. SILT a P• o Q d • BARRIER, SEE ' v a DETAIL SHEET C-11 0. FREEZER 261 S.F.i ov r` PROPOSED '+ x W.06 , q MOP; r .7 3,026 S.F.± (BLDG) �ti (E-2000) --= PROP. SILT • ` 'L F. F = 62.0psa,70 _ BARRIER, SEE a ,. DETAIL SHEET , C-11 0 °. ~s :. •< 0 \Q i , x '13'•34 12' PROP. CONSTRUCTIOkl,,,,, ENTRANCE PROP. SILT BARRIER, SEE DETAIL SHEET C-11 Csi6•. f?iU.f(J f1 fi0:f3 1 f 5 S.<3( j x 7. jrJJJfi ff � ' e7 f 0• I j 4z .C. pox x fi't.17 X.7-) J .. 405C I , !! 6504u f r �r w S �t f s*3 FCP ;,'3i jEt �"Y.�sE,t3.i1s,3 r';r r i 0(yff)iw EI v.<-4E.i39 N INV. S INN. ELEV. W,0 a"y! INY. U..r x! . �4v`J9 , A x x % !: / / 962 II,, x 30. I LCi.4�d l� SS.f3Y I , ELEC. 4UNUTION BOX 1RAFFiC 00?w W/ELEC, 9REAKERR M,'PALM -TREE'. b LANDSCAPED AREA A. s;ti.M rRE 69.f}? 15' PA.M TREE _ 'uPE0 o,3l:Iii n tiWH wN 'c JJ x c0.ta 0r:.23' 0.7, j: r•- :r, ,' % f f I FW J: :t) ?y� J x 59.;12 VALYE---, ff REL'[MIEt WATER 4, F'VC €JNKNOV EJ.i ELEC. I30X I .) x :....:(� 59.rao 51i iM j x:l:f',:rGI Xfi!?.i}1 iiSil'•It�. (ai. SSfr°i• CI :3 rtx I60,(I d f St3 i:o 6s' > A-0 8 F. i ;;t3 si3� v3 5R GX1. X 59.57 ® e .. ... s ca C P Q PROP. SILT BARRIER SEE DETAIL SHEET C-11' „3 c jr f^x�,, f .:s �)I ass : A H A U P.�1°sN,:;'�: IT €� p INLET �. a�zy:''1�{>.�zwyf' a£3`3.i ssa ry AIIR .�. F .]'RA( �" 1 'TOP o�ri.INE'ELEVY553 7 t34 Yt INV. ELEV.-52.04 PER .>E). 47, PGS., 8.,,,.10 5 INV. EIEV.-52.14 ... .......... ..._........ ,.. ;.iI.1 i"I•t LIA<;: CaF 'fr�>^.(;'r' 1 - ,,., WENOTS AT SEMINOLE TOWNE CENTER TOWNE CEXiFP BOULEVARD Engineers Planners O Landscape Architects Surveyors Construction Management Tvw1v. cpheugineers. c o m 500 Wcst Fulton Strcc , Sanford, FL 32TA P.O. Lan 2808, Sanford, FL 32772-ZM Phoncc 407,322.6841 Far. 40Z330.0639 , f t?a - HA DIC eRP RAhiP 4n t 55-31 y� H. LARRY WR.AY, P.E. 55557 OCT 2 8 2004 1 ROX I lT"ra'T VA�L POLE i FOJ. EROSION CONTROL PLAN Sheet No. emw 110 © 2004 L U C O O N X 0 0 ED 0 v C l° CL z V lY Q 0 rn C U ,It N LO u> ai N in N O 07 3 N a. V W N' V) N to c o, N -9 ri N tt1 N COMPACTED] BACKFIL4 EXTEND WIRE FENCE A MIN. OF 2" INTO TRENCI EMBEDDED FILTER FAE MIN. 8" INTO GROUND 2. EXCAVATE A 4"X4" TRENCH 1. SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE. 1 ELEVATION ICE POSTS, 3. STAPLE FILTER MATERIAL 4. BACKFILL AND COMPACT .12" INTO TO STAKES AND EXTEND THE EXCAVATED SOIL. IT INTO THE TRENCH. to P37v-f br,.._m WOVEN WIRE FENCE (MIN. 14 1/2 GAUGE, MAX. 6" MESH SPACING) WITH FILTER CLOTH COVER POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1/2 GA. 6" MAX. MESH OPENING FILTER FABRIC: 1. FILTER FABRIC PER SECTION 985 FDOT SPECS COMPACTED PACTED FINISH U GRADE BACKFILL FLOW LWUNDISTURBED GROUND 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 MATERIAL SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTATION/SILT FENCE W/ WIRE SUPPORT N.T.S. "TOP OF BANK Y Z a I 01 u. PROPOSED SWALE U O � - O SILT BARRIER INSTALLED DOWNSTREAM OF PROP. SWALE CONNECTION EXIST. SWALE SIFT BARRIER AT CONNECTION OF SWALE TO EXISTING SWALE 0- PROPOSED STORM PIPE N.T.S. 1 z Z Q 0 IU-I LL O LL a. a. O EXISTING SWALE EXISTING SWALE INSTALLED DOWNSTREAM OF PROP. STORM PIPE Revision SILT BARRIER AT CONNECTION OF STORM PIPE TO EXISTING SWALE N.T.S. n_ 4 SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) 3' MAX FLOW B A / POINT 'A' SHALL BE HIGHER THAN POINT'B' DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NOTE: INSTALL IN ACCORDANCE WITH SILT FENCE DETAIL, EXCEPT AS NOTED ABOVE. POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD SEDIMENTATION/SILT FENCE WITHOUT WIRE SUPPORT FILTER FABRIC GRATED INLET 5\C SEDIMENT -LADEN FLOW RUNOFF DEPTH BELOW TOP OF INLET: AS REQ'D. MIN. V-MAX. 2' MAX. SLOPE 2:1 WEEP HOLES LARGER PARTICLES STORM WATER WITH FOR DEWATERING SETTLE OUT LARGE PARTICLES q' REMOVED E; DRAIN INLET SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED INLET SEDIMENT TRAP N.T.S. N.T.S. I FILTER FABRIC ono oQo 0 0 0 0 0 0 o N CONCRETE BLOCKS i000010000000000000000000 �- CONCRETE BLOCKS o°o°o°o°0°0°00000000000° 0 ru' FILTERED T¢.a.a.P-s.9.9 s.P o0 o RUNOFF ♦ 00°00 ♦ WAT R 77777=7777'. 0000 w 0 0 0000 .` 0°000° - - 000°0 INLET o°o° SEDIMENT FILTER 0000 I0000 SECTION -� °O°00 t ° o 10000 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF > ..�..°00°00 INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. o°0 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH, 8-INCH, OR 12" BLOCKS. i 000 o�`orao roSod'oa`0600 0° MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24" >00°0°0 0°0°0°9.00°0°0°0000 roan 0 000 0000 0 0 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 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. TEMPORARY DIKE IF NEEDED �A PLAN VIEW FABRIC EXTENDS 1' MIN. °.. • . SILT FENCE INLET PROTECTION N.T.S. Revision Approved Designed by: JMM 6/04 1 Scale: 1" = 20' Drawn by: CET 6/04 Checked by: CDP 6/04 Date: JUNE, 2004 Approved by: HLW 6/04 Job No. W2523.2 Certificate of Authorization No.3215 File: ECP-1 H W 1T5 2.0 ORIGINAL 2.0 2.0 GROUND 1.0' 2.5 2.5 3.0 2.5 ELEVATION _ 1.01 3.5 3.0 4.0 3.0 H 4.5 4.0 67 CU. YD./ACRE 2:1 2:1 5.0 4.5 67 CU. YD./ACRE 4' RIPRAP (EXCAVATED) MAX. FILTER FABRIC GRAVEL* ORIGINAL GROUND ELEVATION SECTION A -A ** GRAVEL SHALL BE 2"-3" CLEAN STONE RIPRAP LENGTH (IN FEET) EQUAL 6 X DRAINAGE AREA IN AC.) DIVERSION DIKE ALTER FABF EXCAVATED AREA OUTLET (PERSPECTIVE) TEMPORARY SEDIMENT TRAP BARE GROUND SHEET 6" N.T.S. TEMPORARY SEDIMENT SUMP SOD LIMITS LAKE OR SWALE TEMPORARY SEDIMENT SUMP N.T.S. DEWATERING PUMP Q �� E!!ll„�tl!!(lQ'�3€€€f"��i:li�iItuY.:.��ut:;�ili;i.•'�"' ' APPLICABLE IF NO ACCEPTABLE LAKE OR SUMP AREA IS AVAILABLE DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% EXISTING PAVED ROADWAY SUPPLY V1 WHEELS II TEMPORARY EARTH BERMS RIP RAP * TEMPORARY EARTH IF DIRECTED BERMS BY ENGINEER SILT FENCE }z.,. ...... 20'-30' 300'(MIN.) VEGETATED AREA 300' (TYP) TF�MPORARY RECHARGE RETENTION AREA TYPICAL DEWATERING DISCHARGE PLAN N.T.S. ® / j j 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 iDRIVE BOTH POST ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES 1=.11.OUN = 1 SPILLWAY /Z0/ OR GREPIER _ FILTER FABRIC 3, SILT FENCE, 'ROVED METHODS E RUNOFF TO BASIN 12' MIN 1 NOTE: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS -OF -WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEANOIIT 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 INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN. TEMPORARY CONSTRUCTION ACCESS DETAIL N.T.S Engineers PI WENOTS AT SEMINOLE TOWNE CENTER�---- Planners Landscape Architects Surveyors Construction Management H. LARRY Vi'RAY, P.E. TOWNE CENTER BOULEVARD zvww.cphengineers.cum 55551 500 West Fulton Street, Sanford, FL 32771 P.O. Boz2808, Sanford, FL J27P--280.4 OCT C T 2 g 2004 C T C.)_'F;N O Ft I Y F A F Phone: 407.322.684t Fax 407.3,30,0639 -4 l J I EROSION CONTROL DETAILS 7_ DRIVE ON CAPS " SEE PHOTOMETRIC PLAN FOR QUANTITY AND LOCATIOt OF FLOODS II--,- _ * IMPORTANT NOTE TO G.C. IF SUPER LIGHTING IS NOT USEq, SERIES II FASCIA LIGHTING IS REQUIRED. IIICONTACT OWNER FOR ADDITIONAL INFORMATION. FOR PROPER INSTALLATION OF SITE LIGHTING ALWAYS U4E DOUBLE NUTS AND WASHERS. THI� ASSEMBLY WILL PREVENT MOISTURE PUILD-UP IN THE POLE BY ALLOWING AIR TO CIRCULATE THROUGH THE INSIDF OF POLE. BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUISE A MOISTURE BUILD-UP AND DETEF IORATION OF THE POLE'S STABILITY (DO NOT GROUT ASSEMBLY) REFER TO STRUCTURAL DRAWINGS P v P LIGHTING NOTES 1. SITE LIGHTING TO BE A 1000 WATT METAL HALIDE VERTICAL BURN FIXTURE MULTIPLE DISTRIBUTION SHAPES (TYPES 1, 2, 3, 4) WILL BE ALLOWED TO MEET FOOTCANDLE REQUIREMENTS USING SEGMENTED OPTICS. * MOUNTED ATOP DESIGNATED POLES WILL BE TWO (2) 400 WATT METAL HALIDE FLOODS DIRECTED TOWARD THE BUILDING (SUPER LIGHTING). 2. LOT IS REQUIRED TO HAVE AN INITIAL AVERAGE OF 10 FOOTCANDLES AND THEN BE REQUIRED TO MAINTAIN A MINIMUM OF 2 FOOTCANDLES 3. LUMINAIRE FINISH TO BE BRONZE FW- 4. BALLAST SHALL BE MULTITAP 120, 208, 240, OR 277 VOLT 480 VOLT AVAILABLE UPON REQUEST WITH A TWO (2) YEAR WARRANTY } 5. APPROVED DISTRIBUTORS: � p w RUEFF LIGHTING 1-800-678-1532 z J. E. MARTIN ASSOC. 1-800-462-8235 a DESIGNED LIGHTING CONCEPTS 1-800-248-5483 W W o p r, z (9 w LIGHT POLE TO BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. LIGHTING SUPPLIER FINISH RESPONSIBLE FOR STRUCTURAL DESIGN. POLE AND SLAB LUMINAIRE TO BE FURNISHED BY THE SAME MANUFACTURER GRADE POLE HEIGHT - 26'-0" POLE TYPE - STEEL SQUARE POLE FINISH - BRONZE BOLT SIZE - 11" (INCHES) BOLT CIRCLE ANCHOR BOLTS - 1 "x36" WDOUBLE NUT & WASHERS ANCHOR BOLT COVER BY LIGHTING SUPPLIER EXTERIOR POLE LIGHTS SCALE: 112 "= 1"-0" GENERAL NOTES 1. ALL SIGNS SHALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2. DESIGNS ARE TO BE DETERMINED BY SIGN SUPPLIER (VERIFY LOCAL WIND AND SOIL CONDITIONS). 3. ALL PAINTED PAVEMENT MARKERS ARE TO BE SOLID YELLOW AND FURNISHED BY GENERAL CONTRACTOR. 4. WHEN UNABLE TO VIEW CARS PLACING ORDERS DIRECTLY FROM PICK-UP WINDOW A 24" CONVEX MIRROR SHALL BE PLACED IN AN APPROPRIATE LOCATION TO VIEW CUSTOMERS AT ORDER STATION. 5/8 " ADJUSTABLE HINGE (TYPICAL AT TOP HINGE) SEE DETAIL BELOW iD u Lo B SCALE:x3/4 " = I'4' cri 2" SQUARE STEEL TUBING. SHOP WELD ALL JOINTS 1x8 ROUGH SAWN CEDAR 6'-10" LONG w/ 3/8 " SPACE BETWEEN BOARDS (STAINED SEE SPECS.) 0 ip 15" POURED CONCRETE FOOTING 3/16"x2"x6" STONE CAP HORIZ. WALL REINFORCING @ 16" O.C. VERT. STUCCO BRICK VENEER OVER 8" CONC. BLOCK o Xj A SCALE: x3/4 " = V-0" 2"x5" 10'-0" LONG STEEL POST HINGE DETAIL HOUSING OVER SLIDING HINGE SCALE: 3" = V-0" (2 REQUIRED) 9" cc WELD ALL AROUND TO 2" STEEL TUBING 16" 0 STAINLESS -EEL ROD GATE HANDLE DETAIL SCALE: 3" = V-0" (2 REQUIRED) HOUSING FOR SLIDING HINGE (SEE "F" BELOW) 2 " SQUARE STEEL TUBING. SHOP WELD ALL JOINTS GRADE WELD TYPICAL 3/16"x2"x6" CTFFI PI ATP GATE LATCH DETAIL SCALE: 3" = 1'-0" (1 REQUIRED) EQUAL f1-r A A If1 Af"1fl T1"'1 A I rk 1/ l nr.Iflr f l A k 1 ,... _,HUGE STEEL TUBING TYPICAL FRONT ELEVATION SCALE: 3/8 " = V-0" USE TREATED 2x BLOCKING AT ALL HARDWARE MOUNTING 3/16"x6"x8" STEEL PLAT 10" LONG 1/2"0 ROD W/ 2" HOOK HANDLE (SEE DETAIL "E" THIS SHEET) HAI F-RI r)(.K fin GATE LATCH DETAIL SCALE: 3" = V-0" (2 REQUIRED) I� L� mom 1/2" I.Q. PIPE Z W Z O U wZw (l) I— U FW— Z U Q W I— O w� F— m O tY cl- V) I--- U Ld O CL_ IY W Z O z Q O (n Z aC J W W I— LL. O W () W O W V) W I— C� Z O O t W _ I— F— Q W 07 W O II 0 W Z Z W Q C/) Z Q W W G • i;2 li.7 0 10 20 40 SCALE: I II a 20' No.1 Date I I Revision Approved No. Date Revision Approved Designed by: CNW 6/04 9/15/04 CITY COMMENTS JMM © Drawn by: CNW 6/04 ® Checked by: MJU 6/04 Approved by: MJU 6/04 Q I ® Certificate of Authorization No. 3215 Scale: 1" = 20' Date: JUNE, 2004 Job No. W2523.2 File: LSP N INV. E€ LV.-• 5 INV. HA.EV,-- SW INV. ELEV.2 1 FDOT LANDSCAPING NOTES NO TREES WITH A TRUNK DIAMETER GREATER THAN 4" AT MATURITY OR SHRUBS HIGHER THAN 2.5' SHALL BE PERMITTED WITHIN THE IDENTIFIED CLEAR SIGHT TRIANGLE. ANY TREES PERMITTED TO REMAIN WITHIN THE IDENTIFIED CLEAR SIGHT TRIANGLE MUST BE TRIMMED UP TO HEIGHT OF 8' IN ACCORDANCE WITH FDOT REGULATIONS. PLANT LIST SYM. QTY. BOTANICAL NAME COMMON NAME DESCRIPTION TREES NQV 7 QUERCUS VIRGINIANA LIVE OAK 4" DBH, 12' MIN HT., 6-6' SPIRE). QL 11 QUERCUS LAURIFOLIA LAUREL OAK 4" DBH, 12' MIN HT., 6—B' SPRD. ' LI 3 LAGERSTROEMIA INDICA CRAPE MYRTLE 1" AVE CAL DBH., 8' MIN HT., 3-5 STEMS MG (o MAGNOLIA GRANDIFLORA SOUTHERN MAGNOLIA 4" DBH, 12' MIN HT., 6-8' SPRD. IO 4 ILEX x ATTENUATA 'EAST PALATKA' EAST PALATKA HOLLY 2" CAL DBH, 8' MIN HT., 3-5' SPRD. SHRUBS AND GROUNDCOVER VO 280 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 3 GAL., 24" HT MIN., 30" O.C. IG 45 ILEX GLABRA INKBERRY 3 GAL., 24" HT MIN., 30" O.C. RI 291 RHAPHIOLEPIS INDICA INDIAN HAWTHORN 3 GAL., 12"-15" HT MIN., 2411 O.C. ® LEG 85 LIRIOPE EVERGREEN GIANT LIRIOPE 1 GAL., 12"-15" HT MIN., 24" O.C. SOD/SS BY STENOTAPHRUM SECUNDATUM ST. AUGUSTINE GRASS SOLID SOD, CONTRACTOR TO VERIFY QTY. CONTR. NOTE: IF SPECIFIED PLANTS ARE UNAVAILABLE AT TIME OF CONSTRUCTION, CONTRACTOR MAY REPLACE SPECIFIED PLANTS WITH PLANTS APPROVED BY LANDSCAPE ARCHITECT AND CITY STAFF. ALL OPEN SPACE AREAS WITHIN THE PROPERTY SHALL BE SODDED UNLESS PAVED, SEEDED AND MULCHED OR PLANTED WITH SHRUBS AND GROUND COVER. WENOTS AT SEMINKE TOWNE CENTER iOWXF CfXiEP B00lFVCXO C I T Y p F S A N F (D R C) Etigitteers Planners and,5 LmtrlscapeArcltitrcts Surveyors Construction Management w ww, ephengineerS. corn 500 West Fulton Street, Sanford, FL 32771 P.O. Box2808, Sanford, FL 32, Phone: 407.322.6841 Fax: 407.3J0.0639 EL J. URCHUK 666W57 LANDSCAPE PLAN Sheet No. ©2mI LANDSCAPE NOTES: I. The landscape Contractor shall be responsible for all materials and all work as called for on the Landscape Plans and in the Landscape Specifications. In the event of variation between gpantities (shown on plant list and the plans, the plans shall control. The Landscape Contractor shall verify all gpontities and report any discrepancies at the time of bidding. 2. The Landscape Contractor shall review architectural/engineering plans and become thoroughly familiar ith surface and subsurface utilities. 3. Every po8 ible safeguard shall be taken to protect building surfaces, ewipment and furnishing . The Landscape Contractor shall be responsible for any damage or injury to person or property which may occur as a result of negligence in the execution of the work. 4. The work shall be coordinated with other trades to prevent conflicts. Coordinate the planting with the jrrigatlon work to assure availability and proper location of irrigation items and plants. 5. All planting shall be performed by personnel familiar with planting procedure and under the supervision of a qualified planting foreman. 6. All plant I aterlal shall be graded Florida No. 1 or better as outlined under Grades and Standards for Nursery Plants, Part I and 11, published by the Florida Department of Agricultur¢ and Consumer Services. 7. The Land cape Architect or Owner shall have the right, at any stage of the operations, to reject any and all work and materials which, in his opinion, do not meet with the regpirem is of these specifications. B. Except asotherwise specified f the Landscape Contractor's work shall conform to accepted horticulturIa] practices as used in the trade. q. The mini um acceptable size of all plants, measured after pruning, with branches in normal positions, shall conform to the measurements specified on the plant list or as indicated on the landsclape drawing. Height and spread dimensions refer to main body of the plant and not extreme branch tip to tip. The caliper of tree trunks is to be taken one foot above the grounT level. 10. Plants shall be protected upon arrival at the site, by being thoroughly watered and properly maintained until planted. 11. All tree pits shall be excavated to size and depth in accordance with the U5DA Standard for Nursery Sitock 260.1, unless shown otherwise on the drawings, and backfilled with the specified planting soil. The Landscape Contractor shall test fill all tree pits with water before pignting to assure proper dralnage percolation Is available. 12. The Landscape Contractor shall be responsible for proper watering of all plants. All plants shall be thoroughly watered at time of planting and kept adegpately watered until time of acceptancl. It shall be the Landscape Contractor's responsibility to assure that plants arc not over 'fuatered. 13. It shall " the Landscape Contractor's responsibility to prevent plants from falling or being blown over, to restraighten and replant all plants which lean or fall and to replace all plants which are damaged due to lack of proper guying or staking. The Landscape Contractor shall be legally liable for any damage caused by instability of any plant material. 14. All trees and all palms shall be guyed or staked or braced. The Landscape Contractor shall determine; which small or multi -trunk trees need to be guyed and staked to maintain plumb. Staking of trees and shrubs, if rewired, shall be done as per staking acid guying detail prepared y the Landscape Architect. It shall be the responsibility of the Landscape Contractor to remove guys and stakes from the trees and job alto after a period of 90 days. 15. Plants blown over by high winds, within the guaranteed period, shall not be cause for additional expense to the Owner, but shall be the responsibility of the Landscape Contractor. Damaged lants shall be replaced by the Landscape Contractor at no aadditional cost to the Owner. 16. Sod shall be certified to be free of the imported fire ant. Sod shall have a clean growth of acceptable grass, reasonably free of weeds with not less than 1 1/2" of soil firmly adhering to roots. It shall be the responsibility of the Landscape Contractor to measure and determine) the exact amount regpired. This amount shall be. verified with the Owner or Landscape Architect before installation. 11. The Landscape Contractor shall insure odegpate vertical drainage in all plant beds, planters, and sod areas. Vertical drilling through any compacted fill to native soil shall be accomplished to insure drainage. If well drained fill Is necessary to assure positive drainage, this issue shall be brought up by the Landscape Contractor at time of bidding. 18, The Landscape Contractor shall insure that his work does not interrupt established or projected drainage patterns. lq. The I-andcope Contractor shall prune, shape and remove dead follage/limbs from existing plant matQrlal to remain. Confirm with the Landscape Architect or Owner the extent of work raw red at time of bidding. 20. Mulch - I All plait beds shall be top dressed with 3" shredded hardwood mulch (or approved �gpal). 21. Tronsplai arial - The Landscape Contractor shall be responsible for determining and evaluatingIT�i hich plant materials are suitable for transplanting and shall verify this with the Landscapechitect or Owner. The Landscape Contractor shall take all reasonable, horticultur lly acceptable measures to assure the successful transplanting of determined plait materials. The Landscape Contractor shall be responsible for replacing any relocated plant materials which die if such measures are not taken, as determined by the Landscape Architect or Owner. Replacement plants shall be of identical species and size if rewired. 22. MAINTENANCE PRIOR TO FINAL INSPECTION AND ACCEPTANCE: Maintenance shall commence after each plant is planted and the maintenance period shall continu7 until the job or specific phase of the job is accepted by the Landscape Architect or Owner. Extreme care shall be taken to instruct the Owner or his representatives in general maintenance procedures. Plant maintenance shall include watering, pruning, weeding, cultivating, mulching, tightening, and repairing of guys, replacement of sick or dead plants, resetting plants to proper Igrades or upright positions and restoration of the planting saucer and all other care neIeded for proper growth of the plants. During the maintenance period and up to the data of final acceptance, the Landscape Contractor shall do all seasonal spraying and/or dusting of trees and shrubs. Upon complctian of all planting, an inspection for acceptance of work will be held. The Landscape Contractor shall notify the Landscape Architect or Owner for scheduling of the inspection 10 days prior to the anticipated date. At the time of the inspection, if all of the materials are acceptable, a written notice will be given by the Landscape Architect or Owner to the Landscape Contractor Stating the data when the Maintenance Period ends. GUARANTEE AND REPLACEMENT: All plant materials shall be guaranteed for one (1) year from the time of final inspection and interim acceptance shall be alive and in satisfactory growth for each specific kind of plant at the end of the guaranteed period. At the end of the guarantee period, any plant rewired under this contract that is dead or not in satisfactory growth, as determined by the Owner or the Landscape Architect, shall b' removed and replaced. Replacement plants shall have an extended guarantee, as noted )above, from time of replacement. All replacements shall be planted of the some kind and size as specified on the plant list. They shall be the responsibility of the Landscape Contractor. No.1 Date Revision jApprovediNo.1 Date U PLAN 1/2" NYLON STRAP 8' LODGE POLE 3 INCHES MULCH 4 INCH DEEP SAUCER BACKFILL MIX UNDISTURBED SUBSOIL REMOVE BURLAP 4 ROPE FROM TOP 1/3 OF THE BALL NOTE: SEE LANDSCAPE NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. TREE PLANTING N.T.S. Revision Approved I Designed by: CNW 6/04 Drawn by: CNW 6/04 Checked by: MJU 6/04 Approved by: MJU 6/04 Certificate of Authorization No. 3215 Scale: V = 20' Date: JUNE, 2004 Job No. W2523.2 File: LSP OF TREE SHALL BE TED 4" ABOVE CENT FINISH GRADE. !VE ALL TWINE BPS * CUT BURLAP I TOP ONE-THIRD OF 'BALL. NO 'HETIC 13URLAP WILL CCEPTED JLCH COVER (TYP) )IL SAUCER ET'ER OF TREE PIT TO NICE THE DIAMETER OOT BALL -ROUGHEN 3 OF TREE PIT ERIZED SOIL BACKFILL 3TURBED SUBGRADE i„iULTI TRUNK TREE PLANTING DETAIL NTS WENOTS AT SEMINOLE TOWNS CENTER TOWNE CENTER BOULEVARD C 1 T Y O F S A N F O R 1:3 Engineers WhLPlanners I.andscaye Arcot i teats Surveyors Construction Management www. cpitengineers. c o m 500 We tFulton Street, Sanford, FL 32771 Y.U. Box 2808, Sanford, FL 12772-28W Yhone: 404322.6841 Far407.330.0639 /_ EDGE OF PAVEMENT OR CURB kSS DGE OF REDLINE NU I t: Lvc,HTE PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUIDISTANT FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST). SPRUB/GROUNDCOVER SPACING PLAN N.T.s. '— "'-(RUB IS B � B, THEN WE BURLAP �j * ROPE FROM 4101, �kC.H . BERM MUM 12" DEPTH OF PLANTING SOIL ROUNDCOVER PLANTING BEDS GHES MULCH ( SEE DSCAPE NOTES FOR TYPE IULCH ) SITING SOIL MIXED PER SPECIFICATIONS I STURBED SUBSOIL PROVIDE MINIMUM PIT CLEARANCE AROUND ROOT BALL OF 6" SIDES AND BOTTOM. SHRUE3 AND GROUNDCOVER PLANTING DETAIL NTS URCHUK 67 LANDSCAPE NOTES AND DETAILS A1�2 Sheet No. © 2UA 60.30 60.41 60.84 60.66 60.66 . 60.99 60.70 / 61.21 60.95 60.86 61.31 fa *r ir3 r. 1 61.33 61.z6 : II 61.73 60.99 - 60.65 60,61 61.07 00.84 60.84 51.21 INSTALL MAIN LINE AND VALVES x IN LANDSCAFF-D);-'AREA. SHOWN J ;��'''`45 9.37 GRAPHICl�LLY IN PAVEMENT FOIE. c: `''' J ,. `� .82 i I 28 CLARITY ONLY. ; \ \ ,2 1 SLE;�• FOR MAINLINE. Ar SLEEVE \\ \ tyJ2 30` { • °. FOR MAINLIN�.,\\ � ___..___ \ G� d J d. y, i I I Iyz '32 I r 1 s v � z Y ,�' I � ' • 261 S.F.t �.�' �'#»s:�»iairr:r.E f.:ri»su---••rg .::. ' i .: PROPOSED t jIUjU�"IV(I #V/J I��V J r I 3,026 S.F.# (BLDG) F.F = 62.00 qr� .r :� 1Y2 31 32 z I 142 MAINLINE. 1I r� o. - d.... - - - - - - A'! 1 I zOX TRA>:'3C KFt. /.;" i ' . v�, '� \+ yyfff��,,{ i ,A, .-: s r:.�3RE %1i<f:i� •. 61.15 61.3�61, 7IY` `i' 6,S``y•'`. 61.56 61.38 61.4 61.14 15' PALIA TREE n_... _..... w _ 61.65 ».. » # ». I; ,.__..w; #'' 's: E 1t?# Y_ h w rf W i 62 r 5 EEVE -FOR r INLINE. Yid.. `?Pxa:.:....,:«a .r• ..........., .... ' .... •- 59.60 5 60.09 r f I N� E: 7-R I A NG L E 59.82 59.50 {''y 59.26 59.12 " 59.70 62 60.0.5 f ' 59.51 9.88 so.7� ! 60.2 !` 60.2� / / 9.34 .25 60.89// 60.42 ' 1=61 j 60.95 60.50 61.4 i 61. r % l 11 r f 60.94 60.48 60.48 i 1 _ l ��Jf" 1 i j1 1j ,i j r� t 60*22 j 60.21 t J rlj l � POINT/ OF CONNE.6+i l6N rC i' J RECLAIMED NATER jLIN , UTIL}TY PLAN. i / ! i / /O I , J } J 11 IJ� • J`J� JJ t �= 1 60.41 59.97 /1 tr W i j 59.95 J o Q7 f J J J fl i r fj YJ f l 4 3Q J jf jJ t Jf J l J 1/4 ' 60.63 60.18 60.18 60.60 r 60.16 j WJ jf 1 3�^.,f LA,1 r f ! f 1 f f Q J = f f rr J t f ,f 7 1 f r r r ! 69.75 59.73 f t t it, ( r r r t f to fSif { f f j ':C:_A:MXUi SAIATER jUjC-r1%j i33`vY,tt { { { { { {r :jox 59.90 7 ( 5846 r f r7. 59.83 59.95 59.9 59.43 ji4(':. f::i:ri { tATLR `lALf' �•� 1. 1A -. Q59.9 59.86 59.40! 59.64 { -"`_'' 1 �,r¢•'"" CCt�1ri, t:ttr�'i`.iNr,�.4: b'i1LLL 9.73 60r03 08 59.90 64 y 59A5 / 79 9.68 60. ? 59 58«�» p "< 1•; s�a FI f I ti (+( �.73 9. r 5973 i.r.....6{:kNUCfAP -RAMP 59.49 .49 59.40 � � L..-............. 69.22 59.31 1! 7 ! l 0 10 20 40 SCALE: 11 - 20' No. Date Revision Approved No. Date Revision Approved Designed by: CNW 6/04 1" 9/15/04 CITY COMMENTS JMM © Drawn by: CNW Scale: = 20' 0 I A Checked by: MJU 6/04 Date: JUNE, 2004 A I 8 Approved by: MJU 6/04 Job No. W2523.2 A Certificate of Authorization No. 3215 File: IRR WENOTS AT SEMINOLE TOWNS CENTER iOWNF CEXiFP BOULEVARD C I T Y O F S A N F O R L7 LEGEND SYMBOL MFG DESCRIPTION NOZZLE PSI GPM RAD REMARKS RAINBIRD 1400 SERIES BUBBLER SEE NOZZLE CHART SEE NOZZLE CHART RAINBIRD 1800 SERIES POP-UP SEE NOZZLE CHART 6" FOR TURF, 12" FOR SHRUB * GROUND COVER APPROVED CLASS 160 PVC LATERAL LINE SIZE AS SHOWN UNTIL A SMALLER SEE DETAIL SIZE IS SHOWN ®- - - APPROVED CLASS 200 PVC MAINLINE SIZE AS SHOWN ON PLAN SEE DETAIL = = APPROVED SLEEVE MINIMUM TWICE THE INNER PIPE DIAMETER CONTROL WIRE SEE DETAIL SHALL 5E SLEEVED SEPERATELY ® HUNTER HUNTER ICV ELECTRIC VALVE. 1-1/2" OR SIZE AS SHOWN ON THE SEE DETAIL ZONE LABEL. INSTALL VALVE IN AN AMETEK V5-12A VALVE 5OX. © RAINBIRD CONTROLLER-RAINBIRD ESP-LX PLUS 12 STA. AS SHOWN ON SEE DETAIL PLAN, INSTALL WITH A MINICLIK II RAIN SENSOR. APPROVED POINT OF CONNECTION TO RECLAIMED WATER LINE AND 1" METER, SEE DETAIL SEE UTILITY PLAN, Engineers Planners Landscape Architects Surveyors Construction Management w w w. c p h e n g i n e e r s. c o in 500 Wesf Fullon SOW, Snnfon{ FL 32771 P.O.9os 2808, Sanford/ FL 327R-2808 Phony 40Z322.6841 F=40Z330.0639 ZONE IDENTIFICATION INDICATES VALVE NUMBER 1 1 %2 33 N'�"-INDICATES G.P.M INDICATES VALVE SIZE MICHAEL J. URCHUK NOZZLE CHART SYM MODEL GPM AT 30 PSI RADIUS PATTERN • 1500-15F 3.7 15' FULL d 1800-15H 1.55 15' HALF (� IBOO-15Q .92 15' QUARTER T 1800-15VAN VARIES 15' ADJ. • 1800-12F 2.6 12' FULL e 1500-12H 1.3 12' HALF 1800-12Q .65 12' QUARTER t 1800-12VAN VARIES 12' ADJ. ♦ 1800-10F 1.55 10' FULL e 1800-IOH .79 10' HALF v 1800- IOQ .39 10' QUARTER ♦ 1800-10VAN VARIES 10' ADJ. ■ 1800-81' 1.05 8' FULL 0 1500-BH .52 8' HALF 15 1500-BQ .26 8' QUARTER m 1800-8VAN VARIES 6' ADJ, ER 1800-155ST 1.21 41X30' SIDE STRIP 1800-15EST .61 4145' END STRIP 1402-BUBBLER .50 - ,5 GPM FULL BUBBLER ZONE CHART ZONE TYPE GPM RUN TIME I SPRAY 28 15 MIN 2 SPRAY 17 15 MIN 3 SPRAY 30 15 MIN 4 SPRAY 32 15 MIN 5 SPRAY 25 15 MIN (o SPRAY 25 15 MIN 7 SPRAY 32 15 MIN 8 SPRAY 29 15 MIN 9 SPRAY 31 15 MIN 10 - 11 12 - TOTALS 249 2.25 HOURS IRRIGATION PLAN /MW 11 Sheet No. Q 2004 rrz GENERAL NOTES 1) PLANS ARE DIAGRAMMATIC. ALL DIMENSIONS, QUANTITIES AND MATERIALS SHALL BE VERIFjIED BY IRRIGATION CONTRACTOR. CONTRACTOR TO INSTALL ADDITIONAL HEADS AS NEEDED TO PROVIDE ADEQUATE COVERAGE AT No ADDITIONAL COST To THE 2) SYSTEM DESIGNED AT 70 PSI STATIC WATER PRESSURE WITH A MAXIMUM FLOW OF 32 GPM.' THE IRRIGATION CONTRACTOR SHALL VERIFY THIS PRESSURE ON -SITE PRIOR TO INSTALLATION OF ANY SPRINKLER IRRIGATION WORK. IF THERE IS A DISCREPANCY, THE IRRIGATION CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING SO ADJUSTMENTS CAN BE MADE. 3) CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES SO PROGRESS OF WORK IS NOT INTERRUPTED AND CAN BE COMPLETED IN A TIMELY MANNER. REFER TO LANDSCAPE AND UTILITIES PLANS WHEN TRENCHING TO AVOID TREES, SHRUBS AND UNDERGROUND UTILITIES. 4) ALL MATERIAL AND LABOR REQUIRED TO PROVIDE A COMPLETE, OPERATIONAL AND FULL' GUARANTEED SYSTEM SHALL BE CONSIDERED PART OF THE WORK, WHETHER OR NOT THEY ARE SPECIFICALLY INDICATED IN THE DOCUMENTS. 5) ALL HEADS SHALL BE OF THE PROPER TYPE FOR THE AREAS WHERE LOCATED, AND AND SHALL BE INSTALLED PLUMB AND WITH THE PROPER HEIGHT. ALL HEADS AND OTHER EQUIPMENT SHALL BE INSTALLED WITH ADEQUATE AND UNIFORM CLEARANCE FRALL HARD-SCAPING, TO MINIMIZE WATER OVER SPRAY ON IMPERVIOUS AREAS. 6) THE 4ATER SUPPLY FOR THIS SYSTEM SHALL BE REUSE SEE LEGEND FOR METER SIZE WITH I APPROX. P.O,C,'S AS SHOWN. THE IRRIGATION CONTRACTOR SHALL FOLLOW ALL LOCA� CODES PERTAINING TO REUSE WATER. 7) ALL CONTROL WIRING SHALL BE INSTALLED UNDER MAINLINE, IF NOT POSSIBLE THEN ELECI, CONDUIT SHALL BE USED FOR WIRE PROTECTION USING PULL BOXES 150' O.G. WIRES SHALL BE TAPED EVERY 20 L.F. WITH ADEQUATE SLACK AND SURGE. EXPANSION LOOPS AND SHALL BE SPLICED ONLY IN VALVE BOXES, USING SNAP TITE CONNECTORS. THE CONTROL WIRE SHALL BE MINIMUM OF#14 PVC JACKETED, SINGLE CONDUCTOR CABLE, USING RED FOR "HOT" AND WHITE FOR VALVE COMMON. (SEE PLAJ FOR SPARE HIRES.) 8) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. q) RE -USE WARNING SIGNAGE OF APPROVED TYPE SHALL BE INSTALLED IN REQUIRED LOCATIONS. REFER TO DETAILS FOR EXAMPLE OF THE SIGNAGE. CONFIRM APPROVAL OF THE SIGNAGE BY THE LOCAL BUILDING DEPARTMENT. 10) THE INSTALLER SHALL BE EXPECTED TO BE FAMILIAR WITH AND FOLLOW THE INSTRUCTIONS CONTAINED HEREIN, ON THE DRAWINGS, IN THE CONSTRUCTION DETAILS, AND PIN THE WRITTEN SPECIFICATIONS, SHOULD A CONFLICT BE DISCOVERED WITHIN THE DOCUMENTS, HE SHALL IMMEDIATELY NOTIFY THE PROJECT MANAGER AND REQUEST CLAM FI CATION. 11) IT ISi THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE LOCATION OF ANY UNDERGROUND UTILITIES, DAMAGE CAUSED BY THE CONTRACTOR'S INSTALLATION, WALL BE REPAIRED TO THE SATISFACTION OF THE GOVERNING AGENCY AND/OR OWNIR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS OF SUCH REPAIRS. 12) ALL FOCAL CODES AND ORDINANCES SHALL BE COMPLIED WITH. IF THERE IS A CONFLICT, THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY IN WRITING. 13) SLEEVES: A.1 ALL PIPING AND 24 VOLT WIRING PASSING UNDER PAVING SHALL BE SLEEVED. B.1 IRRIGATION CONTRACTOR RESPONSIBLE FOR COORDINATION WITH PAVING CgNTRACTOR FOR INSTALLATION OF SLEEVES. C.I SLEEVE WIRE AND WATER LINES SEPARATELY. 14) INSTALL SLEEVES AS NECESSARY OR AS REQUIRED PER PLANS. THE SLEEVES SHALL BE INSTALLED JUST PRIOR TO PLACEMENT OF BASE MATERIALS AND PAVING. BACKFILL FOR SLEEVES SHALL BE SAND COMPACTED TO THE SPECIFIED DENSITY FOR THE WORK FOR WHICH THE SLEEVES ARE TO BE PLACED UNDER. 15) TH E ' IRRIGATION CONTRACTOR SHALL LAYOUT ALL WORK PRIOR TO TRENCHING OPERATIONS TO DETERMINE IF MINOR MODIFICATIONS WILL BE REQUIRED. 16) IRRIGIATION CONTRACTOR SHALL INSTALL CONTROLLERS, CONTROL WIRE, MAINLINE, AND POINT OF CONNECTIONS AS THE FIRST PART OF WORK. 17) THE !IRRIGATION CONTRACTOR SHALL PROVIDE AND INSTALL THE AUTOMATIC CONTROLLER AND ALL OF-14 CONTROL WIRE. GENERAL CONTRACTOR SHALL PROVIDE SERVICE AND SERVICE HOOKUPS FROM THE POWER SOURCE TO THE AUTOMATIC CONTROLLERS. 15) MAINLNE SHALL BE PVC CLASS 200. SOLVENT WELD PVC WITH SCHEDULE 80 FITTINGS. ALL PTHER FITTINGS FOR SIZES 2" AND LESS SHALL BE SCHEDULE 40 MINIMUM. Gov IR FOR MAINLINE SHALL BE 18". 19) LATERAL LINES SHALL BE PVC SCHEDULE 160 PIPE WITH SCHEDULE 80 NIPPLES AND SCHEDULE 40 SOLVENT WELD FITTINGS. MINIMUM COVER 12". 20) ALL PIPING, RCV'S AND QCV'S SHALL BE INSTALLED IN PLANTING AREA (PIPING MAY PASP UNDER PAVING AS REQUIRED). RCV'S AND QCV'S SHALL BE INSTALLED ADJACENT TO WALKS OR PAVING. 21) AUTOMATIC CONTROLLER SHALL BE PROGRAMMED TO OPERATE A MAXIMUM OF ONE VALVE AT A TIME, TO KEEP PLANT MATERIAL IN A HEALTHY. GROWING CONDITION AND TO MINIMIZE RUNOFF OR EXCESSIVE WATERING. 22) THE iCONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE IDRAWING SHALL LOCATE ALL MAINLINE AND VALVES SHOWN BY EXACT MEA UREMENTS FROM HARD SURFACES. PLEASE SHOW WIRE DIRECTION. 23) SEE IRRIGATION DETAILS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION. 24) NO OVER SPRAY SHALL BE ALLOWED ON SIDEWALKS, ROADS, OR PARKING. 25) VALVE BOXES TO BE INSTALLED AS PER DETAIL. 4E FRONT SECTION/ELEVATION IRRIGATION CONTROLLER SEE PLAN FOR NUMBER OF STATIONS. ANCHOR SECURELY TO WALL. CONDUIT FOR REMOTE CONTROL VALVES AND SENSOR WIRES SECURE TO WALL WITH APPROPRIATE PIPE CLAMPS CONDUIT FOR 115V POWER FINISHED SURFACE RIGHT -SIDE SECTION/ELEVATION 'MALL -MOUNT CONTROLLER SCALE: NOT TO SCALE MPR PLUS NOZZLES (SIZE PER PLAN) SHRUB ADAPTER APPROVED BACKFILL NIPPLE LATERAL TEE LATERAL PIPE FIXED -SPRAY SPRINKLER SCALE: NOT TO SCALE REI IOTE CONTROL. VALVE BOX # COVER CONTROL WIRES WITH 12" MIN, SERVICE COIL AND WATERPROOF WIRE SPLICE CONNECTORS PVC LATERAL LINE SEE SPECS. FOR DEPTH REMOTE CONTROL VALVE FINISHED GRADE PVC MALE ADAPTER (TYP.) PVC MAIN LINE LENGTH AS REQUIRED 6' GRAVEL PVC ELBOW (TYP.) CONTINUOUS BRICK SUPPORTS PVC TEE OR ELBOW (TYP.) PVC MAIN LINE (TYP.) SEE SPECS. FOR DEPTH NOTES: SEE PLANS, LEGEND AND SPECIFICATIONS FOR ADDITIONAL INSTALLATION NOTES. (ELECTRIC) VALVES SCALE: NOT TO SCALE NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL SPRINKLER MANUFACTURED SWING JOINT W/FLEX PIPE FLEX PIPE LATERAL PIPE LATERAL TEE ROTOR SPRINKLER SCALE: NOT TO SCALE NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED BACKFILL SPRINKLER NOTE: CONTRACTOR MAY INSTALL PIPE TO SIDE INLET MANUFACTURED SWING JOINT W/FLEX PIPE FLEX PIPE LATERAL TEE LATERAL PIPE LATERAL TEE POP-UP SPRINKLER SCALE: NOT TO SCALE CONCRETE THRUST P}M r1 r CONCRETE THRUST BLOCK-% I. INSTALL MAIN LINE PER MANUFACTURER'S INSTALLATION GUIDE 2. SIZE OF CONCRETE THRUST BLOCKS SHALL BE PER MANUFACTURER'S INSTALLATION GUIDE TRUST BLOCKS IRRIGATION POINT OF CONNECTION RE -USE WATER METER BY OTHERS. (SEE LEGEND FOR SIZE) CORD STOP E=FUENT WATER MAIN --I RECL.AIi IED NATER NETER SCALE: NOT TO SCALE No.1 Date I Revision Approved No. Date Revision Approved Designed by: CNW 6/04 Engineers Sheet No. 1Q © Drawn by: CNW 6/04 Scale: N/A WINOTS AT SEMINOLE TOWNS CENTER ® L Planners ////dV/ Landscu eArchitects zQ I ® Checked by: MJU 6/04 Date: JUNE,2004 Surveyors f HAELJ.URCHUK IRRIGATION NOTES AND DETAILS Construction Alanagetnent 0 Approved by: MJU 6/04 Job No. W2523.2 TOWNE CENTER BOULEVARD :0 w w. c N h e n g i n e e r s. c o to 6.166617 1~2 500 WestFull Srrcet, Sanfiml, FL 32TIl 1'.0. Box2808, Sanford; FL.i17P_-28W /� /� - /a� an Certificate of Authorization No.3215 File: IRR C T O S O Ft, U I Y F A N F Phone:907..322.6641Fur.90Z330.0639 / t 020M L)"I V E ON / CAPS I v SEE PHOTOMETRIC FLAN FOR QUANTffY AND LOCATION OF FLOODS - - --� Ey IMPORTANT NOTE TOO GC. IF SUPER L IcMTINCA IS NOT USED, SERIFS II FASCIA LIQHTING IS REQUIRED. CONTACT OWNER FOR ADDITIONAL INFORMATION. FOR PROPER IN'STALLA,rm OIL SITE LIGHTING ALWAYS USE DOUBLE NUTS AND WASHERS. THIS ASSEMBLY WILL PREVENT�iOP8TURE OALiD-UP IN THE 4�'OL IR BY ALLOW9N a ATO CIRCULATE THROUGH THE Id'IF�I���S OF POLE. BASES MOUNTED DIRECTLY TO CONCRETE CAN CAUSE A MOISTURE BIJILiD-UP AND DETERIORATION OF THE POLE'S STA2MTY (DO NOT GROUT ASSEMBLY) REFER TO STRUCTURAL D RAVq, INGS, Lu Lu pit UAp�nnnn 3/4 C rONTIRACTION JOINT LIGHTING NOT58 1. SITE LIGHTING TO BE A 1000 WATT METAL HALIDE VERTICAL BURN FIXTURE MULTIPLE DISTRIYJTION SHAPES (TYPES 1, 2, 3, 4) WILL BE ALLOWED TO MEET FOOT'CANIDLE REQUIREMENTS USING SEGMENIED OPTICS. MOUNTED ATOP DESIGNATED POLES WILL BE TWO (2) 400 WATT METAL HALIDE FLOODS DIRECTED TOWARD THE BUILDING ( SUPER LIGHTING). 6/8 ADJUS I ABLE HINGE (TYPICAL AT 2. LOT 18 REQUIRED TO HAVE AN INITIAL AVERAGE OF 10 FOOT'CANDLES TOP HINGE) SEE AND THEN BE REQUIRED TO MAINTAIN A MINIMUM OF 2 FOOTCANDLE S DETAIL BELOW 3. LUMINAIRE FINISH TO BE RRONZE 4. BALLAST" SHALL BE MULTITAP 120, 208, 240, OR 277 VOLT L480 VOLT AVAILABLE UPON REQUEST WITH A TWO (2) YEAR WARRANTY � 5. APPROVED DISTRIBUTORS: RU'EFF LIGHTING 1-800-878-1532 w J. E. MARTIN ASSOC. 1-800-402-823:4- tyr DESIGNED LIGHTING CONCEPTS 1-800-248-6483 CIA a � LIGHT POLE TO ME FURNIWIED AND INSTALLED �a - BY ELECTRICAL CONTRACTOR. LIGHTING SUPPLIER FINISH RESPONSIBLE FOR STRUCTURAL DESIGN. POLE AND SLAB JLUV��I9NAIRLS TO [�E 6 UI�NIs�HED BY THE SAME - MANUFACTURER GRADE POOLS I (E9GI BT 2(5'-0 qw- -4DAE STONE CAR---- --- �2" SQUARE STEEL TUBING. SHOPWELD ALL JOINTS1x8 ROUGH 3A�VN CEDAR 3'-10" LONG w/ 3/8 ' SPACE Ma" I I WEEP 4' (BACK WALL ONLY) 114" WEEP 1 I 4" EETWEEN BOARDS(STAINED SEE SPECS.) tt13 REBAR32" O.C.:. VERT. 3" HOOK77 COLD WATERHORN. WALL FREINFORCING a o r, SPIGOT18" O.C;. VERT.---vi 10/1 STUCCO BRICK VENEER or �� OVER 8' CONC. PLOCK Q, 0 LeP��LE HYPE•�T-- POLE FINISH - BRONZE SOLT SIZE - 11" IINCHIES) BOLT CIRCLE ANCHOR BOLTS - Vx38" %v/DOUP.LE NUT WASHERS ANCHOR BOLT COVER i i 16' POURED c� / BY LIGHTING SUPPLIER /� CONCRETE FOOTING I , 1 E\vTE o R ��'(0)L E=_ LOCJuHTE SCALE: 1/2 „ 0 T-,0" $ Ill Ill I TRUMEL HMSHI EDG II(�I BROOM FINISH SCORE d'S SDC W QL K FUSH DC AI L NO 30ALE 051 114 " RADIUS fkv REINFORCING ROD (CONTINUOUS) RAJ 0 O GRADE N .G NOTE: ALL CONCRETE CURES TO HAVE EXPANSION JOINTS OR SAIN CUTS NOT MORE THAN 20'-0' APART (C�0NC, R E T E RE D E T A L SCALP,: T a V-0„ 1 I I , I I 1 1 1 I 1 , •r 1 SCALE: 3/4 T-0" 2 GENERAL NOTES 1. ALL SIGNS 13H;IALL BE ERECTED IN ACCORDANCE WITH ALL LOCAL CODES AND SOIL CONDITIONS. 2. DESIGNS ARE TO BE DETERMINED BY SIGN SUPPLIER (VERIFY LOCAL WIND AND SOIL CONDITIONS). 3. ALL PAINTED PAVEEMENT MARKERS ARE TO EE SOLID YELLOW AND FURNISHED BY GENERAL CONTRACTOR. 4. 114HILEN UNABLE TO VIEW CARS PLACING ORDERS DIRECTLY FROM PICK-UP WINDOW A 24" CONVEX MIRROR SHALL BE PLACED IN AN APPROPRIATE LOCATION TO VIEW CUSTOMER$ AT ORDER STATION. 6 �^y- y� d i ,q' V of 8' HIGH o p � LETTERS N I D (� ( 0) W PAVEMENT MARKER DETA�LS SCALE: 1/2 = T-o" 4.-8. 30� ° 8' HIGH LETTERS PAVEMENT M/°aRKER DETAQ LS SCALE: 1/2 " T-o" 3/18'x2'x(3' - I rb a TRASH DU?,1P STER AREA (o Ayr CHECK SITE PLAN FOR SIZE AND LOCATION ins' BASE �a � ! FOR 6" STD, POST, T-0" ✓ 8,: ! 22'-0" DEEP (TyP). i 8" FIN13H ! ! -- —-----/� --SLAB i HINGE TAB WELD 2" ��" IaT EEL " GRADE-—_'`' `; 2 2POST FILLED N N ° '• ' ¢ I 6" MACK CONC. SLAB -a/Ox6 � ! W/ c Nc WIREMESH(SEAL CONCRETE SLAB I 04 AGAINST GREASE ABSORPTION) I I ! v v° v I T-3" x T-3" x 3'-2"d POURED co -- �. I COMO. FOOTING �+ ! 3/4"o P OL\Ili (2) 06 REBARTOP STM. -----ffj--------- _ -I- 1/2"x2" FL- =- ---- 11� , 04 HINGE TAB �---_ 9'-6*d x 12'w T-3' x T-3" x 3'-2"d , TURN DOWN SLAB POURED CONO. FOISTING T--3" x T-3" x $'-2"d POURED tAl CONC. FOOTING EQUAL EGU AL SCALE: 3/4 " _ T-0" J� 2'x5' 90'=0" LONG / )ATE STEEL POST, - HINGE, TAB HINGE DETAIL t - c it HOUSNG OVEr SLUNQ� HINGE SCALE: 3" T-0" (2 9,01UIRED) / 1 2' �— VJEk,D All. AROUND TO 2" -ST ESI.- TUBING 10'a STAINI.Ee-S GATE HANEDLE DETAILC,) SCALE: 3' T-0' (2 REQUIRED) HC)U31NG FOR SLIDING HINGE (SEE "F' BELOW) 1/2"x2"xB' SLIDIN(I", HiNGdE PLATE PBAT E (=RANIF 2 " SQUARE STEEL TUBING. SHOP WELD ALL JOINTS GRADE --� — I I!----------------- ---- -- --- III _ - -- -- - I ----- I I I I i l i I �'1x�3 ROUGH SAWN CEDAR 12" WHEEL I I I I SEMI -PNEUMATIC i i W-10" LONG ens/ 3/8 " SPACE BETWEEN BOARDS 1'a3"x9'u3" CONO. III (STAINED SEE 3PEC3.) , L J —_-� FOOTING (TYPICAL) WELD TYPICAL STANDARD TRASH ENCLOSURE PLAN SCALE: 3/8 T-0' EQUAL EQUAL 0Im co 1-�` ---- ----'----- ---- ----- '-`- ----- ---- ---- - ----- ---- ----- ---- '---. --- '--^I 'I 1 1, ' 'r !✓ 1 1 'I 1 ;1 c I• --- - --_-. --- __-- - ----. --- .---- --- ---_ -- ----- --- ---- -- - ----. -- ._--- --- ---- --_-_ __-_ ----. ---- ----• -J !' _ 1 15 1 'I 1 '1 1 'I '1 1 1 ;I '1 1 --- 3/10"x2"xis" �.4IS1•�I p1 ra�fL 1 ; � 1 1 ' ' � 1 1 r v 1 ' 1 1 � rr3 o 1 E i 4 1 1 !d 1 t _ — l___ I. {-- -� - - C- --' -- -- --- --' -- -- -- -- '-- --- - CID - SCALE: 3/8 T-0" USE TREATED 2x ELOCKING AT ALL HARDWARE MOUNTING 3/16"x8"x3 STEEL P L,P- 10' LONG 1/2'o ROD W/ 2" HOOD !(9 wb .aAUGE STEEL TUBNG GATE LATCH UETAW L SCALE: 3" T-0" I1 REQUIRED) HANDLE (SEE DETAIL "E' THIS SHEET) GATE LATCH DETA, L SCALE: 3" = T-0" (2 REQUIRED) T Xt; cl I- 0� 00 W� > �0 0� Z� X u- IN (1)Lu z9) z Lu < ® 0� z � Lo p c� J call �p � Q co o l L l u 0 LU 0 Ill I� r� 0 uul Lu G® Q Lu 0 OL �J 0-- L>u `22) Col IIt4� Lu «J La �I �J L1i11 11� .--11 V R 1 La I �m U w c� C� UL H— (Ul�l1 u I Df o La m m I La r� LIU _..11 i F 22'-2" VERIFY 6'-3" 10'-6" M.O. 1-3 35' -2 1/2" 1 2'-511 FOUNDATION FLAN SCALE: 1/4" = I'-011 54'-2" '-1 1/2" 1 2'-8" 5'-1" L2 1&'-11 1/2" '-1 1/2" 5'-0" we M.O. 3'-1" 1 2'-811 FOUNDATION PLAN NOTES I. SLAB TO BE 6" SLAB ON GRADE w/ 6 x 6 - 1U2.9 x W2.9 W.W.F. ON 6 MIL VAPOR BARRIER SEAL OR TAPE VAPOR BARRIER LAPS, SEAMS OR PENETRATIONS. 2. TOP OF SLAB = 0'-0" (U-NO.) 6� 3. TOP OF FOOTING = 4-4" (UNO). STEP FOOTING TO MAINTAIN A MINIMUM OF 1'-0" COVER TO TOP OF FOOTING (SEE 9/55.1) 4. DIMENSIONS ARE TO FACE OF MASONRY D. CENTER FOOTINGS UNDER LOAD BEARING MASONRY 6. SEE ARCH FOR SIZE AND LOCATION OF MASONRY WINDOW OPENINGS (M.O.) SEE LINTEL SCHEDULE ON 51.1 1. PROVIDE 2'-0" x 2'-0" FOUNDATION CORNER5ARS AT ALL CORNERS AND INTERSECTIONS (MATCH REINF BARS) a. GENERAL CONTRACTOR TO PROVIDE TERMITE TREATMENT TO SOIL o MASONRY WALL. REINFORCEMENT SCHEDULE WALLS ARE TO BE REINFORCED AS SHOU.N BELOW. IN ADDITION VERT. BARS SHALL BE PLACED 0 COMERS, EACH .9 SIDE OF OPENINGS AND INTERSECTIONS. DOWEL INTO FOOTINGS AND TIE BEAMS. HORIZONTAL REINFORCEMENT = 9 GA. tv 16" ox— �n 5" CMU WALL w/ " 5 VERTICAL a 32" or — AS SHOWN ON PLAN �t LINTEL. SCHEDULE: MINIMUM BEARING s 8" SPAN LI 0'-0" - 4'-0" PRECAST LINTEL PRECAST LINTEL w/ cn (1) 05 CONT 4 KO. 13LK L2 4'-1" - 10'-0" w/ (1) 05 FULLY GROUTED 6 FOOTING SCHEDULE MARK SIZE THK REINF. EA. WAY COMMENTS FI 2'-0" x CONT. 1'-0" (3) 05 CONT. (TOP 4 BOT.) 05 1v 12" o c. TRANS. (TOP 4 BOT.) F2 4'-0" x 4'-0" 1'-0" (5) 05 (E30TJ F3 3'-0" x 3'-0" 1'-0" (4) 05 (BOT.) PRECAST LINTEL w/ (1) 05 CONT 4 (2) K.O. BLK 1-3 10'-I" - 15'-0" w/ (2) 05 FULLY GROUTED 1 1(0" 1 10 c0 C-1 UN M�MM � �D (4) 05 VERT. BARS w/ 03 TIES a 8" o c. :enter for -)novative tructuro5, )G. 6706 S. Mae ill Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 1 1 m d Z) O \ Qy F_- 100 U C1 a 0'- z :w OU W �j QQ W V) z p O Y m W W I- - W Oz Q U o V) Sw >- z v) $ o m W c> z < �z r? w� F- w— z Ll I o � C7 �L 0 � a O Q o o� a U 01 • -� H m rj 1 \j--J O • U � i 0 (4 w 14 Pq w 1 � �i n ® z _O 1--- 0 z 0 SEAL. r v �( PLAN No. SQU-2000 JOB No. SHEET No. 04-264 S1.1 F TOP OF MASONRY LEGEND T.O. MAS - ]1'-4" KXX T.O. MAS = 13'-4" 54'-2" 35'-2 1/2" fROOF F At"I ING PLAN SCALE: 1/4" - 1'-0" 18'-I1 1/2" r_:•T:.12wlig � 1. SEE NET UPLIFT PLAN ON 52.1 2. SEE FND. PLAN FOR DIMENSIONS 3. SEE CMU LEGEND FOR TOP OF MASONRY ELEVATIONS 4. COORDINATE ALL RTU AND ROOF PENETRATIONS w/ ARCH 4 MECH 5 ROOF SLOPE z 1/4" PER 1'-0" ro. PROVIDE 2'-0" x 2'-0" TIE BEAM CORNER BARS AT ALL CORNERS AND INTERSECTIONS (MATCH REINF BARS) 1. ROOF SHEATHING TO BE 5/8" EXTERIOR GRADE PLYWOOD - 5EE ROOF FASTENING PLAN ON 52.1. <t 0 ca ROOF NOTES R-I SHEATHING LEDGER: (2) 2 x 10 (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS w/ 2" PIA WASHER * 24" or-. R-]A RAFTER LEDGER: (2) 2 x 10 (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS w/ 2" DIA WASHER 24" o c. R-2 TR15 LEDGER: (2) 2 x 10 (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS w/ 2" DIA WASHER tv 16" o.c. (STAGGERED) R-3 4" DIA ROOF OPENING FOR COOKCENTER CONDEN5OR R-4 4" DIA ROOF OPENING FOR ICE MACHINE CONDENSOR R-5 COOKCENTER REF'R CONDENSOR RAILS (86 LB5) R-6 ICE MACHINE CONPEN50R RAILS (86 LBS) R--1 METAL X-BRACING PER MANUFACTURER R-8 2 x 6 BLOCKING w 24" or — AT TRUS SPACING GREATER THAN 32" or-. JOIST TRUS NOTE: THE TRUSS SIZES AND LAYOUT SHOWN ARE CONCEPTUAL. THE FINAL TRUSS SIZES AND LAYOUT SHALL BE DESIGNED AND SIGNED AND SEALED BY A FLORIDA ENGINEER ROOF FASTENING PLAN z ZONE l: FASTEN ROOF SHEATHING TO TRUSSES w/ Sd NAILS w roll oc. AT PANEL EDGES AND 8d NAILS P 12" or-. AT INTERMEDIATE SUPPORTS. ZONE 2: FASTEN ROOF SHEATHING TO TRUSSES w/ 8d NAILS 1w 6" o.c. AT PANEL EDGES AND Sd NAILS m 6" or,. AT INTERMEDIATE SUPPORTS. ZONE 3: FASTEN ROOF SHEATHING TO TRUSSES w/ 8d NAILS im 4" o.c. AT PANEL EDGES AND 8d NAILS m 6" of--. AT INTERMEDIATE SUPPORTS. NET UPLIFF WIND PRESSURES TRIB. AREA (FT-2) ZONE 1 ZONE 2 ZONE 3 INTERIOR PERIMETER CORNERS 10 2ro 44 65 20 25 39 54 50 24 33 39 100 23 28 28 CONCRETE SEAM 5CHEDUL. MARK WIDTH DEPTH TOP REINF. BOT. REINF. STIRRUPS TYPE COMMENTS CB-1 all ]roll (2) 05 (2) 05 03 ® 6" C.C. A 2" CLR TYPE A :entor For -)novative tructure5, 1C. 5706 S. MaeDill Ave. Tampa, FL 33611 813-835-6311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 n z z r n s V x z z z 0 z 2 F— V w 0 a.. w 0 z Q 0 z w w V) w s t— w 0 w cn w (D III V) w z Li F— V) CD z_ O w 0 w w w cn w z 0 0 w 0 z w z w Q cn z w V) w z F_ FIT 2x8w/I/ A.B. g 48" ox 1 T.O. MA,' VARIES (SEE T.O. RAFTI 05 a 32" o.c. (UNO) SEE PLAN "5'w32"c SEE PLAT` L CDT 7 .. Q ... / 1 /M II e-%I A 1 SECTION 12'-7" '.0. LEDGER TRI.IS BRG CDT 7 - a .„ / 1 /7 If f-%I A TERSINK) W U 4 U_ r7 (UNO) E3 WALL SECTION NOTES I K.O. E31-K w/ 05 x CONT -2 TRUS SRCx LEDGER: (2) 2 x 10 (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLT 4 2" DIA WASHER a Iro" o.c. (STAGGERED) WS-3 WOOD BLOCKING BETWEEN TRUSSES WS-4 SHEATHING LEDGER: (1) PT 2 x 10 w/ 3/4" DIA ANCHOR BOLT 4 2" DIA WASHER 19 24" o.c. AT RAFTER FRAMING -5 SHEATHING LEDGER: (2) 2 x 10 (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLT 4 2" DIA WASHER w 24" o.c. AT MAIN 5UILDING WS-6 2 x 10 ROOF RAFTER -7 ROOF SHEATHING: 5/8" EXTERIOR GRADE PLYWOOD FASTENING = 8d NAILS v 6" o.c. EDGES 4 12" o.c. INTERMEDIATE (STAGGER END JOINTS OF PLYWOOD) ALL CONNECTORS' AND FASTENERS IN CONTACT w/ P.T. LEDGER(S) TO E3E HOT -DIP GALVANIZED FTG: 2'-0" x 1'-0" x CONT w/ (3) "5 (TOP 4 E30T) 4 05 tv 12" o.c. TRANSV (TOP 4 BOT) 6"SLAE3w/&xro -W2.9xW2° r-2'*"\ SECTION 53.1 sCALE: P x 1'-0" 97T 7 v Ck ui/ I/711 DIA (COUNTERSINK) 4 zIES -1 CLAN :DGER 32" o c. (UNO) =LAN 16" CONCRETE BEAM w/ 5 TOP 4 50T. AND f I RRUPS 1R 6 " o.c. ,411 / BM _S (UNO) FTG: 2'-0" x 1'-0" x CONT w/ (3) 05 (TOP 4 50T) 4 05 tv 12" o.c. TRANSV (TOP 4 50T) .enter for )no dove tructure5, )G. 5706 S. MacDW Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 m �t :D o rn � 00 U W W LL_ uS OU LLJ Z O oU oQ �� Ld V) z O o LLJx w �w w oQ J U _j O V� cn z 0 w z cn r a m W �U Z < �z o w LU w� Z • r- 44 �o 0 v W O n ` o r' �J f o w V Cw rl l O L� • - - ►a X P4 CO2 cf) dPNft !� (of) O 0 w=vU I-- U /W V / J Q SEAL eivv PLAN No. SQU-2000 JOB No. SHEET No. 04-264 S3.1 t-= z W V) z O U z Ld U W I— S U Q W I— O 0 W m_ O m h- U w O m m W O z Q O W c� z Q W co W O w cn W 011 W V> W s z 0 w J Q z W V) L,_i CD z O J (D II_ W S Q W V) L1J -r O LL_ 0 W 0 z W f-- z W m z W LIJ r— _j F jk 17'-4" IV T.O. MA5 12'-9 1/2" T.O. LEDGER TRU5 BRG 1-1'-4-- 'IV T.O. MAS T.O. LEDGER TRUS BRAG 13'-0 I/2" 35'-2 1/2" 18'-11 1/2" 1. 2'-8" 1. 2'-811 1. 2'-8" 1. 2'-811 1 2'-811 I. 21_811 I. 21-8" I. 21-811 I_ 31-5" I. 21-8" I. 2'-8" I_ 2'-811 I_ 2'-8" I. 2'-811 I_ 2'-811 I. 2'-8" 1_ 2'-8" I_ 2'-8" 1_ 2'-8" 1_ 2'-8" 1_ 2'-8" 1_ 2'-8" 12'-10 1/2" I 1 r I I I I I I I I T.O. LEDGER TRUS BRG I I 1 ELEVATION SCALE: 1/4" = I'-011 ELEVATION NOTES N-i TRWS JOIST - SEE PLAN N-2 BEARING LEDGER: (2) 2 x 10 N P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS 4 2" DIA WASHERS 1v 16" ox- (STA(SPGERED) N-3 NOT USED N-4 SHEATHING LEDGER: (2) 2 x IB (1 P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS 4 2" DIA WASHERS ID 24" oz. r r , 01 2'-10 1/2" 2'-8" 2'-8" 2'-811 2'-811 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 2'-8" 3'-5" 2'-8" 2'-8" 2 -511 21_811 21_011 21-811 21_QII 21_011 11_7 -41 I, 11 N-I I I N-2 I I I I I I I I I I I I I I I I I I I I I I I 2 ELEVATION 6CALE: 1/4" . 1'-0" 17'-4" T.O. MA5 �u -1 BOT/BM i POE W---* _ Il'-4" T.O. MAS w II'-411 BOT/BM FAI 1 0 PIN 19 MIA-M INSTALL KO. BLK w/ 05 x CONT 10 I1'-4" 12' -0" 16' -8" INSTALL KO. BLK w/ 05 x CONT 0 11'-4" 12' - 011 16'-8" :enter -For -)novative tructure5, ic. 5706 S. MacDill Ave. Tampa, n 33611 013-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 m 0 O rn � 00 V o� w w LL 0 0 F- z � �0 VV a Ca Q w v) z w� [] m Y w w w ZQ U J T ty V) M V) Z C] (7 w Z_ V) r �O m Ld U Z Q pZ C) ww w O 1- to LQ • Q� Q- C- 0 a0, • �-- H m � o O — U U w � z O Q LLJ a w 0 Q' Ld z SEAL 9�j PLAN No. sQU-2000 JOB No. SHEET No. 04-264 S4,1 F- z l.:.l z O c.� z w r v� U w U Q w S F— F— (D T t� LLI m O F-- U w O Q- w 2 F— O Z Q CQ LL Cl- w LLI F— LL- 0 w w ry O LLI cn w F— Q 0 O J LL- cy- O L.L. Z Q U-) w F— QD z_ 0 O II w z F— F— w w z F— O 0 w C) z w F— z w Q z a_ w (n w I-- J L F T.O. MA5 TO. LEDGER T.O. TR 15 V-4" BOT/BM 53'-6" 2'-8" l< 48'-2" i 2'-8" T.O. LEDGER T.O. TRU5 T.O. 5TL " T.O. COL. .7 t CE L2 4 !-A. 4• 17' -4" T.O. MA5 14' - 311 T.O. LEDGER T.O. TRUS 1 ELEVATION �. SCALE: 1/4" ELEVATION NOTES N-I TRU5 JOIST - SEE PLAN N-2 BEARING LEDGER: (2) 2 x 10 CI P.T. 4 1 NON P.T.) w/ 3/4" PIA ANCHOR BOLTS 4 2" PIA WASHERS +� 16" oz. (STAGGERED) N-3 NOT USED F N-4 SHEATHING LEDGER: (2) 2 x 10 N P.T. 4 1 NON P.T.) w/ 3/4" DIA ANCHOR BOLTS 4 2" PIA WASHERS am 24" ox- 32'-2 1/2" 0 2 ELEVATION SCALE: 1/4" li'-3 1/2" Uj T.O. LEDGER T.O. TRU5 J 1L BOT/BM T.O. SLAB INSTALL KO. BLK w/ 05 x CONT 12' - 8" 13'-4" 14'-0" 16'-8" Ul U INSTALL KO. BLK w/ 05 x CONT m •--� 14' - 011 5= 16'-8" :enter for )novative tructure5, 1c. 5706 S. MaeDiH Ave. Tampa, FL 33611 813-835-6311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 1 1 m d- a 0 0 rn � Ob CU ❑ a W_ H W F- 0 00:�EF- z �_ 0 () o U) oQ W m V)i o 0 Mx w x W F- — w oQ U J � J O cn z c9 w > _z cn �o M 0 z H Q �z U wW V� w- o ca rz.. z t`• o y r1 O v q � � OJi 0 I.1 U CQ H W � o a � !I- [~ 0 U Q w V2® V d � z � o w 1=- Q Q LJ Q � ir .JL.2 W 0 Q:� Ld — z SEAL PLAN No. SQU-2000 JOB No. SHEET No. 04-264 S4.2 F I i , -NT DOOR SEE ARCH 4 ro" SLAB 0'-011 tDOORS CONCRETE SLAB -ON -GRADE WWF to" CONCRETE CURB T.O. SLAB t/3t - - �4 r— x ----- x —�-- x x x }:..a f y 6u SLAB ,x—x—x-b x—x x—x— x t'•".1 t \ \ f.•... I I w \ \ r llll\llll\ !' 1 ',' 8, ////\////\ — _. I I x x x— ////� ///�� ///�� ///�� DRAIN LINE _ :.�;. ; t ; f" SIDEIUALK CUT ALTERNATE WIRES SEE ARCH I I _ _ _ SEE CIVIL ALONG SAWCUT LINE i i //V, NOTE: SAWED JOINT SHALL BE SAWCUT WITHIN)_ 12 HRS. OF CONCRETE PLACEMENT 1 SECTION 2 SECTION 3 SECTION SECTION 55.1 SCALE: I" . 1'-0" 55.1 SCALE: P , I'-0"J' S.1 SCALE: P • V-0" 55.1 SCALE: P • I'-0" - WOOD BLOCKING BETWEEN TRUSSES FREEZER / COOLER I I I o 0 0 0 0'-011 I T.U. SLAB I i FREEZER / COOLER w/W�S B SPLAN STIFFENER E ; x—x--x—x—x x x.x—x—x—x' CMU BEYOND =F-- 6" SLAB r O O •:� x—x—x—x—x—x x—x = SIMPSON HTS16 • O O p/ FTG: 2'-0" x 1'-0" x CONT w/ (3) "5 (TOP 4 BOT) U 4 05 19 12" oc. TRANSV (T 4 B) FTG: I'-O" x 2'-0" x CONT BEARING LEDGER (2) 2 x IID (1 P.T. 4 1 NON P.T.) w/ ~ "' 3/4" PIA ANCHOR BOLTS 4 2" PIA WASHERS w/ (3) 05 (TOP 4 E30T) 0 16" o c. (STAGGERED) 4 05 9 12" oz. TRANSV (T 4 B) rrp-'* SECTION SECTION i ELr=VATION 55.1 SCALE: I" - 1'-O" grj,j SCALE: P , I'-0" rJ5,) SCALE: 1" - 1'-0" PT 2 x 8 w/ 1/2" DIA A.B. 48" o c. (COUNTERSINK) — 13'-4° ROOF SHEATHING T.O. MA5 0 WEB STIFFENERS �•. • x ROOF SHEATHING 4 5/8" EXT GRADE PLYWOOD (SEE PLAN) \\\\i\\\\ i -oil (SEE TRUS J015T ' •; T.O. LEDGER T.O. RAFTER 1 30 DIA LAP b 51MP56N LU54( 101-011 1 HANGER BOT/BM 500 LBS (MAX) 2 x 10 RAFTER SIMPSON MATCH FTG REINF. U LB21O SEE FTG SCH LEDGER: (2) 2 x 10 (1 P.T. 4 -E I NON P.T.) w/ 3/4" -0 A.B. w/ 2" m WASHERS A 24" o.c. ALL ADDITIONAL LOADS SHALL BE DESIGNED BY THE TRUSS MANUFACTURER 8 SECTION 9 5ECTION 10 5ECTION 55.1 SCALE: 1" - 1'-0" $5.1 SCALE: 3/4" - I'-0" $rj.l SCALE: P - 1'-0" :entor For tructure5, •)C. 5706 S. MaeDiU Ave. Tampa, FL 33611 813-835-5311 FAX 813-835-5503 Structural Engineers Charles Douglas Meiser PE #56893 W O 00 V 0Q w LL- Q 00 z �w � O O It Q D ? 04 > m Of cn z 7)X 0 wo Y m w w w Zz¢ z V M � o ;W z_ cn o U Z Q 0z Q 0 ww V� ca OZ • o� 0 4—j a O 0 aW U ♦ — � H m O fir./ 1 i4 92 w Nal Cn �4 mom Cn J Q W C� SEAL PLAN No. SQU-2000 JOB No. SHEET No. 04-264 Sjj . Z W V) Z O U Z LLJ r- Q_' Cn U w F-- U t� Q w F-- O M W I- m_ (D n V) F-- U LLJ D O tY 01-1 W I- 0 Z Q O I z tZ W V) LLJ z 0 w V) w 0 w W s I— (D z w V) w V) z O J O Lj- z f^ Q w w z rx O 0 w CD z w I-- z w V) z rZ w Cn w s F PL WI/ c w/ I IST`1 STEEL COLUMP A 1/4" STIFF. ft' 1 SECTION SCALE: 37T, = P-0" r,cii auc nc 'BOLTED CONN. r3*' SECTION SrJ' .V SCALE: P - D13L ANGLE 50L"��, ""'„� ' SLOTTED HOLES 13' -0" T.O. STL EMBED fE 5/8" x 16" x 1'-0" w/ (8) 3/4" 0 x 5" H.S. 4 1/8" x P 5TL ANGLES (U1EL rr7""*\ SECTION SCALE:, I ° - l' -0" ii EEL SEAM OLUMN H 1/2" EXPANSION JOINT MATERIAL fP- 3/4 x 10 x 10 w/ - (4) 3/4" -0 x 12" A B. ON 2" GROUT w/ LEVELING NUTS 4. •X X X x X !; , -- U �n 1 1/2" TYP. 0 1 0 BASE PLATE STEEL COLUMN I SECOND POUR SLAB ON GRADE x x x X I 0 r2'***-N SECTION �5_ SCALE: 3/4" - I'-0" PLYWOOD ROOF DECK (5EE PLAN) 13'-0" T.O. 5TL. TRUSS BRG. (2) PT 2 x 6 w/ 5/8" 41 - THRU BOLT5 0 2'-8" o.c. STAGGERED SEE FOOTING SCHEDULE TRUS J015T5 w/ Ur=5 STIFFENER LAP AS REQ'D. �- SIMPSON HT516 0 EACH TRUS J015T UPLIFT CAPACITY - 1260 LBS. STEEL BEAM SEE PLAN 4 SECTION StJ- ,2 SCALE: 3/4" - I'-0" STRUCTURAL GENERAL NOTES DESIGN CRITERIA 1. Building Code: Florida Building Code, 2001 Edition 2. Design Live Load: Roof = 20 PSF (trib area = 0 - 200 SF) 16 PSF trib area = 201 - 600 SF) 12 PSF (trib area = > 600 SF) 3. Design Dead Loads: Roof = 18 PSF 4. Design Wind velocity = 120 MPH 5. Wind Importance Factor = 1.0, Building Category II 6. Wind Exposure Category B 7. Internal Pressure Coefficient (GCpi) = (+/-) 0.18 8. Wind Pressures at Exterior Openings: Doors = (+/-) 45 PSF Windows = (+/-) 40 PSF 9. Other Loads: Contractor shall submit loading information for all equipment not shown on the drawings, or differing from those shown on the drawings. MISCELLANEOUS 1. The Contractor is responsible for the means and methods of the construction of the contents of these documents. This shall include, but is not limited to, temporary bracing, shoring, tie downs and other provisions which will ensure the safety at the jobsite until the entire structural system has been installed. 2. Do not scale these drawings. Coordinate all dimensions, elevations and openings with the architectural drawings and all other trades. Report to this office any discrepancies or omissions found in the contract document. SUBMITTALS 1. All shop drawings shall be submitted and approved prior to construction. Allow (10) working days for approval from this office. Drawings shall be signed and sealed by a Florida licensed engineer. 2. Poured in Place Concrete: a) Proposed concrete mix design in accordance with ACI 301 Chapter 3. 4. Trus Joist: Detailed shop drawings showing size, layout, bridging, joist penetrations, accessories and calculations. SITE WORK 1. The design soil bearing pressure = 2000 PSF 2. A soil investigation has been completed by Giles Engineering Associates, Inc., project # 8G-0405006, dated June 9, 2004. All site preparation shall be done in accordance with this document. 3. Notify the engineer if the footing excavation reveals materials or conditions not anticipated in the soil's report. 4. A testing laboratory shall be retained to perform all the tests outlined in the soil's report. 5. Foundation walls that retain soil shall be braced until floors slabs are in place. POURED -IN -PLACED CONCRETE 1. Codes and Standards: ACI 318 "Building Code Requirements for Reinforced Concrete" ACI 315 "Details and Detailing of Concrete Reinforcement" ACI 301 "Specifications for Structural Concrete for Buildings" 2. Concrete is to be normal weight conforming to ASTM C94: a Portland Cement - ASTM C150 b Aggregates (3/4" maximum) - ASTM C33 c Air entraining - ASTM C260 d Water Reducing - ASTM C494 e Flyash (20% maximum) - Class F ASTM C618-78 f) Water - Potable g) Slump Range - 3" - 5" h)) Placement Time (Maximum) - 90 minutes from batch time 3. Minimum compressive strength after 28 days: a) Footings, masonry fill, concrete beams - 3000 PSI 4. Reinforcing steel is to be Grade 60 conforming to ASTM A615 a) Minimum concrete lap splice - 30 diameters (U.N.O.) b Bar cover: Footings - 3" Beams - 2" c) Provide corner bars which match the horizontal bars at all wall footings and tie beams. d) Welding reinforcing if required shall conform to AWS D1.4. 5. Slab -on -Grade a Welded wire fabric - ASTM A185; lap mesh 6" minimum at joints b Moisture barrier - 6 mil polyethylene c Compressive strength - 3000 PSI 6. Install ties, spacers, chairs, etc (per CRSI recommendations) necessary to securely hold reinforcing during concrete placement. Use plastic tips at all exposed surfaces. 7. Use internal vibrators to consolidate all concrete. 8. Concrete curing options a Liquid membrane forming chemical compound conforming to ASTM C309. b� Continuous moisture in accordance with ACI 301. 9. Concrete shall be finished per architectural drawings. 10. A testing laboratory shall perform the following concrete tests for each 50 cubic yards. Send test results to the owner, architect, structural engineer and General Contractor. a) Slump test - ASTM C143 b Four Cylinder strength test - ASTM C39: test one cylinder after 7 days, test two after 28 days and hold one in reserve. 11. Coat all forms with a commercial compound that will not bond or adversely affect the concrete. 12. Coordinate locations of all openings, embeds and accessories that are required by all trades. No opening or sleeve may be placed in beams or columns unless approved by the engineer. CONCRETE MASONRY UNITS 1. Blocks shall be normal weight Grade N, Type II hollow load bearing masonry units which confirm to ASTM C90. a Net compressive test strength of units = 2000 PSI b3 f'm = 1350 PSI 2. Mortar shall be type M or S and conform to ASTM C270. 3. Fill all cells containing reinforcing with course grout. 4. Coarse rout shall confirm to ASTM C476 a 3000 PSI at 28 days b 3�8" aggregate c 8 -10" slump 5. All work shall confirm to ACI 530-02. 6. Reinforcing bars shall be lapped 48 diameters where spliced. 7. All vertical bars shall be held in position at the top and bottom and with a minimum clearance of 1/4" to the masonry walls and one diameter between bars. 8. Horizontal reinforcing shall confirm to ASTM A82. 9. Horizontal reinforcing shall be 9 gauge (U.N.O.) ladder type Dur-o-wall (or equal) at 16" o.c. and shall be lapped a minimum of 6" at splices. 10. Store masonry on pallets and cover with visqueen. 11. Masonry shall be placed in running bond with 3/8" face shell bedding mortar joints, vertical and horizontal. 12. Groutin options a� 4 high lifts with no observation holes. b 8' high lifts with observation holes. Observation holes shall be 8" high x 4" wide sawcuts at the base course of all reinforcing. 13. Space masonry control joints at a maximum of 34'-0" o.c. (U.N.O.). 14. Masonry inspection shall be provided per ACI 530. 15. Provide a 8 x 8" reinforced precast lintels at all openings less than 8'-0" o.c. (U.N.O.) with a minimum end bearing = 8". WOOD CARPENTRY 1. Dimensioned lumber shall be dressed S4S, and shall bear the grade stamp of the supplier's association. 2. All lumber shall be sound and free from warp. 3. All lumber shall be Southern Pine, grade No. 2 or better with the following minimun properties: Fb = 1200 psi Fv = 90 psi Fc = 975 psi E = 1,600,000 psi 19% maximun moisture content 4. All 'wood in contact with concrete or masonry shall be pressure treated. 5. Pressure treated lumber shall be impregnated with a CCA salt treatment in accordance with F.S. TT-W-571 and bear the American Wood Preserves Institute quality mark LP-2. 6. Plywood sheathing shall be DFPA CD with exterior glue. All roof sheathing shall be installed with plyclips. 7. Install bridging in all floor and roof joists 0 8'-0" O.C. maximun. Install blocking in all wall studs at mid -height. 8. All nailing and bolting shall comply with American Institute of Timber construction requirements. 9. Provide a single plate at the bottom and a double plate at the top of all stud walls. 10. Studs shall be doubled at all angles and around all openings. Studs shall be tripled at all corners. STRUCTURAL STEEL 1. Codes and Standards a) AISC "Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings", - Latest Edition. b) Welds shall conform to the American Welding Society, AWS D1.1 using E70 electrodes. c) Bolts and bolted connections shall conform to "Specifications for Structural Joints Using ASTNI A325 or A490 Bolt" Use bearing type bolts with threads across the shear plane. d Structural steel shapes, - plates, etc. - ASTM A36 e� Steel tubing - ASTM A500 Grade B f) Steel pipe - ASTM A501 g) Anchor bolts - ASTM A307 2. No splices shall be allowed in any structural steel member unless shown on approved shop drawings. 3. All members except those to be field welded shall receive one coat of shop primer paint. See architectural drawings for preferred color. 4. No openings shall be allowed in steel members unless shown on the drawings. 5. Openings, copes, and other steel cutting shall have a 1/2" minimun radius. 6. Welds not designed shall be a fillet weld equal to 1/16" less than the least thick member, all welds shall be cleaned and painted. 7. Non -shrink grout (ASTM C 1107) to be 6000 psi (min), non-ferrous and non -corrosive. enter for ,nOvative tructure5, lC. 5706 S. MacDW Ave. Tampa, n 33611 813-835-5311 FAX 813-835--5503 Structural Engineers Charles Douglas Meiser PE #56893 It D Q 0 \ T 00 U W C- W f-- � 0 v7 0 0C) :2� z 0 0U n oa Ld m � U)s w0 p co Y w LJ U W 00� Z `{ U M� o 0w Z Z m w �o z Q Qw W F- o U4-) U 0 4� C O r' o O o �o o 00 o o z w co z 0 c-,) z Lw Cn V w z U w O z 0 w F= OO s O cn v w O Of Cl- CD w cn z w cn w z w O w cn Lw 0__ Of O w Cn w z w a c� z w V) CD z O O w w z Q w cn SEAL w z F-- O tl�v CD z w z w a' PLAN No. SQU-2000 c- JOB No. SHEET No. 04-264 S5.2 w w z ROOM F KSH SCHEDULE ROOM FLOOR BASE WALLS CEILING `BRIM DOOR � F a RC zcc "' oc lcIli1 1= ®C re IF @ne m . ® '" a zco p o� n Iv o i �i <°o u 0 U a a c es 100 VESTIBULE O 7O C� O O Q O 0 O O 101 PUBLIC AREA (DINNING) 0 O1 02 O O O O �6 O O 101A PUBLIC AREA (CORRIDOR) O 2O O O O O O 0 O 102 MEN 8 ROOM O O O 1 O O O O 103 WOMEN'S ROOM O O O O �3 O O 104 CLOSET O U O 0 0 O O O 105 SERVING AREA O O O O o �6 108 SERVING AREA O O O O o O 107 SERVING AREA O O O O O �4 108 PREPARATION AREA O O O O O O 108A PREPARATION AREA O O o O 0 O 109 OFFICE O 0 O O O O O O 110 DRY STORAGE AREA O O O 1 O O Q 111 SERVING AREA O O O O O 912 COOLER/FREEZER O O 113 EQUIPMENT CLOSET O O O O O �4 O O O SEE SHEET 68 FOR EXTENT OF CARPETING. 10'-6" CEILING HEIGHT ® SEE DETAIL B/8B FOR BABE DETAILS. START WITH FULL TILE O NON -RECESSED FLOOR MATS FROM BOTTOM CHAIR RAIL TOWARDS THE FLOOR. TILE WHERE WALL MEET$ FLOOR WILL BE CUT TLE A8 NECESSARY. �3 8'-0" CEILING HEIGHT NOTE: �4 8!-10' CEILING 'HEIGHT SEE GENERAL NOTES 111, #7, #8, 0, 1110, AND #11 ON THIS SHEET FOR SUBSTRATE INFORMATION, bO 9'-8' CEILING HEIGHT DOOR AND HARDWARE SCHEDULE DOOR TYRE FRAME HINGES LATCH -CATCHES ACC. g W o CA) 30 7 Q A O. O O 0 0 0 0 1 0 0 0 0 307 ° A O o o 1O o 0 (_0 307 ° A O O T O 0 0 0 O $070 A O o O 010 O O O O O EO 308 8 0 O A 0 O O O O F� 316 8 0 O A 0 O O O �4 �0 31 8 a C O A 002 �T1� � O O O 20 3 8 C 1 O A Oil O O O 0 317° B O 0 v6 6 0 01 O 0 oO c� o DU. 3 00 8 C O 1 A. I I ( O2 O O o 0 FOR PLASTIC LAMINATE ADJUSTABLE ALUMINUM COVERED FLUSH DOOR WITH FRAME, USE 'AAA" SERIES 500 A8 /� NAVY DUTY OL08ER: AMERICAN DEVICE SERIES - v OR LCN 4021 6301 MANUFACTURED BY MARLITE. 2' WIDER AND 1" TALLER. ROUGH OPENING IS TO BE 7O LOCK CYLINDERS MAY BE BY 'BEST LOCK' Q USE $ 9/2' SCREWS ON ALL DOOR HINGES. 8O DOOR AND HARDWARE FURNISHED WITHCOLD STORAGE BOX (j -MEN" SIGN O DOOR VIEWER: NATIONAL GUARD PRODUCTS O 'WOMEN" SIGN 6x2 VGLII SECURITY VISION WINDOW 05 SECURITY HINGES. -HOLLOW METAL DOOR AND FRAME, PAINT 'BEIGE' 10 11 ALL LAMINATE DOOR$ TO HAVE A 'KICK PLATE' - --- INSTALLED ON BOTH SIDES OF DOORS. GENERAL NOTES 1. ALL PARTITIONS NOT DIMENSIONED ARE TO BE 3 1/2' GALV. STEEL STUDS. SEE NOTE #6 BELOW. 2, PROVIDE BLOCKING AS REQUIRED IN FRAME WALLS. 3. RIGID ROOF INSULATION IS FIBERBOARD - NOT FOAM. 4. EXTERIOR DIMENSIONS ARE FROM FACE OF WALL TO FACE OF WALL. 6. INTERIOR DIMENSIONS ARE FROM FACE TO FACE OF FRAMING. 6. CROSSHATCHED INTERIOR WALL$ INDICATE 26 GAUGE GALVANIZED STEEL STUDS AT 10' O.C. 7. STAINLESS STEEL PANELS ON DUROCK SHEATHING BEHIND ALL COOKING EQUIPMENT. TO EXTEND 18' FROM EII OF EQUIPMENT. (BY KITCHEN EQUIPMENT SUPPLIER.) 8. PROVIDE 6/8' DUROCK OR WATER RESISTANT PLYWOOD (MARINE PLYWOOD) FROM FLOOR UP TO 12, A.F,F. ON ALL WALLS. 9. SUBSTRATE BEHIND WALL TILES ABOVE THE 12" DUROCK/MARINE PLYWOOD (NOTE #8) IN THE RESTROOMS TO BE 6/8" WATER RESISTANT GYPSUM WALL BOARD. 10. SUBSTRATE BEHIND WALL TILES ABOVE THE 12" DUROCK/MARINE PLYWOOD IN THE VESTIBULE AND PUBLIC AREAS (101) AND (101A) TO BE 6/8" PLYWOOD OR 6/8' DUROCK 11. SUBSTRATE ABOVE THE 12' DUROCK/MARINE PLYWOOD IN ALL OTHER AREAS TO BE 6/8" WATER RESISTANT GYPSUM WALL BOARD UNLESS NOTED OTHERWISE. 12. DIMENSIONS TO THE INTERIOR FACE OF THE EXTERIOR WALLS IS TO THE EXTERIOR FACE OF THE SUBSTRATE ON 3/4' METAL CHANNELS, 13. GENERAL CONTRACTOR TO INSTALL 2x6 BLOCKING FOR GRAB BARS IN RESTROOMS. 6" 3• 3" 3• 3- 20" 24' 20' 20' x N iD 0 I FRAMING ELEVATION . ELECTRIC PANELS N N N N N v ELEC. ELEC. ELEC. AAEL PANEL ELEC. PANEL PANEL "MOP' P 13'-0 1/2" 22'-0" 2' N L 4'- 112 MARN OOP ING 4'-1' ;? FREEZER RAMCCO OO L ER .S. PLATFORM, BOTTOM 7A T 4'-0" A.F.F. OR WATER EATER. W.H. PROVIDED BY HEADER QUIPMENT SUPPLIER, e7,_6" ^ I STALLED BY r K \ r 29 94'-61/2' 3'-90 1/2' O4'-0' 91/2" v 6,-3- 1/4" PLATE GLASS USE 36'-2 1/2" 1. 2'-8' i. SELF CLOSING HINGE ON ALL ACCESSIBLE STALL DOORS NOTE: -9 9/2° 3 1/2" GRAB ARE F 4'-0" 1' 2'-7" 3'-0" BY TH LR 2'-7 1/2" , 2'-8' 6'-1' 2'-7 1/2' 6'-0" 3'-7' " D 9/4" PLATE GLASS 'TIMELOCK' 1/4" PLATE GLASS ♦ SAFE DECA . o a,p I •6 �3 pN W 38' HIGH i4 WALL ro 11 10' 3'-4' 90" 34' DR. GRAB 12 19 3/4" 3,-4" 14 0 %� •' I7 WIRE SHELVING _ { ► -10- 3 9/2" 19'-6' 71,� (SEE SHEET 6AJ 2'-8 2' 90FOR LOCATION)"1'-6' 3^ 1/2^ j,i��/2 t �-- I�C2; �� MINE 6017------------ ���=ii -• =='�i. III � � �� r'�• = == N_ _ _! ��= NOTE:1' -0" R � � OFFICE WINDOW IS TO BE 23 < • PROVIDED AS PART OF THE (a � NOTE: STORE FT PACT<AGE. <sD> v- USE 1 1/2'� T 32 - • COL O MA H EILTERIO _"_ STUDS Is E 1" 36<®` 33 24 EU OF 0 I 3 6/8 ET AL STUDS FfJ� CHANN FUR ALL W 4 Q{ T I 74 ° NBUL q 3STU 6 3 1/2' I rA 43 HAT CHANNELS 12'- 1/2' 3'^0 2'-8'JV3 9/2" 77 12'-0" 3 1/ — I HOOD 2 - L_ j 0 l Lu Q IV I w " N �®� e LL V ®O N � � J w w °P SLIDING LL Is ® �� r 8 WINDOW - ,• , 6" CONCRETE DUR-ROCK SHEATHING (NO FILLED STEEL N PLYWOOD) OVER METAL N PIPE COLUMN I I '' STUDS • 10" O.C. WITH 8" 8' H®RI O�CICING � 1�= 1'-4" IAL N0 "7- ---� ONCRETE ON THIS SHEET FILLED STEEL 6'-8" 6'^3 9/2" 61--THK CW A. PIPE COLUMN (6" _#K 1rW XT. WALL TILES EXT, WALL TILES 1'-3 1/2' 4'-0' 9'-3 9/2" 4'-99" 4'-0° 10'-8' 6'-7" 14'-10' T 1$'-10" SEE PLAN 2-#6 8' CONC o 8' CONC BARS \ /BLOCK N BLOCK - CORNDETAIL ER VERIFY WITH PLAN 3-#e BARS AT EACH END FRONT OF SHEAR WALL SCALES 9/2 ' = 1'-0° 8' CONC BLOCK GROUT SHEAR WALL MASONRY 100% CO SOLID 9/2' PANEL ON DOORS PLASTIC LAMINATE 'A' AND 'D" ONLY COVERED FLUSH DOOR - SECURITY TEMPERED WINDOW GLASS PANIC 98x30 BAR WINDOW • � �a IN OFFICE � DOOR ONLY — KICK PLATE KICK PLATE Door ❑L❑VATooN SCALE: 1/4 " tl 1'-0" Q J a '0 8 N r \ � SEE FRONT CORNER SOFFIT DETAIL THIS SHEET LINE 3a. �W SOFFIT LINE PFA 4 <®i 2 6 1/2" TYP. . �ORNSR GUARD ❑ .�� END OF WALL ❑ ���% � � � �I N � co r CERAMI LE TO CORN SEE SHEET 6A) 119' 1 3'-4' 3'^7 9/2' 2'-0' 9 9/2' I 4- �� ri M $8' i-gt3H WALL I TEMP. GL. r 'TIMFLOCK' c+ RECESSED ^ O ^ SAFE DECAL M9ERCHANDISER <0� 7 v v � D e °D •Y 9/4" PLATE °° co •r GLASS N SOFFIT LINE 1/2' � 6'-6' � 3'-7' � 2'-8' 21'-3 1/2' ADJUSTABLE ALUMINUM FRAME PLASTIC LAMINATE COVERED FLUSH DOOR NOTE: USE ONE STUD 1' DOOR OPENING HELD TISiHT TO WALL AT HINGE ROUGH OPENING SIDE DOORS ®c� OM DO (OR DETQL Q SCALE: 1' a 1'-0" 1 LEGEND: a- - 8' CMU WALL - 26 GAUGE GALV. STEEL STUDS — — AT 16' O.C. WALL (SEE GENERAL NOTE #1 A 16 ON THIS SHEET) DESIGNATION FOR 6/8' PLYWOOD 3FIEATHM(G IN LIEU OF 6/8' WATER RESISTANT 0.11 THROUGHOUT WALLS FOR SHELVING SUPPORT )SEE AL80 GENERAL NOTE #8 ON THIS SHEET) IL 0 WIN II 1 1 1/2' � 6'-6' � 3'-7' � 2'-8' 21'-3 1/2' ADJUSTABLE ALUMINUM FRAME PLASTIC LAMINATE COVERED FLUSH DOOR NOTE: USE ONE STUD 1' DOOR OPENING HELD TISiHT TO WALL AT HINGE ROUGH OPENING SIDE DOORS ®c� OM DO (OR DETQL Q SCALE: 1' a 1'-0" 1 LEGEND: a- - 8' CMU WALL - 26 GAUGE GALV. STEEL STUDS — — AT 16' O.C. WALL (SEE GENERAL NOTE #1 A 16 ON THIS SHEET) DESIGNATION FOR 6/8' PLYWOOD 3FIEATHM(G IN LIEU OF 6/8' WATER RESISTANT 0.11 THROUGHOUT WALLS FOR SHELVING SUPPORT )SEE AL80 GENERAL NOTE #8 ON THIS SHEET) IL 0 WIN II 1 1 Inu II� a z` cn m O w 0 a 04 rn nl �tJ oL� o eT �i No. SHEET No. Lu Llu Llu 8' HIM STREET ADDRES3 (ORIFNTATE TO MEET, VEIUFY LOCATION WITH CON3T. MANAGER) -- PRE-FINI-MED -� ALUMINUM TRIM r �A 9 r hl "I•IMELOCK' — Cp SAVE MAL to u 'a•� FLAG POLE LIGHT, INCLUDE IF FLAG PROVIDED ---._— ISENDYS 'SIERIES 11' FAMA $YS'T'EM 3UPPLIE?D BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. FINISH BRIGHT C051PER -,- �� ----- q.C. T+O INSTALL K OCKING BEHIND FA80IA TO tiUPPORT AND MOUNT FASCIA SISK BLOCKINQI PROVIDED WITH FASCIA CENI'GEFLIVE QV IMLOINQ - "'a---- BLIOCKINCI CENTERS STARTING I•. �. FROM CENTER OF (BUILDING X-11" B4OCKIN(# PROVIDED WITH FASCIA r� FACTORY FIN18 BRONZE" ALU �a C0A PA mTrm-rn-rur rrrmrrmS7fIIrm_ r RE FINISHED ALUMINUM TRIM FIXED 0LMO �1ciw Fi .4E7-.i�SR i. i, u _ ALUM. DRIP FLASHING (1'YI'ICAL OVER WINDOWS AND C ALUM. 3TORI;1 SYSTEI-A (TYP.) ALL 008S) - - - ----- -� - ---- - -- - -- —= — - --- _ �"y+ ifi.,.—:°�s1r9�il�iLd� .� ,_���t�lc'Ti,� - --- --- --- — ----- — ---- =--=HARD COAT STUCCO BRICK- E.OR C. Io T1ON BY OWNER- CONC. FOOI'fiI•Ie FRONT ELI-EVA ION1i 30ALEw: 1/4 " ='1''•l)" SCALE;: 1/4 " 1'-0:• \ CONC. FOOTING I.EgH`r vixTuns ISEE 13HEE:T #13) TOP OF CONUEREETE SLAB FLOOR WING, VERIFY mu'rINO HM(m'r rH MANUFACTURER . DRIP FLASHING SAL OVER ALL AYS AND DOORS) O $ILL _ IP, p �1 "as9 z) z i d:9 YJ uI ILM �D Z W 6� 4 dip 1�) Q -- i 15 r; Ca h�l �I V�•-1 I� f� .ter, ., ��.�I� Ull M ►t , lu'll 0_, �� poll f. (Co u� rX �o 0LAO yDYL r !' " ' / I I 1 `emu PLAN Y LLY 4 No. j� E2CQJ0) 0 j SMI La T Tdo, wo.4o 6 G`�1 16' 'VIDE x 6' DEEP x 9' HIQ',H SCUPPER W/4"x4' DOWNSPOUT. FINISH PEX-3 (TYP.) SEAL BETWEEN WALL AND AWNING FRAME WITH CL EAR SILICONE CAULKING FROM THE INSIDE OF - - - SEAL BETWEEN WALL AND AWNING FRAME ffl7H CANOPY WATER TIGHT. (BY AWNING INSTALLER.) CLEAR `R� LIQONE CAULKING FROM THE INSIDE OF PRE -FINISHED TYPICAL FOR ALL EDGES. CANOPY STATER TIGHT. (BY A6}Jf`.IINIG INSTALLER.) ALUMINUM TRIM TYPICAL FOR ALL EDGES. AWNING, VERIFY MOUNTING HEIGHT FACTORY FINISH "ERONZE" WITH ?MANUFACTURER � / QHTt� {IXT f#E3) CROWN CROW ME I AL FLASHIND BY UEN. CONTR.- IlffrffrmlTGTrrfffrrrnTr[[ PROVIDE 1/4' REVEAL ILIILLLILILIILLILLLLLILLLLLI III[ IIIILIRIIIIHILLILLILLIILLLLLLf --__ STCGRAGE �90DULFS S I O L r- PP(OVIDED BY OWNER AND (SEE SHEETS 7A & 7S)------------------ INSTALLED BY THE GENLERAL ---- CONTRACTOR. r - -r - r - - - - - -� ---.-__-. if N - - - ALUM. --DMP SLIDING GLASS FLASHING - - FLASGIINd�� _= ALUM. WINDOW - - - S"CE6`RANIJI W-- PRE-F,RI�;ATED a"CEiAftillld HARD COAT - - VYANL TIE — STUCCO .LB, _ WALL TILE --- -S" o CONCRETE FILLED ` STUCCC �RIC)t- STEEL PIPE COLUMN- -60' H10H NMINIMum 4"x4' DOWNSPOUT - _ --- -- (t AINT YELLOW) PROVIDE 1/4* REVEAL STUCCO SILLL (SEE SHEETS 7A & 7B) -- — MELDCK -' S' D CONCRETE FILLED STEEL PIPE COLUMN \ -" SLIDING GLASS TIPoiEba�GK' - 3AFE DECAL 00' HIGH MINIMUM (PAINT YELLOW) WINDOW UAFE DECAL CONIC. FOO NNG CONC. FOOTING PIPE DOWNSPOUTS UNDERGROUND � PIPE DOWN(31POU T 8 UNDEACAWROUND TO SITE DRAINAGE TO SITE DI RAIN>lAflE PRE -FINISHED - ALUMINUM CROWN PRE -FINISHED ALUMINUM TRIM a Q PAINTED ACCENT BA (SEE 3H T S 7A & 70 PAINTED ACCENT SAND (SEE SPITS 7A & 70) / TOP OF COURSE M & CONCRETE SLAB FLOOR WEINDYS 'SERIES II' FASCIA SYSTEM SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. FINISH BRIGHT COPPER ALUM. STOI /--SYST5m — CONC. FOOTING ROOFING CONTRACTOR TO PROVIDE AND INSTALL BRONZE CAP FLASHING FOR PARAPET WALLS AND COLUMN TOPS. STUCCO SILL ALUM. �3Y T FFRIE--FINRISHED ALUMINUM TRIM, IDE 1/4' REVEAL-- -- --- - - SHEETS 7A & 70)-- -- _ _-- - - - - ...--- - -- - ALUM. DMP IF ASHIN G---_--- (TYPICAL OVI, R ALL WINDOW$ AN[ (BOORS) -- --- PROVIDE 1/4" REVEAL--- `;�_- (SEE SHEETS 7A WENlDY:S "SERIES II" FASCIA SYSTEM SUPPLIED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. F'INI H BRIGHT COPPER PRE -FINISHED ALUMINUM TRIM PARiTED ACCENT RAND WE SHTS 7A 1 78) PAINTED ACCENT SAND (SEC SITS 7A & 78) ALUM. DRIP FLASHING (TYPICAL OVER ALL wIP)Dr�wa ANID DO®��) PAINTED ACCENT BAND (SEE SHTS 7A d 7B) —STUCCO 81L ^' � ' GONG. FOOTING LEFT BODE ELEVATKUN SCALE: 1/4 ' 4-0' METAL FLAaHIN BY QENl, HARD COAT ------ -� STUCCO SICK PRE- ALRICATED o� W.I.B. I __mN,4 'F 3 G3BONT c(NDE IELEVATMN SCALE: 1/4 . zT-0" IUI_ M LIU �1 LUl Q m Q ll� Lu Lu Lu I� LL IRS Iu C� LD I)� @c IJw (m L.II Z �y LID CCU L�1 Lu l� )> -A — �— 9/4 "lr 3/4 PREP OAK BATTEN STRIP) ■ --_---~ (TENIPIERED (TEMPERED c:il_A'i3 \ 9x2 6N 9x4 (FINISH 8-9 TYP-.)--- wo. CROW 1. ----- --- IFIt�ISH 3-I) r' w co to ■ PIERS P-ETWEEN WINDOWS RECEIVE SAME WALLCOVERING DECORATIVE AS WALLS. (TYP.) LIGHT WALL FIXTURE (E-D DE0ORO lx2 TOP Aid®' BOTTOM CHAIR - RAIL (FINISH 8-1) �► W a . OO • --=_-__-- (GLASS) (LASS) (GLASS) (G! A33) .� tGLASS) (OLA33) IL e' A ■ STOREFRONT ORLFRONlfco 3TOREFRONT (GLASS) 'NALLCOVERIR9G W.- IeD ■ �- � O A 1 r N ■ W TLLE BASE TRANSITION AL -I jh!S 1111TH FLOOR TILE TRANSITION /' W D 1 n? � ■ �4 h? N ' ■ IIWML/ Unas 'a E�rvr,r,s -"-`-' •"'-• 1 Idb 6i'r1Vb V 1 loc \ 1 1 i / WOOD BASE- o CARP51' L 7 (f B l3) WoRE SHELV HA CLOSET. i O i W TYPICAL DINING ROOM FINISHES & UO�IiEN=NS ISEE SRT. OS FOR WD TRIM DIMENSIONS lx6 WOOD BASE L 9x2 D8-1) e rARPES ..� SAS TILE SASE o TILE (TYP)14 IN (FINI ly n TILE BASE �q TILE (TYP) �i J WOMEPJ "ADA" 11 CESSED FIRE (TINGUISHER I ........ s. - v ..u- • u d Y-) 1-- (: M Cl cc 1 � Lu 0� ._. Lm CCLu �i Z iLL 0Lu z(4) 0 Ix - z eZ < �� Cc o � M 0 VJ U OP� �0 a— E; o Q ,4 U U �v4&\--j (Lll �' CD OrO2o 0Z .- G2.. Emma ® W ® �> ® LOA mom NuLim /mom$ uji u=,. cU tee, w 0 j LLL ®� rc W 0 �.. IL zIzz.z® �J ®> :SEAL (L➢Jl i �?a MJ! LLC.LJI LiI 'PLAN No. � JOB No. SHEET No �fl�l W0406 __. �z. Cams. _1-- L I. _ 08 > UOO CAP WC-13 —.. r4 NF+ 1x2 ON 1x4 ' WD. CROWN (FINISH $-V ' � N . WALLCOVERING 4-A WC-B WI+V OqV • lx2 TOP CHAIR ' RAIL. . (FINISH 8-) Nrt� 1x2 BOTTOMS OHAIR RAIL. • (FINISH' S- ) WALLCOVERING' N WC-C ' , � , ' � • wig w�. Nt C N� (F w N N�+ O NiJ• R lx$ WOOD BASE 1x2 D. BASE TYPICAL (�lNWc� -- I ®CARPET (FINISH 8-� `>) ROOM FINISHES & I TILE BASE . TILE (T 1 WALL DECOR COMMENT CARD BOX TILE 11 RECEI SEE $ TILE BASE e TILE (TYP) FRONT COUNTER SIT$ ON CONCRETE SLAB. CO.PKIT I AMIFIATP =1N 3' CORIAN rrzz�, rt\ o rF�% n n n r� rt\ n Ff, � Ti, n r.\ n fFiFINISH PL-3).... NOTE: TOP TILE BELOW BOTTOM CHAIR RAIL TO BE A FULL 12'x12" TILE 6/8" PLYWOOD OR DUROCK 12" X 12" TILE — :A «..« CARPET FINISH 8" CONCRETE BLOCK 16' O.C. 3/4' MITL. HAT CHANNEL 16' O.C. n 0 RC M tL a W iv E r Q 5� 0 ME DD EML AT BASE W � GNU o UCH AREAS @ CARMET FUROR WHERE TILE IS USED (SEE SHEET 4) NO SCALE 1= = =1 WALL O DECOR BASE TRANSITION II f S WITH FLOOR TILETRANSITIONRAN TION TILE WOOD WOOD BABE . CARPET CARPET SCAB NG LAYOUT INSTALLATION NOTES O INSTALL FIRST PIECE OF 81'-0' ROLL ADJECENT TO WALL AS SHOWN. (44'-0') INSTALL REMAINDER OF 81'-0" ROLL ADJECENT TO WALL AS SHOWN. (38'-0") O USE THE PIECE LEFT OVER FROM NUMBER 1 TO FILL THE VOID LEFT BY NUMBER 2. (MATCH PATTERN) GENERAL NOTES MATCH PATTERNS, TRIM SELVEDGES AND BUTTER ALL TRIMMED EDGES WITH LATEX ADHESIVE PRIOR TO SEAMING,. HAND SEW OR USE S" WIDE ORLON SUPER 3 PREMIUM HOT MELT TAPE FOR SEAMING. AVIOD ANY SEAM THAT MEETS THE TRANSITION STRIP. POWER STRETCH TO ARCHITECTURAL TACKLESS STRIP/TYPE C OR WENDY'S ALUMINUM TILE/CARPET TRANSITION STRIP. REFER TO MANUFACTURERS INSTRUCTIONS FOR DETAILED INSTALLATION INSTRUCTIONS PATTERN REPEATS US AXMINSTER: AMAZON - 18"xl8" US AXMINSTER: SIERRA o 18"x92" DECORATIVE TILE FT-1 KITCHEN CHEN TILE FT-2 ACCENTS FT-3 ACCENTS FT-4 FLOOR T LL.ED C ARP T PLAN SCALE: 1/8 "a1'-O' 6/8" WATER RESISTANT DRYWALL OR 5/8 " PLYWOOD (SEE SHEET 4) F.R.P. "J" MOLD BULL NOSE COVE BASE (QUARRY TILE) QUARRY TILE ME ERAS DC TM o FRP WALL WHERE FRP PANELING IS USED (SEE SHEET 4) NO SCALE NOTE: TOP TILE BELOW BOTTOM CHAIR RAIL TO BE A FULL 12'x12' TILE 5/8' PLYWOOD OR DUROCK 12' X 12" TILE BULL NOSE COVE BASE (QUARRY TILE) OVER 12X12 FLOOR FINISH SEE SCHEDULE ON A-4 EASE 3/4' EDGE �� lV 8' CONCRETE BLOCK EASE 3/4' MTL. HAT CHANNEL EDGE 96' O.C. iv 1x2 ON 1x4 WOOD CROWN 8' CONCRETE BLOCK 16" O.C. 3/4' MTL. HAT CHANNEL 16' O.C. ME DETM AT BASE ON PU o OCC AREAS o ME FUOOR WHERE TILE IS USED (SEE SHEET 4) NO SCALE 0 y � c a a a W a1� 2a 0 to oQ a a� r x a vs to ii " EASE EDGE °r EASE EDGE C 1x2 TOP CHAIR RAIL -- EASE EDGE EASE EDGE 1x2 BOTTOM CHAIR RAIL EASE EDGE 12' X 12' TILE SEE DETAILS FOR BASE CONDITIONS 9 CARPET OR TILE FLOOR FINISHES THIS SHEET TOP OF CONC. SLAB 3/4' $/4" FACE OF DRYWALL 'FOOD TG30M/ MECC S QDHN cG ROOM ELEVATDO NSA p SCALE: HALF 312E SEE PLANS 2x4 OAK HANDRAIL BY GENERAL CONTRACTOR (EASED EDGES) (FINISH 1/2 "x 1' CHAPdNE TOP PREDRILLED —� - -- — I I 1/2 SQUARE V SQUARE TUNG TUBING PO8 r` a s ZIG-ZA'3 BAR$ TO PLACED IN SUCH A AY ao THAT NO OPNQ. WOULD ALLOW A 4" 6 A. � SPHERE TO PASS THROUGH. POST SERPENTINE TO BE POWDER COATED BY PROTECTOR, FABRICATOR REFER TO FINISH SCHEDULE FOR COLORS EXTEND POST INTO FLOOR HANDRML E EVATONS NO SCALE zc -d O (o Lu 6(o 00 LU < ' > y LU rj Z ¢ L� ® u z 9) z aL9 < � a= r � CD ... U J -� - gel ri Q0 \ 0 l V G� � l l � I 0 Q 0 r� x 00 a- =jj 00 z Lu ou <1 O O � 0 "Jul 1i MI < �l U- SEAL PLAN No. 8) GE-2 00 JOB ®. SHEET No. W0405 0 G- am 771 am 0 am C� ja GL -4 Im Lu C� a — am C'- Cil- r� Lu am C�1 0� n (�J L�l CJ� a �I pu IAA D=IlD aim C�3 05 C� LIU am a - cal (L C� Im am 02 ICI URINAL _1 I S2 MEN183 TOUT ROD CUM SEE DETAILS EELOW :SCALE: 1/2"aT-0' TOILET T 13 'UE D13PENSER ------ \\---------_ n TOILET --Z) `� --..-y — J I' MINIS TOUT ROOM SEE DETAILS EELOW :SCALE; 4 1/4 'x4 1/4 ° CERAMIC WALL TILE - ACCENT: 0-4 4 1/4 "x4 1/4 ' CERAMIC WALL TILE - FIELD: C-1 CERAMIC TILE COVE BASE (TYR.) �3 MEN'S TOILET ROOM SEE DETAILS EELOW SCALE: 1/2'a1'-0' TOILET TISSUE DISPENSER TOILET TOILET (j u WOo M EN'S TOILET ROOM SEE DETAILS BELOW SCALE: 1/2'a1'o0" Q TOILET � ri u II it U I II 7 A i-10 GA. B.S. END PANEL W/ 1 1/2" RETURN SECURED W/ (6) S.S. LACi BOLTS. LfflROR -- — — PAS VANITY a NTAIN fu11N. 30" ° LEARANCE B/N , 00 SUPPORT & SIDE WALL ° °00 SO' MIN. CLEAE; � �31 WOME N'S TOUT ROOM —/ SEE DETAILS EELOW SCALE: 1/2"-1'-O" ALL TILE (0-4) CCIENT 1/4 ALL TILE (C-11 IELD TART WITH ULL TILE BOVE BASE ERAM10 TILT; OVE BASE TYPCAL TILE URNAL SEMI- �ECIESSIEL (AND )RYE€i 3ROTRUDI 19 MORE THAN 4" -ROM WA HAND DRYS ICE.■.......... 10 NEON ..■ ■■ ■o no MEN lid i ■ f I n FT - ► = T R i MIRROR RE.,� -�„ Ly;a ED HAND DRYER O GRAB BAR ----—) O TOILET I 4 1/4 'x4 1/4 ' CERAMIC WALL TILE - ACCENT: C-4 4 1/4 "x4 1/4 ' CsRAMIC WALL TILE - FIELD: C-1 yERAN1IC TILE ^,OVE BASE (TYP.) Ong W DOME N'S TOILET ROOM SEE DETAILS EELOW SCALE: 1/2'31'-0' PROVIDE 2x6 WOOD ELOCKINC IN WALL FOR ANCHORAGE OF CRAB MARS. i 42" GRAB BAR 30" CRAB BAR TOILET TISSUE DISPENSER 3'-0" 1'v0' HOLD GRAB BARS TISSUE TYPICAL TOILET ROOMA DIMENSIONS SCALE: 1/2'a1'-0' D i SIDE WALL OR STALL PARTITION CENTER TOILET IN STALL IF 49' DBL. BOWL NOT — HANDICAPPED 31' SINGLE BOWL � ® I f+1 re 4 1/E1, "Y0 1®yl ' CEIA„AIN90 WALL TILF - ACCENT: r,,4 4 1/4 "r•l 1/el " CERAMIU WALL TOR - FIELD: 0-1 COMAN TOP P 10 GA. U.;,'�. EJAD I`ANIFI, Al/ 1'if" RETURN WB (r"-) LAQ WLT5. CERAMIC TILE 1,OVE bA'- F (T YPA MIRROR SEE KEE'T 4 F(08 13IZE TILE CONT. EaHIND MIRROR UORIAN VAN11TY/SINK (SEE DETAILS THIS $HEET) VANITY .ter ab \ -- - - --- a 7a1111ROR RECESSED HAND DRYER �l 0 LJ CRAB BAR TOILET MIRROR VANITY it Uu� E IN''>> T Co)0L I E T GAO0M -_ '31EE DETAILS 5ELOW SCALE: 1/2%T-0' 'QII_.E f I I i I �- 2" WIDE CORIAN BLOCKING 10 e,A. TXl' S.S. ANGLE - SECURE TO WALL W/ (0) B.S. LAG SCREWS CORIAN TOW 1O CIA. '3.& END PANEL V1/ 1 112" RETURN SECURED WO (0) 3.8. LAG BOLTS. /CERAMIC TILE COVE BASE- (TYR.) 17 'v�,,lCc>>I1/lIEN' TOILET ROOM GCE DETAIL°5 PLOW fl1�1Y NOT OCCUR IN THB PLAN FIF) AIPER TOWEL & WASTE PROVME STUD A3 SHOWN CERAMIC TILE BOAC CORIAN VANITY wANTEORAL BOWL (PLAN OUT IS EELOW LEVEL OF VANITY TOP) 2" WIDE CORIAN EL1 R)CKIN ANCHORED 'N/ S.S. ANGLE SECURED TO WALL. MIRROR NOTE: O.G. TO FURNISH AND IPA; HANDIBAR PROTECTIVE C TO EXPOSED GRIPING AT LAVATORIES PER LOCAL ACCESSIfuILI l Y CODES. ----A—\---------r� B.S. SKIRT CORIAN BOWL 10 GA. S.S. END PANEL SEE ELEVATIONS 11 10 THIS 3HEEET SECTION THRU VANITY SCALE: 1 1/2 ' T-0" T-7 1/2 ' ICORIAN VANITY) v SCALE: 1 1/2 a T-O' TILE OF FAN a� OF SKIRT TILE YWALL BONE CORIAN VAMTY wt INTEORAL BOWL 3" CORIAN BACK SPLA;SVI ® OACK & WIE SV E BONE CORIAN VANITY wlINTEGRAL BOWL 1/2" CORIAN FACE 12 GA. ERUSHED B.S. 'U' CHANNEL FRONT FACE WELED TO SIDE FACE 10 GA. S.S. END PANEL NOTE: U.S. FINI3H TO M, EflUSHED Vl/ SMOOTH EC.0i WELD ALL FACES. S.S. END SUPPORT SECURED TO WALL INSULATE & PROTECT EXPOSED PLUh1nNG U-.: LIU �0 LIM U•— U�m K-D LIU U� CSC UA 1� �m Q� Q� LIM LIU ZZ cic 0) UL _-D OL LOA L LIU ILL C� LIU LIU C� Lu LIM U� Its EX �a LOA LIU LUI� a W G� o-� (u IL2U C� a� �v 410 LU Q� 0 IUll LIU lF� LIU VLJ LIM �La u� 11 LOA CC(- G E a']c EifI LOA LOA �o U�� VANITY SECTION A -A SCALE: 1 1/2 a T-0' W's Emp �.RSE (Fi-2) 4 1/4 'x4 1/4 CERAMIC WALL TILE I i FRP __ PANELING C� o PUW TIMER PUW TEAM C11 CHART HOLDERS C1S -� ADSET BACKUP ®� G10 E08 Q'1S C,18 F1 L12-8 Doi L11-6 �0�# �- L06 STAINLESS STEEL PANEL-,, 08 L02 00 O O ❑ ❑ J0�& 0 � 0 J03 TILE COVE BASE (FT-2) 1 1/2 " CONDUIT w/ J-BOX • 40' FOR CASH REGISTER SYSTEM (QUAD BOX w/ A SINGLE DUPLEX AND A BLANK) II II (I o s L11-8 � � a FRP PANELINQ\ y u T07 L11-8 L12-8 N01 L12-0 FRP PANELING 8 FRP PANELIN L19-0 L13-6 883-i 20 E11 L22 S93 T18 02 �G 9> BASE (FT-2) 6,4E (F`P-2) / J-BOX FOR REGISTER CIRCUIT FRP Lrt e PANELING Pd12 ELEC. ELEC. PANEL ELEC. PANEL "A" PANEL P/i1f> ELEC. PANEL "Br FIRST AID HORIZONTA 'MDP" DISPLAY HOLDERS L01 o w � a w w x F- � t" LU z Lu LU Mix w d Z p0 -�=• tAS. bI `9 L�uy� (0 _z 0 0 z ix ®7 Lu- oLO Q Qq — 0 Cf� N 0 � o�— �Q — -- QQ CU a Q W Q m j ILU I� Lill �❑ U� z z 7 SEAL I PLAN No. JOB No. SHEET N W0405 b DO> BASE ( T-2) FRP PANELINb� L11-9 L.12-�e V0� L03 D01 HORIZONTAL AND VERTICAL DISPLAY HOLDERS V11 C� a Y BUNIPE3AR #1 V13 03 OPERATION D07 ElMANUAL OLD LlMOLDER TILE COVE BASE (FT-2) 886-1 2® FRP PANELIN----''-," L92-8 L91-0 883-04 L03 -4 a - a L12-6 u ® L11-91 _ 04 ° ° Q T02 a J-MOLD` T21 I I I T07 i 17 T" j I I _F TILE COVE / BATE (FT-2 L13-8 -) �_ L92-8 3s" 4�> 381-4 69 1/2 " 48 1/2 10 1/2 " / SOE STORE ROE / PLAN MANAGER PLAN 7� ��;/SAFET FSE AND \ � EAL7 UALIT 16 NI ARKE \ A86UR. PECIFI O o 0 ` o 0 881-2 77 1/2 " 06 1/2 " 66 1/2 " 46 1/2 " 10 1/2 " Rzn 881-3 66 1/2 " 67 1/2 " 48 1/2 " 110 1/2 " I sar6��� 79 1/2 " s� 70 1/2 " 66 1/2 " 32 1/2 " 10 1/2 " IN OLDER/FREEZER ELSE V AT�O S D12 6- X ct y �,.. a Qs w E (1J LU z W TIL LLO z� cz c do Y' ° uuO ca C)_' a td 0 ram-, O � wiz C MR � O U1 `� �1 `C LU u via LU 1U1.11 C!!J �n� �'ui p lz0—RLM �1uUuN.u1� SE L i PLAN No. JOB No. SHEET No. W0405 GE �1 c� Q �1�11J G-- 00 ll-- [�l Lu C� it C-a ii Cam. ur LU C47 r Lu w IU I� LU IUD C� L� Lu VD5 LU CG) yyJ 0 LU 03 0 LU �I LIU t� rr W f� La IUIR Cf� STAINLESS STEEL EXHAUST HOOD PANE DUR-ROCK WALL BOARD METAL HAT CHANNEL ®16'OC. SEI 16' WIDEx6' DEEP SCUPPER W/ 4'xA DOWNSPOUT SEE "WALL TOP DETAIL" ON THIS SHEET -_ L ' d ;;, a' 4 SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN ROOF MEMBRANE UP WALL AND UNDER PARAPET CAP 4'x4' CANT STRIP (TYP,) — 3' RIGID INSULATION ROOF SHEATHING SEE STRUCTURAL DRAWINGS SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT. 2x LEDGER, SEE STRUCTURAL DRAWINGS SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT. 2x LEDGER, SEE — STRUCTURAL DRAWINGS 1' HAT CHANNEL o 16' — 00. AT HOOD WALL ONLY, f I� 81 INLE88 BTEEL - E AU8T HOOD, D - K WALL BOARD —\ DOWN TO FLR, Cyr' ° C� SCALE: 1 1/2'=1'-0' � x WOLMANIZED ELOCKII PRE-FIM8HED ALUMINUM -- -� TRIM, SUPPLIED BY OWNER AND INSTALLED BY G.C. ° 1/4" REVEAL (TYP.) R 0 ° 1/4' REVEAL (TYPJ 7° VERT. REINFORCING SEE STRUCTURAL DRAWINGS COAT STUCCO FINISH FRYER I 8 / ASSEMBLY 4 AT STEEL 8TFELSUPPLIED d PA IL 1/4' REVEAL (TYP.) INSTALLED BY EQPT. CONTRACTOR TO 4 CO OIER PORTIONS OF WALL UNDER THE EX AUST HOOD, 4 6 6/8' DUROCK OR MARINE PLYWOOD mi�' FR FIN. FLOOR TO 12' ,F.F. J. STUCCO STOP TILE s 4 d 142 �4o� ? o5 j oN OO oQoOo 9 n0 n0 n0 n0 0 n0n0 n0n0 •, 8" CONC, BLOCK 49 4 d - •iq .a dd•e, a •• "o, q •a 2'-0" o D SCALE: 3/4 1'=0' ___Az �A 00 u C4 NOTE: EXPOSED DRIP EDGE TO BE PAINTED TO MATCH ADJACENT TRIM TO BE SUPPLIED BY OWNER. DURO-LAST PREEFABFI 2 1/2" DRIP EDGE WI' FACTORY WELDED SI FASTEN TO HOLD MEMBRANE IN PLACE PREFABRICATED ALU) TRIM. SUPPLIED BY AND INSTALLED BY C PREFABRICATED ALUP STRINGER (TYPICAL) WALL `SOP DETM SCALE: 1 1/2' s 1'-0" 2x WOLMANIZED BLOCKING PRE -FINISHED ALUMINUM TRIM, SUPPLIED BY OWNER 7- AND INSTALLED BY Q.C. 1/4" REVEAL ITYP.) —� R w ° HARD COAT STUCCO FINSH 1/4' REVEAL ITYP.) FLASHING PROVIDED WITH COOLER/FREEZER BOX \ --COOLER/FREEZER BOX Ile ° SUPPLIED BY OWNER g� AND INSTALLED BY BOX MANUFACTURER. STANDARD 8' CONCRETE BLOCK 1/2 ' EXPANSION 6' GONG, JOINT SLAB e .l PWn sc° ' a nn°�°n°n°n°� 8' CONC. BLOCK v-- S 4 ,, v•4• 24" x 12" CONCRETE FOOTING ® ' < ' a ME STRUCTURAL DRAWINGS 71 44 •a,j " : `' -OR REINFORCING d dq 4 Q • d' d 24' x 12' CONCRETE F TIN SEE STRUCTURAL DRAWINGS FOR REINFORCING o � SCALE: 3/4 ' = 1'-0' JA FASTEN! DRIP EDGE 8" ON CENTER (MAX.) 1/2" PLYWOOD FASTENED AT S" O.C. TO 2x NAIL.ERS AND METAL BOA( COUNTER SINES HEAD OF J-BOLT TO ALLOW FLUSH CONTACT B/N BLOCKING & ROOF DECK DURO-LAST MEMBRANE TRIM CAP. INSTALLED PER MANUFACTURERS SPECS CONT. 2x WOOD IRL.00KING° (AS REQUIRED) BY GENERAL CONTRACTOR 8" CMU WALL SEE "WALL TOP DETAIL" ON THIS SHEET TURN ROOF MEMBRANE UP WALL AND UNDER PARAPET CAP 3' RIGID INSULATION ROOF SHEATHING SEE STRUCTURAL DRAWINGS CONT. 2x LEDGER II SEE STRUCTURAL PACKAGE FOR ADDITIONAL INFO. BLOCKINQ AT TOP OF PLYWOOD (TYPICAL) ------FIRE STOP SUSPENDED CEILING VERT. REINFORCING SEE STRUCTURAL DRAWINGS 'FRP' WALL PANELING 6/8" MARINE PLYWOOD FROM 12' A.F.F. TO Co 6" ABOVE CEILING METAL HAT CHANNELS AT 16' 0.0, WITH FOIL FACED VAPOR BARRIER BETWEEN "4 V 1 6/8" DUROCK OR MARINE PLYWOOD FROM FIN. FLOOR TO d 12' A.F.F. •' ---TILE BASE d 0 7`— ?,0�° z I °�°�° a:' d °n°non°r°�°°n°no �� le -'`— 8" CONC, BLOCK 1 24' x 12' CONCRETE FOOTING ° da•a •. a •; o• n'.o SEE STRUCTURAL DRAWINGS 4 d, • .y d' , ` _ FOR REINFORCING s SCALE: 3/4 ' = T-0' n NOTE: 'DUROCK' 18 ACCEP I AULE IN LIEU OF MOISTURE RESIS (AN ( PLYWOOD. O.C. TO PROVIDE BLOCKING ' AS REQUIRED SEE STRUCTURAL DRAWINGS FOR DETAILS SINGLE PLY FULLY ADHERED ROOF MEMBRANE ITYP) TURN ROOF MEMBRANE UP WALL AND UNDER PARAPET CAP 3' RIGID INSULATION ROOF SHEATHING CONT. (2) 2x LEDGER SEE STRUCTURAL PAC FOR ADDITIONAL INFO. WOOD JOIST BLOCKING AT TOP OF WALL BOARD (TYPICAL) SCALE: 3/4 ' = 1'-O' ROOFINQ FASCIA SUPPLIER TO PROVIDE FLASHING AND COUNTERFLASHING TO BEAL FASCIA SYSTEM /--EDGE TRIM PROVIDED BY ROOFING INSTALLER 4 1L i� < a 0 Z � 0 �ci: Z< ull 2 0 e <a Lu 0 z Z ul ci � n 3 l� �--•� a � a V) O a a o p o rl l a H 0 IT� Q C) �n rrunn __J 6fl.0 ijr �1 O < [ul U (lL Kir z z 0 11�1 Lu w S' i PLAN No. E 22`✓OoOo V,� .ADO No. SHEET No. W0405 7 Q �-I c0 0 (ODis 0 cal- LuLuL U— m a= 2� La RAO f)� IME Cc� [IA„ D.U.D C0 L�l.11 Ila- �.i 0 II.t1J) �nl w (La ai �w r5 LL. q �I U Qdl�l Lu Via Lu—J LliL. Lu �y n�nn1111I u�4dl 7 Lu Gam', < 0�D a VJ RA m a a� LL O a 0 0 2x WOLMANIZED BLOCKING OR RIGID INSULATION PRE -FINISHED ALUMINUM TRIM, SUPPLIED BY OWNER AND INSTALLED BY Q.C. - 20 FRAMING 16" O.C. \ TIED INTO ROOF JOISTS 6/8" DRYWALL -�_1 SUSPENDED CEILING LAY -IN CEILING WALL COVERING WC-B I SEE SHEET 6B FOR WOOD TRIM DETAILS e , 6/8' DRYWALL TALL COVERING --� IC-B \ 0 CL \\ HEADER DD ETML OVER COUNTER � SCALE: 3/4 " ■ T-O" `] D SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN a ROOF MEMBRANE UP WALL AND ON PARAPET TOP SEE "WALL TOP DETAIL" ON SHEET 7-A ° ROOF SHEATHING: SEE STRUCTURAL DRAWINGS VERT. REINFORCING SEE STRUCTURAL DRAWINGS 3" RIGID INSULATION x u 2x90 JOIST CUT N io AND SLOPE GROUT BLOCK — �_ ' SOLID - - a 1/4" REVEAL SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT. 2x LEDGER p SEE STRUCTURAL C4 , DRAWINGS 'V 8' BLOCK s e RkQ Q LINTEL SEE STRUCTURAL DRAWINGS ' . 7- STAINLESS STEEL ANGLE AROUND OPENING OF PICK-UP WINDOW. (BY G.C.) SEALANT ° STUCCO FINISH BEYOND WINDOW SEALANT SILL FLASHING AND SEALANT STAINLESS STEEL ANGLE " TO MATCH STOREFRONT AROUND OPENING OF PICK-UP ® BY STOREFRONT MANUFACTURER WINDOW. (BY Q,C.) C�1 e HARD COAT STUCCO FINISH METAL HAT CHANNELS 7 e AT 16' O.C. WITH ol • FOIL FACED VAPOR BARRIER BETWEEN p 00 9/4" REVEAL 6 e 6/8' PLYWOOD FROM "a " p 8' BLOCK ABOVE CEILING ° HORIZONTAL MASONRY REINFORCEMENT • 16' O.C. a VERT. (TYP.). ° ® 6/8' DUROCK OR ° 4 •p MARINE PLYWOOD N VERT. REINFORCING ® FROM FIN. FLOOR TO SEE STRUCTURAL 92* A.F.F. DRAWINGS 3 o QUARRY TILE FLOORING z p �6 0� Do ����� 0� �� �0 �o°�o r ° STUCCO --� d o(7 oC7 o ) QC )0i, 0C 5 0C 5 6( o 5 oC7 oC%7 Q 8" CONC. BLOCK 9" ° 24" x 12' CONCRETE FOOTING qq a e 'o ; '' ' 4 ,a SEE STRUCTURAL DRAWINGS a °, , a 'a `gel FOR REINFORCING SCALE: 3/4 " ■ T-O' 2x4 FRAMING 16' O.C. TIED INTO/ROOF JOISTS 6/8' DRYWALL / SUSPENDED CEILING CORRIDOR LAY -IN CEILING — WALL COVERING WC-B BEE SHEET 6B FOR WOOD w ma TRIM DETAILS 6/8' DRYWALL 0 cL WALL COVERING Gq © WC-B \ 0 0 HEADER DC TML AT HALLWAY L SCALE: 3/4 ' T-O' p SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN 2x WOLMANIZED BLOCKING ROOF MEMBRANE UP WALL OR RIGID INSULATION AND ON PARAPET TOP PRE -FINISHED ALUMINUM TRIM, SUPPLIED BY OWNER SEE "WALL TOP DETAIL' AND INSTALLED BY Q.C. —� / ON SHEET 7-A PRE -FINISHED ALUMINUM TRIM, SUPPLIED BY OWNER AND INSTALLED BY Q.C. 9/4" REVEAL METAL DRIP 'vm 8 FLASHING WNING BY GLOBAL G" AWNING L.L.C. FIELD z VERIFY MOUNTING HEIGHT < WITH MANUFACTURER ` 8x8 WALL TILE Lu 6' THK. BLOCK (GROUT SOLID) ° LINTEL SEE STRUCTURAL - ` ® DRAWINGS gr� n DRIP TO MATCH ® WINDOW FRAME cc cc SEALANT LL SILL FLASHING AND SEALANT TO MATCH STOREFRONT 4" THK. BLOCK UNDER WINDOW ° (GROUT SOLID) 1/4' REVEAL (TYP.) SEE SHEET 8A FOR BEARING DETAIL STUCCO STOP ROOF SHEATHING: SEE STRUCTURAL DRAWING 2x ROOF RAFTER, SEE NOTE M 3'e PVC PIPE - FLASHING BY ROOFING CONTRACTOR `L CONT. 2x LEDGER, SEE 4 STRUCTURAL DRAWINGS STAINLESS STEEL ANGLE AROUND OPENING OF PICK-UP WINDOW. (BY G.C.) SEALANT METAL INFILL PANEL PICK-UP WINDOW SEALANT STAINLESS STEEL ANGLE AROUND OPENING OF PICK-UP WINDOW. (BY G.C.) METAL HAT CHANNELS 7 AT 16' O.C. WITH 7`t FOIL FACED VAPOR BARRIER BETWEEN 9/4' REVEAL— ; 'g '; 5/8' PLYWOOD FROM 12' A.F.F. TO 6' e 8' BLOCK ® ABOVE CEILING HORIZONTAL MASONRY ;C, REINFORCEMENT • 18' p VERT. (TYP.). ° 6/8' DUROCK OR '4 MARINE PLYWOOD Cam` VERT. REINFORCING p FROM FIN. FLOOR TO Ze' SEE STRUCTURAL 12' A.F.F. DRAWINGS If FRI •�• o y o• a f d n a n°n°n°n onnnno Do �a STUCCO STOP on°n°r) An An e P 8' CONC. BLOCK R 4 a- a a " 24' x 12' CONCRETE FOOTING 4a o• , a o ; ,, SEE STRUCTURAL DRAWINGS w ` , o FOR REINFORCING 2'o®w z Y" SCALE: 3/4 " ■ T-0" SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN ROOF MEMBRANE UP WALL SINGLE PLY FULLY ADHERED AND UNDER PARAPET CAP ROOF MEMBRANE (TYP) TURN $' RIGID INSULATION ROOF MEMBRANE UP WALL AND UNDER PARAPET CAP SHEATHING: SEE STRUCTURAL DRAWINGS 3' RIGID INSULATION ROOF SHEATHING SEE STRUCTURAL DRAWING SIMP80N HANGER SEE STRUCTURAL DRAWINGS CONT 2x LINTEL, SEE STRUCTURAL DRAWINGS TRUSS WEB STIFFENER TRUSS JOIST SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT 2x LEDGER, SEE STRUCTURAL DRAWINGS W SEE "WALL TOP DETAIL' ON SHEET 7-A PRE -FINISHED ALUMINUM TRIM, SUPPLIED BY OWNER AND INSTALLED BY G.C. 1/4' REVEAL (TYP.) p 00 SIMPSON HANGER �\ SEE STRUCTURAL DRAWINGS ` SEE SHEET 8A CONT. 2x LINTEL, SEE -- FOR BEARING DETAIL STRUCTURAL DRAWINGS SIMPSON H6 Cx4' CANT STRIP ITYP.) TRUSS WEB STIFFENER VERT. REINFORCING TRUSS JOIST -� SEE STRUCTURAL CONT. 2x LINTEL, SEE DRAWINGS STRUCTURAL DRAWINGS 1/4' REVEAL r— CONT. 2X6 LEDGER ATTACH TO WALL W/ 1/2" DIA. A.B, 48" O.C. ° 2x4 BLOCKING / 4 ate--• 2X6 CEILING J018T ' • 24" O.C. ; 1 1/2" DRYWALL CEILING •a 1 5/8' WATER RESISTANT aQ GYP. WALL BOARD TIGHT $'-0' A.F.F. TO ROOF : 9 DECK HARD COAT STUCCO FINISH METAL HAT CHANNELS 99 AT 16' O.C. WITH a FOIL FACED VAPOR ' BARRIER BETWEEN a 9• : ° VERTICAL REINFORCEMENT ° - SEE STRUCTURAL DRAWINGS (9) g aq 8" BLOCK . 08 1/4' REVEAL ° VAPOR BARRIER a7 12'x12' TILE ON 714 HORIZONTAL MASONRY 6/8' PLYWOOD '` p REINFORCEMENT AT 00 OR 6/8' DUROCK 4 8 10' O.C. VERT. (TYP.). FROM 12' A.F.F. TO a T-0' A.F.F. ° 6/8' DUROCK OR gyy 6 ' MARINE PLYWOOD q FIN. FLOOR TO 12' A.F.F. mFROM a as 4 on°n°n°r°�'nr°�°n°n°n°n ` �u a STUCCO STO --- 8" CONC. BLOCK P ° 4 a . ' a " 24' x 12' CONCRETE FOOTING SEE STRUCTURAL DRAWINGS v FOR REINFORCING � a ° °. ' • q ®l At 2'-0" I I lll_N� z"ll F SCALE: 3/4 ' a 1'-0" jJ oD NOTE: 0.0. TO PAINT ALL EXPOSED STRUCTURAL STEEL PEX-3 UNLESS OTHERWISE NOTED, NOTE: "DUROCK' I3 ACCEPTABLE IN LIEU OF MOISTURE RESISTANT PLYWOOD. Q.C. TO PROVIDE BLOCKING AS REQUIRED SEE STRUCTURAL DRAWINGS FOR DETAILS SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN ROOF MEMBRANE UP WALL AND ON PARAPET TOP SINGLE PLY FULLY ADHERED ROOF MEMBRANE (TYP) TURN ROOF MEMBRANE UP WALL AND UNDER PARAPET CAP 3' RIGID INSULATION ROOF SHEATHING SEE STRUCTURAL DRAWINGS SEE SHEET 8A FOR BEARING DETAIL SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT. LEDGER, SEE STRUCTURAL DRAWINGS SIMPSON HANGER SEE STRUCTURAL DRAWINGS CONT. LEDGER, SEE STRUCTURAL DRAWINGS V METAL FURRING STRIPS FIRE STOP --- SUSPENDED CEILING 6/8' GREENBOARD TIGHT TO ROOF DECK (2)- 3/4 'x1 1/2 " WOOD TRIM 3/4 'xl V2 WOOD TRIM CORIAN BILL 1' FIFOLD INSULATION 12'x12' TILE ON 6/8' PLYWOOD OR 6/8' DUROCK FROM 12' A.F.F. TO T-O' A.F.F. 6/8' DUROCK OR gad MARINE PLYWOOD FROM FIN. FLOOR TO 12' A.F.F. METAL FURRING R STRIPS 9 I 7- 7 J 44u 21-0" E SCALE: 3/4 ' ■ 1'-0. 7 JB FASCIA SUPPLIER TO PROVIDE FLASHING AND COUNTERFLASHING, TO SEAL FASCIA SYSTEM EDGE TRIM PROVIDED BY ROOFING INSTALLER FLASHING PROVIDED BY FASCIA INSTALLER WENDY'$ SERIES 11 FASCIA SYSTEM SUPPLIED BY OWNER AND INSTALLED BY G.C. 4'x4' CANT STRIP (TYP.) P ° - CONT. 2x4 NAILER SECURE W/ 1/2"o RED HEAD EXPANSION BOLTS —VERT. REINFORCING SEE STRUCTURAL DRAWINGS ALUM DRIP EDGE —1/4' REVEAL DRIP EDGE - TYP. LINTEL, SEE STRUCTURAL. DRAWINGS 4 ° ALUM. STORE FRONT FRAME SILL FLASHING AND SEALANT TO MATCH STORE FRONT 4' BLOCK 1/4' REVEAL p S Cry CO V_ R O O HORIZONTAL MASONRY REINFORCEMENT AT 00 10' O.C. VERT. (TYP.). VERTICAL REINFORCING SEE STRUCTURAL ° DRAWINGS ° TARO COAT STUCCO FLASH STUCCO STOP u 8' CONC. BLOCK P u 24' x 12' CONCRETE FOOTING SEE STRUCTURAL DRAWINGS FOR REINFORCING X �Lu _ �X �ix mo hu- z� 40 <� M cat 0 OFi to Ems'+ 0 C) �t 902 -A an AIMS p z CU Lu � O � BOO' 9W�nn1 EA PLAN No. "" G E - 2 0 0 0 Joe No. SHEEN' No. W040 _F a NOTE: SCUPPER HEIGHT TO BE AS PER CODE BUT NOT MORE THAN 4" ABOVE THE LOW POINT OF THE ROOF. REFER TO STD. ROOFING SECTION, AND PARAPET FLASHING DETAIL FOR ADDITIONAL INFORMATION. 24 GA. PREFINISHED STEEL CONTINUOUS FACE PLATE -- 24 GA. PREFINISHED STEEL SCUPPER INSERT TO MATCH EXTERIOR FINISH ELASTOMERIC SEALANT (TYP) (MIN) 8" CMU WALL FOR FINISH MATERIAL REFER TO BUILDINQ / ELEVATIONS-__ j MODIFIED BITUMEN SCUPPER FLASHING SET SCUPPER FLANGES IN MODIFIED BITUMEN CEMENT, FASTEN AT 4' O.C. AND 2 PRIME. SCUPPER FLANGES SHALL BE CONTINUOUS 4' MINIMUM ON ALL 31DES ' - SURROUNDING OPENING. R ALL JOINTS SHALL BE POP RIVETED AND SEALED SEAL OUTER EDGE OF FLASHING WITH MODIFIED BITUMEN CEMENT AND FABRIC OVERFLOW DRF"AN DETAL SCALE: 1 1/2" a T-0" 83 0 R A Q E MODULE SCUPPER & DOWNSPOUT LOCATION SATELLITE DISH LOCATION MAY VARY DUE TO BUILDING ORIENTATION 4X12 OVERFLOW SCUPPER SCUPPER & DOWNSPOUT LOCATION SCUPPER & DOWNSPOUT LOCATION MECHANICALLY FASTENED SINQLE-PLY ROOF MEMBRANE ELASTOMERIC SEALANT - 3TAlNLESS STEEL CLAMP BAN , REFER TO STD. ROOFINQ SECTION AND PARAPET FLASHING DETAIL FOR ADDITIONAL INFORMATION 24 GA. QALV. STEEL RAIN CAP FIELD SOLDER ALL SEA 2" - � l�IN. a D p 10" MIN. 4' .4- MIN. ; p CONDUIT - ONE MAXIMUM PER PITCH PAN— F-1 T C H PAN DETAL SCALE: 3' a 1'.0" SCUPPER & DOWNSPOUT LOCATION / \ rL w n. a VERIFY 10' CLEARANCE FROM VENT TO ANY AIR INTAKE �► u a AIR INTAKE F7 a AIR INTAKE ll-- VERIFY 10' CLEARANCE FROM , K VENT TO ANY AIR INTAKE — -� ICE MACHINE \ CONDENSO 4" ROOF OPENING FOR / ICE MACHINE c0ND9NWR COOKCENTER'S REFRIGERATOR— CONDENSOR 0 O CF =9 4" ROOF OPENING FOR COOKCENTER CONDENSOR PROVIDE POSITIVE DRAINAGE TO SCUPPER DRAINS EF-2 SCUPPER >L DOWNSPOUT LOCATION ROOF PLAN SCALE: 1/8 = T-O" THOROUGHLY CLEAN PENETRATION OF ALL ASPHALTIC MATERIALS PRIOR TO 8EAUNQ NOTE: ONE PITCH PAN SHALL BE CONSTRUCTED FOR EACH CONDUIT. CONDUITS SHALL BE SPACED 24' O.C. MIN. FOR SEPARATE FLASHING CONSTRUCTION. 24 GA. QALV. STEEL PITCH PAN. FIELD SOLDER ALL SEAMS. SET FLANGE IN MODIFIED BITUMEN CEMENT AND NAIL AT 3' A.C. PRIME FLANGE BEFORE FLASHING 2 COMPONENT URETHANE POURABLE SEALER, SLOPED TO SHED WATER SEALANT TO BE CSL-316 PITCH PACKET FILLER BY 'DURALAST', INSTALLED BY ROOFING CONTRACTOR P.T. WOOD NAILERS TO MATCH HEIGHT OF INSULATION, FASTENED POSITIVELY TO DECK CONCRETE FILLER PROVIDE POSITIVE DRAINAGE AROUND ALL ROOF CURBS L a e 0 a a. Lu n. TYPICAL VENT PIPE —� STAINLESS DURO-LAST PREFABRICATED VENT STACK FL.ASHIINQ NOTE: MEMBRANE ATTACHMENT WILL BE THE SAME AS THE DECK MEMBRANE, MAX. 18 INCHES ON CENTER, AND A MIIMUM OF ONE PLATE/FASTENER PER FLASHING. NOT TO SCALE CONTINUOUS SEALANT B COUNTERF N� TES-. RECTANGULAR PENETRATIONS GALVANIZED NAIL - 6" ON CENTER DURO-LAST PREFABRICATED CUSTOM CURBS FLASHING DECK NOTE: PERIMETER FASTENING OF THE DECK MEMBRANE WILL BE THE SAME FASTENING PATTERN AS THE FIELD MEMBRANE, MAX. 18 INDHES ON CENTER, AND NO LESS THAN ONE FASTENER PER SIDE. EQMOpMEN l(� GUN FLAB W�j NOT TO SCALE 4"x4" FLASHING (SEE NOTE #3) 2'x4" BLOCKING CUT TO FIT TEK SCREWS WITH WASHER (SEE NOTE 01) 1 1/2" X 1 1/2" X 1 1/2' %�- FLASHING (SEE NOTE #3) 1 1/2" STANDING —TEE ROOF (INSTALLED BY WALK-IN BOX MANFGR) CONT. SILICONE SEALANT LEAD 2x (TOP AND BOTTOM) \ ICS WALK-IN BOX ROOF AND WALLS 1. ALL CRICKETS TO BE TAPERED FACTORY MADE INSULATION WITH 3/4 IN/FT SLOPE 2. ALL CURBS FOR ROOF TOP EQUIPMENT TO BE FLASHED USING PREFABRICATED CUSTOM CURB FLASHING FROM ROOFING MATERIAL INSTALLED BY THE ROOFING CONTRACTOR. ROOF 'rYPE 40 MIL MECHANICALLY FASTENED 3' CMU SPLIT FACE BLOCK WALL ZING NOTES: 1. TEK SCREW WITH WNDED WASHER AT 12' O.C. TEK SCREW SHALL NOT PENETRATE STANDING TEE ROOF, FLANGES, OR ROOF CAP. 2. BUILDING HEIGHT VARIES WITH BUILDING WIDTH. 3. FLASHING KIT AVAILABLE FROM ICS INCLUDES: A) 4'x4' FLASHING PIECE x LENGTH OF WALK-IN BOX (SUPPLIED ONLY). BJ 2'x4' ELOCKING, FACTORY INSTALLED. C) 1 1/2*xi 1/2"x1 1/2' FLASHING, FACTORY INSTALLED. KIT DOES NOT INCLUDE COUNTERFLASHING SEALANT OR FASTENERS. EXTERIOR W.W. FLASHING DETAIL NOT TO SCALE CONDENSTAE DRAIN FROM A/C AND REFRIGERATION UNITS �— SCUPPER DRAIN 3'0 DRAIN FROM DRIVE-THRU WINDOW ROOF . 4'9 4"e AT — 1/4 IN/FT CONDENSTAE DRAIN FROM A/C AND REFRIGERATION UNITS i— SCUPPER DRAIN 4" 9 4'® AT —J 1/4 IN/FT ROOF DRANAGE MOM TM NOT TO SCALE TRIBUTARY AREA . 3,200 S.F. CONDENSTAE DRAIN FROM A/C AND REFRIGERATION UNITS -- SCUPPER DRAIN 4"e 1 1 V G- 0 y :r �'- a � C a� 00 Ix Lu P z 0) z jj Ix a CA O 4 o � a UJ 0 (V a � <� —� m 0 o — u a — l l g F U (i r� Q � go Ulm !J _j CO �J r w 0Lu z x Lu< wo0IL SEAL �V PLAN No. ME-2000 JOB No. SHEET No. W0405 o a 6 a 23" $Q. GA. WELDED HI D AND CHAINED CURB DAPTER NELSON FSB FLAMESHEILD BLANKET FOR ZERO CLEARANCE - INSTALL PER MANUFACTURERS/ SPECIFICATIONS MINIMUM RB SIZE TOBE 33"x3 ' O.D. TO BE ONE PIECE WE D AND INSULATED 1 GA. STEEL ivWr 5/8' T 'X" GYP BOARD. EXTEND UP\6' INTO CURB /Q CURMD B o DC T AO L FOR EXHAUST FANS o SCALE: ?/4' a T-0" MULTIPLE 2x6 STUDS SEE SHEET 8 FOR NI GLUED AND NAILE w/90d NAILS 6" O.C. MH STUD. HEADER DIETAOL ANOT TO SCALE 2x PLATES SEE SHEETS 7A & 713 FOR PARAPET HEIGHT 4 BETWEEN STUDS TOENAIL TO TUDS AT EACH END (3) 12d LS • EACH PARAPET S`rUD TO SS CONNECTION. Ij 1/2" CLEAR BETW TRUSS PLYWOOD 2x4 PARAPET STUD TYPIC a EACH ROOF TRUSS 11'-O" • LOW END BRG. 1/2' PLYWOOD 1 1/2' CHANNEL BRIDGING _ n • 3'-4" O.C. MAX. 3c NOTE: °' PROVIDE DBL. $ DS UNDER DBL. IST , 5 1/2' - GAWE c`v ST a 16' O.C. 0 A SCALE: 3/4' = T-0' 3-2x10'S w/2-1/2" PLYWOOD FILLERS, GLUE AND NAIL TOGETHER TO FORM SINGLE UNIT. 2x4 BETWEEN JOIS TOENAIL TO J01, OI S AT EACH END PLYWO SHEATHING rSON TB36 0d NAILS • TOP OF JOIST (4) 10d NAILS a PLATE$ BEARING (WEB) STIFFENER AS REQUIRED ROOF TRUSS CONT. 2x6 LEDGER w/ 1/2" BOLTS o 32' O.C. MINIMUM (2) 16d x 3?' NAILS AT EACH TRUSS BEARING CONT. L 6x3x1/4' ILLHI w/ 2 - 312 SCREWS TO EACH STUD 18 GA. OP TRACK MECHANICAL CURB ROOF TRI R/O AS DIMENION ON SHEET 8 TYp�C AL ROOF OPENNG DE A� L Q SCALE: $/4' T-O" ELEVATION VARIES VARIES SIMPSON H4 HURRICANE ANCHORS *EACH STUD. PLYWOOD SHEATHIP 8d•6'O.C. DOUBLE ROW 2-20 CONT. STAGGERED JOI NAIL tat TOL w/3-tlNAIL 2nd TO 9st w ROWS 16d • 8' 2x6 • 9 ' O.C. o OCKING DETNL. G� SCALE: 1 1/2' T-0' PERPENDICULAR WITH ROOF TRUSSES ROOF TRUE I D ROOF TRUSS 2x NON LOAD BEARING PARTITION WALL BY GENERAL CONTRACTOR ROOF TRUSS PARALLEL WITH II 1/2' GAP ROOF TRUSSES MECHANICAL CURB TRUSS SIMPSON TB BRACY10 BY MFG. SPACED AS SH N ON SHT. 8 ATTACH TO OF TRUSS FLANGE W/2-10d X 1/2' NAILS BY MFG. *EACH D ROOF TRUSS 2x4 FLAT ATTACHED TO EACH ROOF TRUSS BOTTOM FLANGE 42-10d NAILS 1/T GAP ROOF TRUSS CLIP EACH SIDE BY GENERAL CONTRACTOR 2x LATERAL BRACE BY GENERAL CONTRACTOR I I 2x NON LOAD BEARING ROOF TRUSS CLIP PARTITION WALL BY EACH SIDE BY GENERAL CONTRACTOR GENERAL CONTRACTOR �:K) NON=LOAD iD gG3M pQ 3 I TU ONS 0 A / SCALE: $/4' a 1'-0" (2) 20 HEADER BY GENERAL CONTRACTOR JOIST HANGER BY GENERAL CONTRACTOR NOTE: ROOF TRUSS MUST BE TIED TOGETHER BY NAILING THRU WEBS AND FILLERS W/16d NAILS AND CLINCHING THEM C HEADER DDE AT L °O Q SCALE: 1 1/2" 1'-0' H BA 2x4 PLATES - — 2x4 BETWEEN STUDS TOENAIL TO STUDS AT EACH END 2x4 BETWEEN JOISTS TOENAIL TO JOISTS AT EACH END (3) 12d NAILS o c EACH PARAPET STUD TO TRUSS CONNECTION. SIMPSON LTS12 — 12 10d x 3' NAILS SIMPSON TB36: (2) 10d NAILS • TOP OF TRUSS (4) 10d NAILS • PLATES TRM&,53� QRflNG ELEVAT0ON SCALE: 3/4' T-0' PLATFORM TO BE (2) LAYERS OF 3/4' PLYWOOD. 2x6 JOIST SIT ON TOP OF JACK LL rG T CDQE DE U ADL 8 Q SCALE: 1?' - '-0" STUDS ARE F ` HEIGHT. "'-� JACK STUDS TOP • 'V 2x6 JOIST' SIT ON TOP OF DOUBLE ROOF TRUSS 1' TO 1 1/2' NET FILLER BLOCKS BY GENERAL CONTRACTOR AT EACH HANGER NOTE: FILLER SIZE WILL VARY BETWEEN TRUSS SIZES AND MANUFACTURES SEE EETS 7A & 7B F PARAPET HEIGHT �— PLYWOO SHEATHING 2x ARAPET STUD PICAL •EACH TRUSS JOIST. �- ROOF TRUSS MINIMUN (2) 16d x 3?" NAILS AT EACH TRUSS BEARING 1T-10' • HIGH END BR®,. 11'-0- • LOW END BRO. — - (3) 20 PLATES CONT. AT BRG. ELEVATION. \�POR ) PLATES REG'D. ROOF LL a) 30 P.S.F. PLAT RM TO BE (2) LAYERS OF 3/4' PLYWOOD. 5' — 2 1/2" 4'-0" A.S.F. 'FRP" TOP, FRONT AND B©T `1 3'-6" A.S.F. pWMW �L O Q /WATER HEATER PLATFORM FRAM�NG 0 A SCALE: 3/4" = T-0' 1' TO 1 1/2' NET FILLER FLOCKS BY GENERAL CONTRACTOR AT EACH HANGER (NAIL TO TRUSS WEB) NOTE: FILLER SIZE WILL VARY BETWEEN TRUSS SIZES AND MANUFACTURES NOTE: A 260# MAXIMUM LOAD CAN BE SUPPORTED ON EACH SIDE OF THE TRUSSES BOTTOM FLANGE AT 6'-0' O.C. - PROVIDED THE LOAD IS INCLUDED IN NORMAL DESIGN LOADS. D LOADD DD ETAA L °o SCALE: 1 1/2' a 1'-0' 2x PLATES r SEE SHEETS 7A & 7B —NUS 2x4 BETWEEN JOT FOR PARAPET HEIGHT TOENAIL TO JO S AT EACH EN 2x BE EN STUDS TOENAIL TO STUD AT EACH END \ PLYWO SHREATHING (3) 12d NAILS • ACH PARAPET $I SON T836 STUD TO TRUSS UNNECTION. ) 90d NAILS o TOP OF JOIST (4) 10d NAILS a PLATES 2x4 PARAPET STUD TYPICAL BEARING (WEB) • EACH ROOF TRUSS STIFFENER AS REQUIRED 99'-90' o HIGH END ERG. ROOF TRUSS • LOW END ERG. MINIMUN (2) 16d x 3?" NAILS AT EACH TRUSS PLYWOOD ---- _ BEARING SIMPSON LTS12 NOTE: (12) 10d x 3' NAILS PROVIDE DEL. a STUDS UNDER (3) 2x6 PLATES CANT, DBL. JOIST AT BRG. ELEVATION 0 4) PLATES REG-D. �, F ROOF LL =1 30 P.S.F. 2x6 • O.C. TM8 8 o QONG SECTION QIOo OD STUD SCALE: 3/4' 1'-0" GENERALS STRUCTURAL NOTES 1. DIMENSIONAL LUMBER USED SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: (SYP 12 KD 161) Fb a 1300 PSI (SINGLE MEMBER) Fb = 1600 PSI (REPETITIVE USE) Ft 676 PSI (PARALLEL) Fv 06 PSI Fc a 1200 PSI (PARALLEL) Fo 666 PSI (PERPENDICULAR) E a 1,600,000 PSI 2. ALL DIMENSIONAL LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 16%. 3. PLYWOOD ROOFING SHALL BE 6/8 ' - $2/16 EXTERIOR GRADE AND SHALL EE NAILED TO SUPPORTING MEMBERS WITH 10d COMMON WIRE NAILS AT 6" 0/0. (LONG DIMENSION OF PLYWOOD MUST RUN PERPENDICULAR TO TRUSS JOIST.) 4. PROVIDE PLYWOOD CLIPS AT MIDSPAN OF UNSUPPORTED SPANS OVER 2'-0' LONG 6. EXTERIOR WALL STUDS SHALL BE 20'a AT 18' 0/0 AND SHALL BE ONE PIECE TO BRG. ELEV. PROVIDE 2-20'a ON EACH SIDE OF ALL OPENINGS I UNLESS OTHERWISE NOTED ! THROUGH ALL WALLS, GLUE AND NAIL 2x'a TOGETHER WITH FULL BED OF GLUE 6. SEE PLAN FOR STUD GRADE FOR SIDE WALL POSTS BETWEEN WINDOWS F- X Lu r vs a Lu v on: 'e -j2 W 0 Q an <( � m F� U J a Q U 0 o (Yi p Oa o Ep-+ U a H U 0 0 n) MONO 0 < 194 M ru f LSD 14U10LQ z2��Co wCJw L SEAL PLAN No. SGE-220 0000 JOB No. SHEET No. W04015o A Uu uj t 2� Lu x 0 Q� I� «„O III LEV- Cc� Lu /yam�y� (Uf,� [i11. fIIlD c� J KIJ lUl� f� cif u alu Lu on Lu c� III O Lu rn) m LIU Lu !ice < IIJu 000 �wz0 EQUIIPMEN Il- SCHEDULE DESCRIPTION OF EQUIPMENT REMARKS g LL 9 A01 2 DRINK TOWER 23 x 23 0 0 A02 2 CARBONATOR 0 0 A03 1 BAG N BOX RACK 0 0 A04 1 BULK CO2 TANK ON SHELF • 48" A.F.F. 0 0 A06 2 ICED TEA DISPENSER E3 ES AO6 1 COFFEE BREWER ES ES A07 1 COFFEE WARMER E8 ES B01 I2O/YC 3 CARPET ES GC B02 1 CARPET/TILE TRANSITION STRIP ES GC B06 1 SILK PLANT PACKAGE ES GO 001 -- CUP DISPENSER ES ES CO2 4 SOAP DISPENSER KITCHEN TOILET GC 003 1 TOWEL DISPENSER 0 GC 004 2 NAPKIN DISPENSER E8 ES C06 1 SOUFFLE CUP DISPENSER ES E8 C07 3 TOILET TISSUE DISPENSER GC GC C11 6 FRY CARTON DISPENSER ES ES 013 3 PORTION PACK DISPENSER E3 ES 015 2 CONDIMENT PUMP ES ES D01 3 POS MONITOR 0 0 D02 1 4 PO$ TERMINAL 0 0 D061 1 WIRELESS HEADSET 0 0 D07 1 TIME CLOCK 0 GC D08 1 MULTI -PRODUCT TIMER Eg ES D09 1 GRILL TIMER ES ES D12 1 TV -VCR 0 0 E06 1 FRY DUMP CARNET ES ES E08 1 COFFEE COUNTER ES ES E09 1 DRIVE-THRU DRINK COUNTER E8 ES Ell 1 CHANGE WINDOW SHELF ES ES E12 1 DRIVE-THRV A88EMBLY COUNTER ES E8 E14 1 FRONT COUNTER ES ES E16 1 COOKCENTER ES E8 E22 1 LETTUCE CART UNDER 2 COMP PREP SINK ES ES 016 1 DRINK STAGING SHELF ES ES (116 1 ASSEMBLY COUNTER ON ES ES G32 6 GLOVE BOX HOLDER E8 E8 040 0 CHEMICAL BOX SHELF ES ES G41 1 NIGHT COVER HOLDER ES ES G42 1 PLASTIC WRAP BOX HOLDER ES ES J04 1 PRESSURE FRYER E8 E8 J06 1 4 VAT OPEN FRYER ES ES KO3 1 6' GRILL W/DOUBLE TROUGH ES E8 K04 1 RANGE OVEN COMBO ES ES K06 1 BUN OVEN E8 E8 L01 1 DOOR KICK PANEL ES ES L02 1 ST. 8TL. WALL PANEL E8 ES L03 1 GRILL HOOD (14 FOR 6' GRILL) HVAC CONTR. TO INSTALL 0 L06 1 FRYER HOOD 02) HVAC CONTR. TO INSTALL 0 L11 3 3 ST. STL. CORNER TRIM STANDARD 'L" (99' LONG) DETAIL THIS SHEET 0 GC L11 6 6 ST. STL. CORNER TRIM STANDARD 'L" (108' LONG) DETAIL THIS SHEET 0 GC L12 3 1 ST. 8TL. END WALL TRIM 2X4 (99' LONG) DETAIL THIS SHEET 0 GO L12 6 6 ST. STL. END WALL TRIM 2X4 (108' LONG) DETAIL THIS SHEET 0 GC L13 1 1 ST. STL. END WALL TRIM 2X6 (85" LONG) OVERSIZED FOR A 2x6 WALL 0 GC M04 1 CAN OPENER ES ES M15 1 FIRST AID KIT ES ES M20 2 KNIFE HOLDER ES ES M23 2 HAND DRYER EC EC N01 3 FIRE EXTINGUISHER CABINET SEE SHEET 16A FOR MORE INFO 0 QC NO2 4 CASH DUMP BOX ES ES NO3 1 OFFICE DESK TOP ES ES N06 1 MONEY SAFE 0 0 N06 1 OFFICE CHAIR ES ES N09 2 COAT RACK ES ES NiO 1 OFFICE COMPUTER RACK 0 0 N12 1 BULLETIN BOARD ES ES NIS 1 OFFICE/TRAINING MODULE ES ES N16 2 OFFICE WALL CABINET ES ES N17 1 PIGEON HOLE CABINET E$ E3 NIS 1 OFFICE OVERHEAD SHELF E8 ES GOIJ 1 REMOTE CONDENSING UNIT (ROOF) ES ES 0021 1 1 ICE MAKER ES ES 004 1 FREEZER ES 1306 2 VO REFRIGERATOR ES ES G08 2 FROSTY MACHINE ES ES 0 - OWNER 00 - GENERAL CONTRACTOR EC • ELECTRICAL CONTRACTOR PC - PLUMEINQ CONTRACTOR ES - EQUPhENT 8VPPLER Ila :- EQMU ENT SCHEDULE < 2 OD WMIC9 DESCRIPTION OF EQUIPMENT REMARKS R01 2 SINGLE TRASH UNIT R03 1 CONDIMENT STAND R05 77 CHAIRS R06 $1 21x24 TABLETOPS R07 31 21x24 TABLE BASES R08 8 26X42 TABLE TOP R10 1 BENCH SEAT 11021 R11 2 QUAD BOOTH R15 1 SERPENTINE RAIL • 36' HIGH R16 R17 $ 2 HIGH CHAIRS BOOSTER CHAIRS cc UJI 0 � � EQUPMENT SCHEDULE ®ESCRIP V *N OF EQUIPMENT REMARKS E3 ES TOi 1 TRAY WASH SINK UNIT ES ES T02 1 POWER SOAK (3 COMP) SINK ES ES T03 3 1 FAUCET - SERVICE SINK ES ES T03 4 1 FAUCET- BLEND CENTER E8 E8 T04 1 1 PRE-RIN8E FAUCET ASSEMBLY- POWER SOAK SINK ES ES T04 2 1 PRE -RINSE FAUCET ASSEMBLY -2 COMP SINK — E8 ES T06 1 MOP SINK ES ES T07 2 ALL IN ONE SINK 0 GC T09 1 2 COMP PREP SINK E E8 ES T10 T11 $80 -- BUN RACK$ - T12 390 6 STORAGE UNIT 2X4 UNIT 18 OPTIONAL E8 E8 T21 S91 0 COOLER STORAGE UNIT ES E8 $92 4 FREEZER STORAGE UNIT ES ES $93 2 SINK MODULE ES ES 394 1 30'X72' WORKTABLE E8 ES U04 895 1 CHILI WORK STATION ES ES S86 1 BREAD/BUN WORK STATION E8 ES 0 - OWNER QC - OENERAL CONTRACTOR EC • ELECTRICAL CONTRACTOR PC - PLUMNQ CONTRACTOR ES EQUIPMENT 8" ER GENERALS 4V0TE5193 1. ALL OF THE EQUIPMENT LISTED IS TO BE FURNISHED BY THE KITCHEN EQUIPMENT SUPPLIER UNLESS NOTED OTHERWISE. 2. KITCHEN EQUIPMENT SUPPLIER PROVIDES LABOR FOR UNCRATING, ASSEMBLY AND SETTING OF EQUIPMENT. 3. KITCHEN EQUIPMENT SUPPLIER WILL SUPPLY CRITICAL DIMENSIONS, PLUMBING AND ELECTRICAL SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE KITCHEN EQUIPMENT SUPPLIER. 4. ELECTRICAL AND PLUMBING CONTRACTOR TO MAKE FINAL CONNECTION TO EQUIPMENT. CORNER TRIM r- STANDARD 'L' 1/2' L12 END WALL TRIM 2X4 1� L 133 END WALL TRIM 2X6 8 GA. STAINLESS STEEL CORNER I— GUARD AC 0 z z J m. �- �j z w m w 0 w w w w ao CORNER WALL END WALL 3 1/2" CORNEA M0LDONQ DETQOL NO SCALE: (SUPPLIED BY OWNER) 0 1 HAND SINK PART OF COUNTER 1 HOT WATER TANK ON SHELF 2 CHEMICAL BLEND STATION 1 INSTALLATION PARTS KIT FOR POWER SOAK SINK 1 1 SUGGESTION BOX I SLOT • 48' O.F.F. FS E3 Vol ES ES VO4 E8 PC V09 ES PC V11 ES PC V13 ES PC PC PC ES ES W21 E8 E8 X16 ES ES PC PC ES PC PG1 ES PC P02 PG3 PO4 PQ6 O GC PG6 PA7 0 . OWNER QC - GENERAL CONTRACTOR EC - ELECTRICAL CONTRACTOR PC - PLUMBING CONTRACTOR E8 - EQUIPf"T SUPPLER EQUPMENT SCHEDULE DESCRIPTION OF EQUIPMENT REMARKS 1 FULL SIZE WARMER 1 BUN TOASTER 2 6' BUN WARMER 2 1DRAWER MPHC 2 $ DRAWER MPHC 1 1 SLICER 1 I SHORTENING MANAGEMENT SYSTEM 1 KITCHEN BOTTLE RACK 2 CHEMICAL STORAGE RACK 1 FLOOR TOOL HOOKS 1 HYDROFOAMER RACK 1 CLEANING ERUSH HOOKS 1 CLEANING TRAINING AIDS 1 DINING ROOM BOTTLE RACK ES ES ES ES ES ES ES ES ES I ES ESIES 2 PART SYSTEM - TANK & CADDY I ES I ES 0 - OWNER QC - QENERAL CONTRACTOR EC - ELECTRICAL CONTRACTOR PC - PLVWNQ CONTRACTOR E8 - EQUIPMENT 8UPPLIER EQUffrDW NT PLAN SCALE: 1/4 ' =1'-0' 0 GC 0 GO 0 GC 0 GO 0 GC 0 GC 0 GG 1 M P� L CO r 0py0 Lu ?� Lu zuj 0 T do Cf 4 ow O a c'� - �i— v 02 a� a � o ra _ C) d� a� b� 0 &42 �Q 11 pop 1� KJL `J W IUD lam car Z 0 Iui -A SEA I i PLAN No. "QC-2000 JOB No. SHEET No. W0405 o 0 Lu �1 C fUJ ch Du CD �GJ CrC LIB c1.D 01 d Lu Q All CJ C� a (UQIJ] La 0 II�LJI Iu 00 Lu La 2� llnW 4�111 C� 92 2-1-11 �1 V0 ll� lzi SCOREBOARD ;r I 3/4 " CONDUIT FOR AREA OPTIONAL PRE -SALE -J MERCHANDISING SIGN SCOREBOARD — FRONT o 8DC ELEVA DN SCALE: $/8 ' . T-0' (1) CONDUIT STUBBED UP FOR ELECTRIC AND SOUND CONCRETE BASE 18' 80. & 36' DEEP w 0 �tr 8'-10 3/4 ' (CENTERED ON BASE) LOOP CONCRETE PAD 20'-0' OPTDONQL MENU S0QN LAYOUT SCALE: 1/4 " is T-0" CURB LINE (3) CONDUITS STUBBED UP FOR ELECTRIC, DATA AND SOUND SPEAKER COLUMN l ON CONCRETE BASE l 12'$0.x12'DEEP SPEAKER WIRE ONLY HERE \ 'CD ID o LOOP 0 A--- CONCRETE PAD 20'-0' SCOREBOARD MENU LAYOUT SCALE: 1/4 " v T-0" El 8'-8" 8'-0" 1((9. 4'-7' 8'-0' SIGN CABINET CURB LINE SIGN CABINET i CONCRETE BASE 80. & 36" DEEP MENU BOARD NOTES 1. FOUNDATION DEPTH TO BE DETERMINED BY LOCAL SOIL CONDITIONS AND CODE REQUIREMENTS 2. COORDINATE MENU SIGN BOLT LOCATIONS AND J-BOLT SIZE WITH SIGN MANUFACTURER. 3. ACTUAL SITE CONDITIONS MAY CAUSE AN ADJUSTMENT OF LAYOUT, LAYOUT SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION r81 8' \ SPEAKER MOUNTED IN FOAM 80NIC DETECTOR 6" PIPE STUBBED UP 18" FPM FROM BASE OF CONCRETE. PIPE MUST BE LEVEL. CONCRETE BASE TO BE 12"x12"x36' DEEP " U I [u � CONCRETE BASE SPEAKER PEDESTAL - FRONT o BODE CLC VAMN SCALE: 3/8 " v T-0" I /2 ' CONDUIT\� l� BY ELE I f TICIANI 1 I II I I II REGTTER PRE -SELL MERCHANDISING SIGN BY SYRUP SUPPLER 3/4 ' CON DATA LINE OUTDOOR h (BY ELECTR 3/4 ' COND ELECTRIC (BY ELECTR SCOREBOARD CABLE (WITH ELECTRONIC SCOREBOARD ONLY) RUN FROM REGISTER f3 IF\ \ OFFICE P/C I\ o � \ I 1 1/2 ' CONDUIT \ \(BY CONDUIT �\ 3/4 ' CONDUIT FOR OUTDOOR MENU \ \ \ SPEAKER SYSTEM (BY ELECTRICIAN) \ �I \ J-BOX s END OF I \ \ CONDUIT (46' AFF) \ I \ I \ I \ j GENERAL NOTES.- I. THE SCHEMATIC SHOWN REPRESENTS WIRING DIAGRAMS FOR IBM POINT OF SALE RE018TERS ONLY. ALTERNATIVE P.O.S. WIRING DIAGRAMS AND INSTALLATION DETAILS SHALL BE PROVIDED BY THE INDIVIDUAL. SUPPLIERS OF THOSE REGISTER SYSTEMS. 2. ALL CONDUITS SHOULD BE STEEL FLEX OR PLASTIC STUBBED OUT ABOVE THE WALL LINE AND TERMINATED INTO A STANDARD J-BOX FLUSH WITH THE WALL AND CAPABLE OF ACCEPTING A FACE PLATE COVER. 3. ALL J-BOXES SHOULD BE INSTALLED IN SUCH A WAY SO THAT THEY ARE NOT BLOCKED BY OTHER EQUIPMENT OR STRUCTURAL COMPONENTS. 4. ALL VG OUTLETS SHOULD BE CONTROLLED BY ONE BREAKER (IF POSSIBLE) AND MUST BE CLEARLY LABELED. 6. ALL CABLE ACCESS OPENINGS THRU S/8 MUST HAVE RUEBER OR PLASTIC GROMMETS INSTALLED. 6. THE ELECTRIC SERVICE FOR THE GFI OUTLET/SCOREBOARD MUST BE ON A SEPARATE BREAKER (NOT CONNECTED TO THE MENU BOARD OR OUTSIDE LIGHT FEED). M RECOMMENDED PLACEMENT: DF YOUR STORE'S DRIVE THROUGH LANE, NT FOR THE PRE -SALE SIGN IS .ENGTH$ IN FRONT OF THE MAIN PRE -SALE SIGN AT THE SAME ANGLE AS LANE (15 - 2 TWISTED PAIR w/RJ11 ENDS RUN TO BASEBAND EXTENDER 1 1/2 ' CONDUIT ,,--I' (BY ELECTRICIAN) SPEAKER CABLE VIDEO f1 - DOUBLE PLENUM TYPE WASP MALE (REG.) ASP FEMALE (VIDEO) RUN FROM REGISTER f2 \\ - BUMPBAR f1 - 3 TWISTED PAIR w/RJ11 ENDS VIDEO f2 - DOUBLE PLENUM TYPE BCX RUN FROM REGISTER f2 WASP MALE (REG.) ASP FEMALE (VIDEO) \ • (�6' AFF) RUN FROM REGISTER f2 VIDEO f3 - DOUBLE PLENUM TYPE BUMPBAR 12 - 3 TWISTED PAIR w/RJll ENDS \ w/ISP MALE (REG.) /ISP FEMALE (VIDEO) RUN FROM REGISTER f2 J-BOX ®END OF ` ` \ RUN FROM REGISTER 113 CONDUIT (14' AFF) \ \ BUMPBAR f3 - 3 TWISTED PAIR w/RJ11 ENDS \ RUN FROM REGISTER 113 \ I \ \ LAN$ f4 = 2 TWISTED PAIR w/RJ11 ENDS \4'x4' J-BOX RUN TO BASEBAND EXTENDER AT END OF �NDUIT (14' AFF) \ I 3/4' CONDUIT TO \ ` ETHERNET BELOW SLAB OUTSIDE �/ HUB BUILDING FOR TIMER TIMER LOOP. �`��, J-BOX u (72' AFF) 3/4 ' CONDUIT FOR OUTDOOR MENU SPEAKER SYSTEM 1BY ELECTRICIAN) VIDEO f3 NOTE: \ ELECTRICIAN TO INSTALL ALL COMMUNICATION AND DATA CONDUITS INCLUDING PULL WIRE x4' J-BOX" BETWEEN CONNECTION POINTS 4 END OF --- CONDUIT (14' AFF( 3/4' CONDUIT TO BELOW SLAB OUTSIDE OF BUILDING FOR TIMER LOOP. VIDEO f2 (9 GRILL) VIDEO f1 to GRILL( BUMPBAR f1 (40" A.F.F.) ,a rBUMPBAR f3 \\ \ I \ I LAN$ f3 - 2 TWISTED PAIR w/RJ11 ENDS RUN TO BASEBAND EXTENDER \ I1 1/2 ' CONDUIT (BY ELECTRICIAN) I I \ \\ 1 REGISTER f2 3' CONDUIT (BY ELECTRICIAN) I � I I I I I I I I LAN$ f1 112 - 2 TWISTED PAIR w/RJ11 ENDS RUN TO BA8EBAND EXTENDER REGISTER 11 ai 4X4•END OF CONDUIT 124' AFF) I I II I \ REGISTER 13 \ I � I \ I \ II \ J-BOX d END OF \ CONDUIT (46' AFF) 1 1 �1 R5 or IN Z at z �a � ��► am z LAB� U ° p LO o C,j 0 n � t- JJ � -�— o \ o P4 4 � O a� U \J c) �Q 002 _F002 � ra Wow a C/� X u roC Q u 00 two f IL z ror QLtD (l 0 o SEA � v ) 1 ) PLAN No. JOB No. SHEET No. W0405 10A 1 I I LEVEL L it SECUMTY HEMS MARK ITEM MOUNTING NOTES DC DOOR CONTACTS IN FRAME HEAD ON LATCH SIDE OF OPENING MW MOTION DETECTOR (WALL MOUNT) WALL MOUNT 8" BELOW CEILING MC MOTION DETECTOR CEILING MOUNT (360' CEILING MOUNT) WP WALK-IN PANIC BUTTON WALL MOUNT 12 TO 18" A.F.F. WC WINDOW CONTACTS UPPER JAMB SIDE OF OPERABLE LEAF KP KEYPAD WALL MOUNT 66' A.F.F. OR MOUNTED ACCORDING TO LOCAL OPERATIONS PERSONNEL EP CONTROL PANEL WALL MOUNT ABOVE DOOR OR MOUNTED ACCORDING 7O LOCAL OPERATIONS PERSONNEL SS SIREN / STROBE SIREN JUST ABOVE CEILING STROBE SURFACE MOUNTED ON CEILING OS OFFICE SAFE :SEE SAFE INSTRUCTIONS 03 COUNTER SAFE BOLTED DOWN UNDER REGISTER($) BUILDING FLOOD LIGHTS MOUNTED ON ROOF AT TOP OF WALL SITE POLE LIGHTS QUANTITY AND LOCATION MAY VARY ACCORDING TO SPECIFIC SITE REQUIREMENTS LEVEL 2 sSEC URHY HEWS MARK ITEM MOUNTING NOTES CAMERA WALL MOUNT 8" FLOW CEILING MICROPHONE CEILING MOUNT TV MONITOR WALL MOUNT 60' A.F.F. TO CENTER OF BRACKET (PROVIDED). ADDITIONAL 110 AC POWER REQUIRED VC VCR'$ MOUNTED INSIDE UPPER CABINET IN MANAGERS OFFICE. ADDITIONAL 110 AC POWER REQUIRED DOOR FROM INTERIOR WALL COOLER/FREEZER OF ICS BOX O PANIC BUTTON IN WALK-IN 18" A.F.F. io (Do WALK-IN PAW D11ON SCALE: 1/2 ' e T-0" INTERIOR ELEVATION OF COOLER/FREEZER BACK DOOR VIEWER DOOR CONTACTS S TOF 0o rwT am rawm" m ��`.Tr .! WHITE (LETTERS) RED (BACKGROUND) MOUNT STICKER FLOW EXISTING WINDOW OR SCOPE ON INSIDE FACE OF REAR DOOR EXITING STORE lug h (0LUul 0 dS! � v% �) co a 0 cc 0 N � x u� o [ z n � a�8E(CUMTI Y MGM LOCa T 0 N SCALE: 1/2 " = T-0' INTERIOR ELEVATION OF REAR DOOR SAGE D STRUC IONS (SAFE INSTALLED BY LOCKSMITH) 1. THE SAFE IS PROVIDED WITH A $/4 ' DIAMETER ANCHOR HOLE IN THE BOTTOM. ALONG WITH A LEAD SHIELD ANCHOR ASSEMBLY FOR FIELD INSTALLATION. 2. SAFE ANCHORING TO BE DONE BY LOCKSMITH. 3. THE SAFE IS TO BE ANCHORED TO THE FLOOR TO MAXIMIZE SECURITY 4. FOR PROPER INSTALLATION FOLLOW STEPS BELOW: (ANCHOR ASSEMBLY 1/2 -13 THREAD) A. MARK THE AREA DESIRED FOR ANCHORING B. DRILL INTO FLOOR WITH A V DIAMETER MASONRY BIT 1' DEEP, 0. DISASSEMBLE THE ANCHORING BOLT/WASHER FROM THE LEAD SHIELD ASSEMBLY D. TAP THE LEAD SHIELD ANCHOR IN THE FLOOR FLUSH WITH THE SURFACE E. LOCATE AND ALIGN THE HOLE IN THE BOTTOM OF THE SAFE WITH THE LEAD SHIELD ANCHOR IN THE FLOOR F. INSTALL THE FLAT WASHER/BOLT THROUGH THE BOTTOM OF THE SAFE AND TIGHTEN SECURELY. BY DOING $0, THE SLEEVE ON THE ANCHOR ASSEMBLY WILL SWELL, WEDGING THE ANCHOR TO THE FLOOR FRONT SECUR11 KEYED LOCI: IN SELF -CLOSING STET DOOR WITH SECURITY HINGES, USIN 3.6' SCREWS ON ALL DOOR HINGES 'TIMELOCK' SAFE 48' A.F.F. (OUT BUILDING FLOOD LIGHTS WITH ELECTRIC EYE CONTROL (LUMARIC ITEMS No. MiHBFOL176HLL) SECURITY CQMERAMONITOR LOCQ Il-DON O SCALE: 1/2 ' : T-0' INTERIOR ELEVATION OF REAR COUNTER BUILDING, FLOOD LIGHTS WITH ELECTRIC EYE CONTROL (LUMIARIC ITEM) No. M1HBFGL17 DESIGNATES SECURITY CAMERA VIEWING ANGL 'TIME LOCK' SAFE ALARM SYSTEM AND CCTV DECALS PUW SECURITY CONTACTS SCALE: 1/2 ' = T-0' INTERIOR ELEVATION OF PICK-UP WINDOW "TIMELOCK" SAFE DECAL 48" A.F.F. w/ALARMS SYSTEM DECAL AND CCTV DECAL ABOVE OR BELOW "-"TIMIELOCK" SAFE DECAL 'TIM9ELOCK" SAFE DECAL w/ALARMS SYSTEM DECAL AND w/ALARM SY8TEM DECAL AND CCTV DECAL ABOVE OR BELOW CCTV DECAL ABOVE OR BELOW PAD 3 SECURTY KEYPAD LOCQMO N SCALE: 1/2 " v T-0" INTERIOR ELEVATION AT FROSTY MACHINE SECUMPf PLAN SCALE: 1/4 ' ■1'-0' SITE POLE LIGHTS GUANITY AND LOCATION MAY VARY ACCORDING TO SPECIFIC SITE REQUIREMENTS �� "TIM9ELOCK" SAFE DECAL 48' A.F.F. w/ALARM SYSTEM) DECAL AND CCTV DECAL ABOVE OR EELOW KEYED LOCK IN SELF -CLOSING DOOR USING 3.S" SCREWS ON ALL DOOR HINGES SITE POLE LIQHTS GUANITY AND LOCATION MAY VARY ACCORDING TO SPECIFIC SITE REQUIREMENTS (I� In Q: BlU1 1L �b Ca 1 4e 0 lx .> IJU �0 Z� 00 < 0 �w w zr 0) :c tic zi o O M 0 Oa� C) U �i Q r�--r v FEW U1 Lu AEMW wwmm co r L1411 _ Lu c� —2-➢ l%'0L�1C�� P E f6c ilulg m LJ SEAL P PLAN No. 8QE-2 ) QO 1 O p LEI C� I)— 0 Liu 5 C� n7 Lu ll-- f�. cn III f� L� C� t� ru DU 0 La Rjul 0 Lu L� t� 0 Lu Lu 0 Lm V9 Lu C� U— LLu (I� 6 Lu 0 Lu �l Iu CZ Lu (�1.. r� HVAC CQMWM NT SCHEDULE MANY- MODEL NO. MARK z 3/A FAN VOLT HEATING HEATINGTOTAL MAX FLA C.F.A. NOTES FACTVRER HP CFM 8P INPUT OUTPUT COOLING • 208V. C.F.M. RM-010-8-0-AA02 1$2 RTU-1 10 3 4000 .75, 208/3/60 22.6 KW 77 MIDI 128 MBH 100 1250 1 2 e AAON o RM-010-8-0-AA02 132 RTU-2 10 3 4000 .76 208/3/60 22.6 KW 77 MBH 128 MBH 100 0 O OR LCA-120H RTU-1 10 3 4000 .76 208/3/80 22.0 KW 188 MSH 124 MBH 94 1250 9 2 $ LENNOX n LCA-920H RTU-2 90 3 4000 .76, 208/3/80 22.6 KW 188 M 124 MBH 94 0 2 OR TCD-121 RTU-1 10 3 4000 .76, 208/$/60 27 KW 92 MSH 127 MBH 110 1250 9 2 4 $ TRANE a TCD-121 RTU-2 10 3 4000 .76 208/3/60 27 KW 92 MBH 127 MBH 110 0 O2 N RM-013-8-0-AA0213-2-EO.9E2 MUA-1 13 2 3150 .6 208/3/60 30 KW 102 MEH 196 MBH 126 3150 1 3 6 6 AAON NOTES: 1 MOTORIZED OUTSIDE AIR DAMPERS INTERLOCKED WITH EXHAUST FANS IN' FAN CONTROL PANEL. C2 ELECTRICAL DISCONNECT SWITCH, SMOKE DETECTOR, AND CONVENIENCE OUTLET PROVIDED BY ROOFTOP MANUFACTURER. 3 ELECTRICAL DISCONNECT SWITCH AND SMOKE DETECTOR PROVIDED BY ROOFTOP MANUFACTURER. 4 UNIT EER ■ A2 5 UNIT EER 1 13.8 6 SMOKE DETECTOR TO BE MOUNTED IN SUPPLY AIR STREAM. o SELECT ONE MANUFACTURER FROM ABOVE TO PROVIDE RT-1, RT-2, AAON MUA-1, ROOF CURB PACKAGE AND AIR DEVICE PACKAGE. ARR DE ME, 8CrL-'uC DDULE IN ib NECK SIZE TYPE �.�.(].z MOUNTING p PATTERN DUTY METAL AIRE MODEL No. w O WHITE cc IL cc 6l: Jl Lu cc m a ix �g�g a- < 2 w O2 ROUND NECK O O A 13 10" 0 300/360 0 4W o 7600 B 3 8" 0 160/190 0 4W 0 7600 �1 O2 C 6 22'x22" 0 $00 0 DUMP 0 7000R-8 SEE GENERAL NOTE #14 D 4 20"x2O' 0 o LOUVERED 0 7000R-8 E 3 8" 0 160 0 0 7000-9R F 2 8' 0 100 0 4W 0 7000-1 O9 O2 G 6 10" 3W 0 7600 (D 02 H 1 12 4W 0 7600 O O NOTE: EQUAL DEVICES BY CARNES SERIES 4300-4, ANEMOSTAT SERIES PRE€D OR HVAC EQUIPMENT SUPPLIER ARE ACCEPTABLE NO OTHER SUBSTITUTIONS PERMITTED ON CORPORATE OWNED STORES. u GENERAL NOTES 1) HVAC SYSTEM DESIGNED 'TO MEET OUTSIDE TEMP OF 93 DEGREES F SUMMER AND 0 DEGREES F WINTER CONTACT 'AAON NATIONAL ACCOUNTS' (1-877-435-4055) FOR REQUIREMENTS AT OTHER TEMPERATURE CONDITIONS. 2) PROVIDE 9 YEAR WARRANTY ON WORKMANSHIP AND ON EQUIPMENT BY MECHANICAL CONTRACTOR. 1 YEAR PARTS, 6 YEAR COMPRESSOR AND 10 YEAR HEAT EXCHANGER WARRANTIES ON THE ROOFTOP UNITS BY MANUFACTURER. 3) INSULATED FLEXIBLE DUCT MAY BE USED IN MAXIMUM LENGTHS OF T-0' PER BRANCH RUN. THE BALANCE OF THE RUN SHALL BE HARD PIPE W/ 1' INSULATED SLEEVE, FLEXIBLE DUCT SHALL BE OWENS CORNING INL.26 OR EQUAL. 4) SPIN -IN FITTING W/ DAMPER SHALL BE FLEXAIRE RF OR METALAIRE MBSD. TYPICAL OF ALL BRANCH DUCT RUNS. 6) ALL DUCTWORK TO BE RUN ABOVE THE SUSPENDED CEILING. 8) HVAC CONTRACTOR TO RECEIVE AND SET ROOF MOUNTED CONDENSING UNITS AND PROVIDE MOUNTING RAILS. REFER TO STRUCTURAL PLAN (SHEET 8) FOR LOCATIONS OF ROOF MOUNTED EQUIPMENT, CURB, AND RAIL DETAILS. 7) DUCTWORK SHOWN IS FINISHED O.D. DIMENSION AND TO B INSULATED W/ 1 1/2 ' DUCT WRAP, INCLUDING DIFFUSERS. CONTRACTOR • HIS OPTION MAY USE El 800 FIBERGLASS DUCT. 8) RETURN DROPS FROM RT-1 AND RT-2 TO BE LINED, PINNED AND QLUED W/ 9" INSULATION PER INDUSTRY STANDARDS. CONTRACTOR • HIS OPTION MAY USE EI 800 FIBERGLASS DUCT. 9) COMPLETED INSTALLATIONS SHALL CONFORM TO ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND ORDINANCES, INCLUDING, BUT NOT LIMITED TO THE LATEST EDITIONS OF THE FOLLOWING: STATE BUILDING CODE, NFPA-90A, NFPA-98 AND NFPA-101. 10) SUPPLY AND RETURN AIR DUCT DROPS FROM ROOF TOP UNITS TO BE ISOLATED FROM UNIT VIBRATION WITH FLEXIBLE DUCT CONNECTOR$. 91) ALL SUPPLY & RETURN AIR DUCTS AND DIFFUSERS ARE TO BE INSULATED. 12) RUN 18110 THERMOSTAT WIRE FROM FAN CONTROL PANEL TO ROOFTOP UNWTS FOR THERMOSTATS AND FOR OUTSIDE AIR DAMPER CONTROLLERS. 13) HVAC CONTRACTOR TO TEST CHECK AND BALANCE ALL ROOFTOP UNITS, EXHAUST HOODS, EXHAUST FANS AND DIFFUSERS TO SPECIFIED CFM'S. AND SUBMIT A WRITTEN REPORT TO THE OWNER. 141 'C' DIFFUSERS TO HAVE 22'x22' BOX FIELD FABRICATED W/12' COLLAR INSTALLED IN SIDE OF BOX. TO BE FIELD MEASURED FOR 12' HEIGHT. 15) THERMOSTATS ARE PROVIDED BY ELECTRICIAN IN FAN CONTROL PANEL (SEE SHEET #14). HVAC CONTRACTOR TO MOUNT REMOTE SENSORS AND RUN CONTROL WIRE$ FOR $TAT$ AND SENSORS OUTSIDE OF THE FAN CONTROL PANEL. 16) ALL CURBS TO BE ONE PIECE WELDED AND INSULATED 18ga. STEEL, 1 1/2 " 311b. RIGID INSULATION GLUED TO INSIDE OF CURB ALL CURBS TO HAVE 1 V2 WOOD NAILER ATTACHED TO TOP OF CURB, 17) ALL 90 DEGREE BENDS IN SUPPLY AIR DUCT TO HAVE TURNING VANES. THE DISMANTLING OF ANY DUCT WILL BE REQUIRED TO VERIFY VANES. 18) ALL DUCT WORK IS TO BE INSTALLED PER SMACNA SPECIFICATIONS. 19) PIEZO ALERTS FOR SMOKE DETECTORS INSTALLED BY HVAC CONTRACTOR MOUNTING LOCATION SHOWN ON ELECTRICAL PLAN. HVAC CONTRACTOR TO SUPPLY AND INSTALL WIRE FOR THERMOSTAT 20) AND SMOKE DETECTOR CIRCUITS. 21) HVAC CONTRACTOR TO CONNECT MUA-1LOW VOLTAGE CONTROL TERMINALS TO CONTROL PANEL TERMINALS. FAN SCHEDULE ACCESSORIES PENN JENGO MARK C.F.M. S.P. RPM IMP VOLT � � MODEL MODEL NOTES NUMBER NUMBER Y� a EF-1 2600 1" 1055 1 1/2 208/3/60 O o FX138FTH-W 18ONBRTD 01 (2 \3� EF-2 1350 1' 1266 1 208/3/8O 0 0 FX13BF 1'H-W 140NBRTD (D O 03 EF-3 300 3/8 1660 1/12 116/1/60 0 0 0 DX-10R LPD08 O FANS WILL BE SUPPLIED AS PART OF THE EXHAUST HOOD PACKAGE OFOR U.L. 782 APPROVED GREASE RATING USE JENCO FANS. O RPM'$ ARE FOR INITIAL SET-UP. VERIFY CFM DURING STORE BALANCE. G=,1RR BALANCE SCHEDULE MARK SUPPLY AIR RETURN AIR OCCUPIED / UNOCCUPIED OUTSIDE AIR OCCUPIED / UNOCCUPIED EXHAUST AIR RESULTING PRE83URE RT-1 4000 1300 / 4000 41260 / 40 41260 RT-2 4000 2700 / 4000 40 / 40 40 MUA-1 43160 / 40 43160 EF-1 -2500 -2600 EF-2 -1350 -1360 EF-3 -300 -300 TOTALS 44400 -4160 4260 EZA,%n S�T LHU0OD SCHEDULE MARK SIZE SUPPLY OPENING EXHAUST OPENING ROOF OPENING DUCT AT CURB ® ALL DUCTWORK $HALL BE FABRICATED ACCORDING TO NFPA 96 & LOCAL CODES. OZ FINAL BALANCING OF THE SYSTEM SHALL BE PERFORMED AS OUTLINED IN INSTRUCTION SHEET FURNISHED BY HOOD SUPPLIER BY CERTIFIED TEST &. BALANCE CO. Q EXHAUST HOOD DUCT IS A 16 GA. BLACK STEEL W/CONT'S. WELDED SEAMS, PAINTED TO OWNER'S SPECS. EXHAUST AIR OPENINGS TO BE CUT IN FACTORY ALL HOODS TO BE VL 710 CERTIFIED AND LABELED. HOOD-1 48"x84" 10'x24' 30'x30" 1$"x96" HOOD-2 32'x126" 6"X18" 30'x30' 10"x11' ASHRAS 62 /FBC 403.3 OUTDOOR VENTILATION AIR CALCULATIONS DINING ROOM: 1260 FT'X 100 PERSONS/ 1000 FT'X 20 CFM/ PERSON u 2612 TOILETS: 300 crM EXHAUSTED 300 CFM REQUIRED � 300 KITCHEN; 764 FT'X 20 PERSONS/ 1000 FT'X 15 CFM/ PERSON : 226 STORAQE: 426 FT'X 16 CFI/ FT ® 04 OFFICE: 112 FT'X 50 PERSONS/ 1000 FT2X 20 CFM/ PERSON a 112 OFFICE: 346 FT'X 30 PERSONS/ 1000 FT'X 15 CFM/ PERSON 165 TOTAL OUTSIDE AIR REQUIRED 3369 CFN TOTAL OUTSIDE AIR PROVIDED 4400 CFN BUILDING IN COMPLIANCE W/ ASHRAE 62/ FEC 403.3 m ICE MACHINE CONDENSER (200 LBG)--_— PAD (TYP.) BY MECHANICAL CONTRACTOR ALUM. RAIL (SEE SECTION} \ 1 1/2' O.D. W/ .063" WALL 4"x4'x3/16" - RAIL SECTION � sie• �� ATTACHMENT METHODS: A: PROVIDE 4-22 GA. GALV. HURRICANE STRAPS PER A/C/ UNITS & 2 3/8'x3/4' (.SANG A307 STEEL GALV. BOLTS TO ALUMA STAND RAIL. ALVMA STAND RAIL 1/4'x1/4' L.Q. GALV. A-$07 THUMBSCREWS, 20 TURNS PAIN. TORQUE FOR THUMB SCREWS 20 FT/LBS OR TO RESIST, HORIZONTAL WIND LOADS OF 1060 LBS. 1'x1"X1/18' --' \% — 18MINIMVMI CLEAR HEIGHT. NOTE: 1. SUPPORT FRAME: 6061-T6 ALUMINUM ALLOY, ALL JOINTS WELDED, OTHER THAN SHOWN. 2. ALL CONSTRUCTION TO MEET ALUMINUM ASSOCIATION SPECS. $. SUPPORT FRAMING t ANCHORAGE TO COMPLY W/ THE STATE OF FLORDIA 2001 BUILD'G CODE 4. VIBRATION ISOLATOR PADS SHALL BE PROVIDED BY THE A/C CONTRACTOR $O AS NOT TO CAUSE VIBRATION TO EXISTING SUBSTRUCTURE. 5. SECURE EA. STAND LEG PLATE W/ NEW 3/8' STOVE BOLT INTO WOOD BLOCKING OF STRUCTURE. 0. STAND HEIGHT IS IN COMPLIANCE W/ FBC SECTION 1511.7. A/C UNIT 1 1/4"x9 1/4'x1/8' 16/16" BOLT 8. NUT RUI R-"'�-----SCREW GASKET /C RAIL A/C CURB STRA ANCHORAGE TO COMPLY W/ 2001 STATE OF FLORDIA BUILDING CO CONNECT CURB TO WOOD BLOCKING W/ 1/8"xt' 8TRAP6 24' O.C. EACH W/ TWO 12-14 TEK SCREWS 1" LONG (2" LONG INTO WOOD.) USE #14 TEK SCREW$ 5' LONG 24" O.C. TO SECURE A/C RAIL TO ROOF CURB. A/C UNIT RUBBER GASKET CREW `FAN MAIL A/C CURB BLOCKING ANCHORAGE TO COMPLY W/ 2001 STATE OF FLORDIA BUILDING C CONNECT CURB TO WOOD BLOCKING W/ 1/8'x1' STRAPS 24' O.C. EACH W/ TWO 12-14 TEK SCREWS V LONG (2" LONG INTO WOOD.) USE 12-14 TEK SCREWS 2' LONG 24' O.C. TO SECURE A/C RAIL TO ROOF CURB. SCALE: 1/4 , z1'-0' 1 1 B-- cl a0: Lu z Lu PC �cc Z< ® 0Lu 010 z �= Lu F- t a Ct F- 0 Q Z Q u u V 92 C/� 0 Z Ca� _J LL SEAL I PLAN No. JOB No. SHEET No. La 0— ct1�. C� Lu l� 0 ull G� Lu �o l� Lu �v Lu 0 GJ� IL4a C�> �a .�D LLD <q,) Lu L.(4� ull (q.) FAA CA: �m LDS➢ ull <JA a pia IL➢.➢ Lam.➢ �o G Lu CUI.� L(Ul ufl ORB �v La M Lall Lu t� La �JI 22) DESIGN AND INSTALLATION TO COMPLY W/ FLORIDA BUILDING CODE 2001. t CQUPMEN T o COO NNEC lI DN S F- �� 0 DESCRIPTION LOAD VOLTAGE CONNECTIONS FEEDER NOTES w v) Cc t � 0�0: ' n > T a , - > 0 a cn > 64 > �' TYPE In cn ovz ®- IL. a 0 flu v) w FE W N d z w r4 t: a z 1A CASH REGISTER 2 O DUPLEX RECEPTACLE ES 2 12 12 /4 1 9A DRIVE-THRU WINDOWS. .2 O DIRECT EC 2 12 12 /4 1B COFFEE MACHINE 3.5 O SPECIAL RECEPTACLE EC 3 10 10 /4 NEMA 14-30 28 ICE MACHINE 3.9 O J-BOX/DISC SWITCH o UNrrEC 3 10 10 /4 7B FROSTY MACHINE 6.8 O SPECIAL RECEPTACLE EC 3 10 101/4 /4 NEMA 16-30 $B WALK-IN COOLER 1.5 O WP DISC SWITCH . UNIT EC 3 12 12/4 13B FROSTY MACHINE 5.8 O SPECIAL RECEPTACLE EC 3 10 10 NEMA 16-30 14B WALK-IN COOLER .8 O WP DISC SWITCH a UNIT EC 3 12 12 /4 19B SALAD REFRIGERATO q .8 O DUPLEX RECEPTACLE ES 2 12 12 /4 20B BUN FREEZER 1.5 O WP DISC SWITCH ON emd EC 3 12 12 /4 21B REFRIGERATOR .8 O DUPLEX RECEPTACLE ES 2 12 12 /4 23B REFRIGERATOR .8 O DUPLEX RECEPTACLE ES 2 12 12 /4 298 FRY DUMP STATION 2.9 O DIRECT 2 2 10 10 /4 31B REACH -IN FREEZER .5 O DUPLEX RECEPTACLE ES 2 12 12 /4 336 HAND DRYER 2.3 O DIRECT EC 2 10 10 /4 35B HAND DRYER 2.3 O DIRECT EC 2 10 10 /4 38B POWER SOAK SINK 1.8 O DIRECT EC 2 12 12 /4 190 FRYER CONTROL .5 O DUPLEX RECEPTACLE ES 2 92 12 /4 250 PITA WARMER .6 O SPECIAL RECEPTACLE ES 2 12 12 /4 NEMA 5-20 27C BUN TOASTER 1.6 O SPECIAL RECEPTACLE ES 2 12 12 /4 NEMA 6-20 ES /EQUIPMENT SUPPLIER ® DEDICATED CIRCUIT WITH ISOLATED GROUND EC /ELECTRICAL CONTRACTOR O EQUIPMENT SHALL BE PREWIRED BY EQUIPMENT SUPPLIER. CONDUCTOR QUANITY DOES NOT FIELD CONNECTIONS BY ELECTRICIAN INCLUDE GROUND WIRE ® ALL PLUGS ON CIRCUITS 30 AMP AND ABOVE TO BE OF ANGLE TYPE 120V-9PH JUNCTION BOX ® 208/240V-lPH JUNCTION WX 208/24OV-3PH JUNCTION BOX 20 AMP 12OV-IPH DUPLEX RECEPTACLE 33E 208/24OV-1PH DUPLEX RECEPTACLE 208/240V-3PH DUPLEX RECEPTACLE ❑T TRANSFORMER (MOUNT IN CEILING SPACE) a PUSHEJTTON (40" AFF) 120V EDWARDS 852 WP ® BUZZER (8'-0" AFF) 120V EDWARDS 340A ELECTRIC MOTOR - MOTOR STARTER 208/240V-1PH DISCONNECT SWITCH 208/24OV-3PH DISCONNECT SWITCH ® FIRE DISCONNECT SWITCH (W-0" AFF) 120 VOLT MOMENTARY CONTACT NORMALLY OPEN SWITCH CUTLER -HAMMER 10250T172 WITH 10260TOO BLOCK. TACO GUARD AND 102GOOTFI COVER PLATE PAINTED RED WITH 10260TJ35- 3/16 " EMERGENCY OFF ❑F REMOTE FIRE SUPPRESSION PULL STATION ® REMOTE PIEZO ALERT FROM RT-1, RT-2 AND MUA-1 SMOKE DETECTORS (6'-0" AFF) HVAC MOTORS o C QUPMEN iT (l(`_:�,7ONNEC DNS CHARACTERISTICS DISCONNECT DEVICE ;STARTER CONTROL FEEDER w LOCATION = F< UNIT m w g F- a = 3 p �- �-a- 0� rn w w SERVINGS ¢ LOCATION ~ v z � F- J B F- w F- F- F- a O I_ w ¢ Y F- 3c Q `� Fa- 0) LL d5 09 n O ¢W 0 Q OC �w J p w 4W W z O ®c (!� Z ¢W IL re IL 0 F- v) w F- fi9 00 ui Pam! F- a✓a LL z a = a M a� m z oc� al W z uNi -.I ¢ F^0- w w� e,oC ce2 �� ®2 act ®� �' J ¢ 0 (9 °Cm w a z � o ®� E O 02> €fie w �x K ac 4 Z �F �®- ®-w `tea a,� (7®- aw oGa z �a w m a �j 0 o co Qo� N- Z)¢- w citLu W W @ W® F-0 W 0 0Q w Fw-g F.� QW l4-~ W �� CC 0 0z _ N C4 IL.© � -W a 3VJ Z Z W_> w Z 2 w(L ft 0) F- 3W (n v) w zo r (9 0 1C RT-1 AAON - GAS 64 O ROOF O O O O O EC 3 1 S 1/2 AAON - ELECTRIC o112 O ROOF O O O O O EC 3 4/0 6 1/2 uj uj LENNOX - GAS 68 O ROOF O O O O O EC 3 1 6 1/2 x LENNOX - ELECTRI 96 O ROOF O O O O O^ EC 3 4/0 8' 1/2 0 TRANE - GAS 79 O ROOF O O O O O EC 3 1 8 1/2 TRANE - ELECTRIC o108 O ROOF O O 1 O O O EC 3 4/0 8 191 1/2 7C RT-2 AAON- GAS 64 O ROOF O O O O O EC 3 1 8 1/2 tj AAON - ELECTRIC o112 O ROOF O O O O O EC 3 �&/0 S 1/2 w LENNOX - GAS 68 O ROOF O O O O O EC 3 1 8 1 1/2 �c x LENNOX - ELECTRI 96 O ROOF O O _ O O O EC 3 4/0 8 1/2 0 TRANE - GAS 71 O ROOF O O O O O EG 3 1 ® 1 1/2 o TRANE - ELECTRIC o108 O ROOF O O O O O EC 3 4/0 8' 1/2 130 MUA- AIR WISE - GAS 60 O ROOF O O O O O 12 EC 3 #6 12 1" AIR WISE - ELEC. o100 O ROOF O O O O O 12 EC 3 12 If 1/2 26B EF-9 I GRILL EXHAUST 1 1/2 HID O ROOF O O O 110 O EC 3 12 12 /4 32B EF-2 FRYER EXHAUST 9 HP O ROOF O O O 910 O EC 3 12 12 /4 15A EF-3 RESTROOM EXHAU Hil O ROOF O EC 2 12 12 /4 WP ROOF BUN FREEZER 14B LOCATION SHOWN 20B ON SITE PLA WP TO BUN FREEZER 25B WP ROOF BUN FREEZER LIGHTS 813 - 5/8 COPPER GROUNDING RO - MAX. 4' FROM BUILDING - DRIVEN MIN. 8' AND 10' DEEP GROUNDING CONDUCTOR POWER COMP METER TO POWER COMPANY TRANSFORM (VERIFY EXACT LOCATION IN FIEL PROVIDE (2) J-BOXES ABOVE CEILING: (1) FOR DEDICATED COMPUTER DUPLEX INSIDE THE CABNET (1) REGULAR FOR HEADSET ECT, DEDICATED DUPLEX FOR THE COMPUTER INSTALLED BY THE ELECTRICAL CONTRACTOR INSIDE THE CABINET WP 14" 39B i �i o PROVIDE J-BOX AT 90' AFF. a RUN CIRCUIT 9A THROUGH J-BOX TO ALLOW FUTURE ACCESS TO CIRCUIT FOR POWER CONDITIONER. LIG,HT T SEE GENERAL B NOTE t1 60"(RECESSED)II9 14" 36A36'27A 14" RE TE EST ST ION ' EE N T M14'I, L1 0 W;l 46" 3313 e --- 4Q. BRA'-1 - WP ROOF 10� \ 38B 31A RESTROOM LIGHTING CIRCUIT "16A' / 35B,'49�_-- 0 \ \ 2,42" �,��"_ 2,-0N 2,- O POWER DIS ONNECT UNPOWE _ T SERVICE ® ET A D SMOKE DETECTOR T OF ROO - 46" 72UNIT IF SUPPLIED BY AN APPROVE 67' 60" HVAC SUPPLIER. ELECTRICIAN MUS 26 SEE GENERAL NOTE 41 PROVIDE WITH ALL OTHER MODELS 1960" (RECESSED) FRS (TYP. AT ALL RT UNITS) COOKCENTER 7B II RE, rj ELECTRIC PANEL (f�1 A-1) 141, S 96" O WP ROOF COOKCENTER/COUNTER PREWIRED 3DP FOR REGISTER OUTLETS CONNECT•S 96" FLEX CONDUIT PROVIDED ABOVE CEI NG,14"j Q -o 270 1 1/2 " CONDUIT FOR CASH REGISTER SYSTI +LF-11 • Nis iM2>... To CP MEF-2) IE - _- - TERM. 4,5,6 WP ROOF TO CP 'TERM. 10,11.12 22t 3'-8"- II ® (^�I�' $60 34C 94" TO T Ej 31B 94" r 3/4 CONDUIT --FOR �qTITIFR OUTDOOR MENU SPEAKER SYSTEM R O 1 1/2 " CONDUIT FOR ASH REGISTER SYSTEM STUB OUT AT 46' AFF O 88" 9A ELECTRICAL CONTRACTOR TO INSTALL BOXES INSIDE OF MASONRY WALLS FLUSH WITH INTERIOR FACE -- V----� 00" Cl 107 026 02 C8 014 020 1 1/2 CONDUIT FOR CASH REGISTER SYSTEM 3/4 CONDUIT FOR OUTDOOR MENU SPEAKER SYSTEM o TO SPEAKER POST 0 60" 113 -.4 23B =8`/ rER OUTLET 21B 46* 13B HV IN ELI FEI CO J-BOX AT END OF 3' CONDUIT FOR CASH REGISTER SYSTEM CONNECTION AT 24' AFF. GENERAL NOTES S 1. 120 VOLT NO MOMENTARY CONTACT MICROSWITCH MOUNTED IN HOOD EXTINGUISHING SYSTEM SUCH THAT OPERATION OF EXTINGUISHING SYSTEM SHALL CAUSE MICROSWITC TO CLOSE (TYPICAL OF 2) REFER TO SHEET #16A. 2. REFER TO WIRING AND SITE PREPARATION GUIDE AS PREPARED BY 'WENDY'$ INTERNATIONAL' "INFORMATION SYSTEMS DEPARTMENT" FOR INSTALLATION OF POINT OF SALE CASH REGISTER 'SYSTEM 3. ELECTRICAL CONTRACTOR TO COORDINATE WORK WITH MECHANICAL, REFRIGERATION AND EQUIPMENT CONTRACTORS, INCLUDING COOLER/FREEZER WORK. 4. ELECTRICAL CONTRACTOR TO VERIFY ALL ROUGH -IN DIMENSIONS AND POWER REOUIRMENTS WITH KITCHEN EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN. 6. ELECTRICAL CONTRACTOR TO HOOK UP FIELD CONNECTIONS WITHIN FRONT COUNTER, COOKOENTERS, REMOTE REFRIGERATION AND ICE MACHINE AT TIME OF INSTALLATION. 6. QENERAL CONTRACTOR IS TO VERIFY SIZE OF FAULT CURRENT COWING OFF PRIMARY SERVICE AND 18 TO INSURE ITS COMPATIBILITY w/WENDY'S DISTRIBUTION PANEL. 7. GENERAL CONTRACTOR IS TO INSURE ADEQUATE CONDUIT SIZE FOR ELECTRICAL AND PHONE WIRING ON SITE AND INTO BUILDING 8. HEIGHTS INDICATED FOR RECEPTACLES AND JUNCTION BOXES ARE MEASURED FROM FINISH FLOOR TO THE CENTER OF THE BOX 9. GENERAL CONTRACTOR 13 RESPONSIELE FOR RUNNING ALL TELEPHONE LINES. 10. ALL CIRCUITS MAY BE CORRECTED TO THE LEAST AMOUNT OF CONDUIT RUN UNLESS NOTED OTHERWISE 11. HVAC CONTRACTOR TO SUPPLY AND INSTALL WIRE FOR THERMOSTAT AND SMOKE DETECTOR CIRCUITS. 12. HVAC CONTRACTOR TO CONNECT MUA-9 LOW VOLTAGE CONTROL TERMINALS TO CONTROL PANEL TERMINALS 13. HVAC CONTRACTOR TO PROVIDE REMOTE TEST STATION SIMPLEX TYPE 2098-0049 IN OFFICE IF REQUIRED BY CODE. WIRE ROOF TOP UNIT CONTROL CIRCUIT THRU AUXILIARY CONTACTS IN SMOKE DETECTOR. MAKE ALL FINAL CONNECTIONS. (TYPI AL OF ALL ROOF TOP UNITS) (RT-2� WP ROOF /rl OUPO TLr CT N0KE UNPOWFRE DETEOA OF ROOFTOP UNIT IF SUPPLIED BY AN APPROVED HVAC SUPPLIER, ELECTRCCIAI, MUST PROVIDE WITH ALL OTHER MODEL (TYP. T ALL RT UNITS) 39C J-Box IN LL AT 24" AF 60" IS AFF FOR FOR P FIXTURE 14" 14' 88" 1 1/2 "CONDUIT FOR AS4A VIA POWER CONDITIONER REGISTER SYSTEM J-BOX ABOVE D18TRISJTION PANEL STUB OUT AT 46' AFF HT n 14" L7 14" WP 3A C] a per. Qd9 �' <00 �_ z� ®QQ < D) Lulu 12 i J (IL9 L :z "aC 0 < a x� C�7 F- z w (L� F- C z O o � P, a M co 0 -� cq' Q 0�rv_, 14 0 0 rim qwm Q cn Q Lu `'S Lu lE�ll i Lu ®_ ©Le 9== �L nc Qj L SE L I I I PLAN No. SCAE 2 0o jOL8 UN N(0, 00 C� Lu a-- ffr- IIuJ Doll cm U31- I a-- �L C }� r LU f�lJ 0 Iu (0) t�l G� Lu Lu OD Lu ar- W� fD'G Q �1 (1� Lu G� m U Lu --J1 Lm C� La far l� Cal �1 (m LIU) foul LP3HTNG MXTURE SCHEDULE cc In vy o-- < a s LAMPS MANUFACTURER AND CATALOG NUMBER GENERAL FIXTURE DESCRIPTION COLOR & FINISH MOUNTING SIZE FEEDERS ti o � o pc ®, cc � u. `; ? sn x u, o a y m � -' a _ ,� m ¢ a ¢ ¢ `n v � S-SURFACE R-RECESSED SM-STEM MTD WM-WALL MTD C-CEILING = a ,� B-1 24 3 36 0 F32T8/36K LITHONIA ian Rmm EWAU 20T 3 32 Al2 120 1/3 GEB LP6736 2x4 LAY -IN 0 1 R-C T 4' 4' j 1 12 3/4' 13 3 36 0 F32T8/36K LITHOB-2 2PM3N A Q B 3 32 18LU 120 QEB (a+ L EWAU PM3N 2x4 DEEP CELL 0 R-C 4' 1/ ' 1 9 3/4' B-3 4 3 36 0 F32T8/36K LITHONIA (Oft NO.& EWAU 26P F 3 32 Al2 12Q QEB 2x4 LAY -IN FLANGED 0 R-C 4' 1 Iff 1 If 3/4' (DRYWALL MOUNTED) 0-1 10 2 36 0 F82T8/MK LITHONIA IOR KUM MAU C 2 32 120 GES 4' STRIP IT 0 8 4 t /8' 4' 3' 1 12 3/4' SEE BOOTH LIGHTING DETAIL ON SHEET 7B E-1 13 1 eq/ 130v0 G30/W TROY RLC-1058 FACTORY SHADE 0 C 9 9 3/4' MOUNT @8'-S" AFF. UNLESS NOTED `J F-1 3 1 100/ 130V 0 0OA19/1 LITHONIA LP®/6L4 laa row. EWAU RECESSED CAN w/ FRESNEL LENS 0 R-C 1 12 3/4' EX-1 $ (LAMPS FURNISHED LED PREBCOLITE PEXL 3REN LED LITHONIA LQM SW 3R UO/MELN EXIT LIGHT 0 C 1 1 3/4' w/BATTERY PACK EM-1 4 WITH FIXTURES) PRE8COLITE ERC2/ERCMK LITHONIA ELRZ EMERGENCY FLOODS 0 R 8 24 1/ 12 12 3/4' w/BA77ERY PACK. K-2 1. STONCO SLA-70-NLXL FLAN POLE LIGHT K-3 3 1 175 0 175-MH STONCO SLA-175-MH-NLXL FLOOD QKr8 0 ROOF 1 12 3/4' PHOTOCELL CONTROLLED K-4 12 1 60 0 60-HP3 TROY RLC-142-3PC WALL MOUNTED EXTERIOR EXTERIOR LKiHrs WM 1 1 3/4' T-1 1 76 0 VERSA GIMBALS TV503 TRACK LIGHT 0 C 12 1 3/4' SEE PLAN FOR LENGTH OF TRACK NO. OF HEADS WP-2 1 1 176 0 176-MH SPAULDINQ WQR1-T16 MH LRHONIA TWH-TTOMN WALL MOUNTED EXTERIOR LIGHTS 0 WM 12 12 3/4" w/ELECTRIC EYE CONTROL ALL FIXTURES TO BE SUPPLIED BY ELECTRICAL CONTRACTOR, SEE SHEET 8-6 FOR APPROVED SUPPLIERS UNDER DIVISION 10. ELECTRICAL CONTRACTOR TO VERIFY COLOR SCHEME BEFORE PLACING ORDER. ® SEE FINISH SCHEDULE FOR COLOR TO CP TI UNDERGROUN CONDUIT OUTSIDE MENU BOARD LEGEND FLUORESCENT LIGHTINQ FIXTURE FLUORESCENT LIGHTING( FIXTURE ON NIGHT LIGHT CIRCUIT ® EXIT LIGHT FIXTURE HANGING LIGHT FIXTURE QO RECESSED LIGHT FIXTURE BUILDING LIGHT FIXTURE TRACK LIGHTING HOOD LIGHT (PART OF HOOD) 26A CIRCUIT NUMBER B-1 FIXTURE SYMBOL 3A SUPPLY AIR DIFFUSER RA RETURN AIR DIFFUSER MUA MAKE UP AIR DIFFUSER 'f& SINGLE POLE WALL SWITCH AT 4'-3" A.F.F. EMERGENCY FLOOD LIGHT OCEILING SPEAKER GENERAL NOTES 1) ALL COVER PLATES TO BE STAINLESS STEEL IN ROOMS 108,107.108 & 109 ALL COVER PLATES TO BE IVORY IN ROOMS 101,102,103,104 A 110 2) SEE INTERIOR FINISH SPECIFICATIONS FOR CEILING TILE. 3) EMERGENCY LIGHT SYSTEM IS DESIGNED WITH A MINIMUM OF 1 FOOTCANDLE 4) MOUNT PHOTOELECTRIC SENSOR (FURNISHED) FOR LIGHTING CONTROL ON ROOF. CONNECT TO FAN CONTROL WIRE. 6) IF SUPER LIGHTING IS NOT USED, SERIES II FASCIA LIGHTING IS REQUIRED. CONTACT OWNER FOR ADDITIONAL INFORMATION. MOUNTED ON TOP OF WALL TO CP TERM. 26/27, 28/29, 30/31 32/33, 34/35, 36, 37 AS NEEDED UNDERGROUNDSITE POLE LIGHTS. �� CONDUITQUANITY AND LOCATION MAY VARY ACCORDING TO SPECIFIC SITE REGUIREM9EN DIRECTIONAL SIGN r0 CP rERM. 19 BUILDING SIGN TO CP TERM. 22, 23 STREET POLE SIGN TO CP TERM. 20 RM9. '29, 30/31 VARY ACCORDING TO SPECIFIC32/33, 34/35, 30, 37 SITE REQUIREMENT-$,�_ � AS NEEDED DIRECTIONAL SIGN Lu i ZE < Lu 0 :z 3 0 �Ll IV (� r z 9) z 9 c L P a u io a a rr nn'� VI 4 (� Q 0 o �� o — E-4 �a r� 0 L- a C) C-,) CIO nR LU 0 U 902 p��p ui tL�tu�J a--1 7 r1 V I (1 (I IuUI�I � LU 9:ZI rat -J I Lu M 0 U PL z z o SE L I i PLAN No. SSE-200 00 00 JOB No. SHEET No. I1� t�'1J �D l� c �1> fl--- U� Om- C.� �Il Gam`) �4 �1. Gam' LllU c- C� aL- m m 4' L11ll ufl X U-- duD (L4!] C�D;A (Jl,ll Q111J n �n UB Lu11 lU4J r� b 0ju cm., �v vd) ,D CL RAI] TIME CLOCK SET FOR SYSTEM ACTIVATION (PINS OUT) BETWEEI 1/2 HOUR BEFORE THE CREW ARRIVES AND 1 HOUR AFTER STORE CLOSES. RED ADJUSTMENT LIGHTS THE ADJUSTMENT OF THE LIGHTING CONTROL MUST BE DONE WHEN ADDITIONAL LIGHTING IS REQUIRED. AT THAT TIME, ROTATE THE LEVEL CONTROLS TO THE POINT WHERE THE RED LIGHT JUST COMES ON. CHI CH2 clllc02 30FO- 2n-2000FC:> + FC .+ FC EACH SIDE OF THE CONTROL IS INDEPENDENT AND IS ADJUSTED SEPARATELY WHEN THE TIME CLOCK PINS MOVE PAST THE WHITE ARROW ON THE TIME CLOCK FACE AND ARE IN THE OUT POSITION, THE HVAC SYSTEM WILL COME OUT OF NIGHT SET-BACI AND POWER FOR THE PARKING LOT LIGHTS WILL BE APPLIED TO THE PHOTOCELL CONTROL. TIME CLOCK BYPASS SWITCH PLACED IN THE CENTER (NORMAL) POSITION. BOTH RANGE CONTROL SHOULD BE SET TO THE FOOT CANDLE RANGE. SET BOTH LIGHTING LEVEL ADJUSTMENTS TO ACTIVATE AT DUSK (APPROXIMATELY THE 3 O'CLOCK POSITION) PHOTOCELL, CONTROLLER ER SETTONGS THERMOSTAT SC TTWC3. 8 FOR BOTH KITCHEN AND DINING ROOM (OCCUPIED UNOCCUPIED SUN SYMBOL DISPLAYED MOON SYMBOL DISPLAYED ON THERMOSTAT FACE ON THERMOSTAT FACE HEATING 720 F 600 r COOLING 4" F 850 F -ELECTRIC PANEL9V 400 AMP, 42 CIRCUIT MAIN LUGS - 120/208 VOLT a 3PH, 4 WIRE ITEM KW BRKR CIRCUIT BRKR KW ITEM RANGE OVEN (RANGE TOP) 16 00/3 1 2 50/3 16 OPEN FRYER 3 4 6 6 RANGE OVEN (OVEN) 8 60/2 7 8 60/3 15 OPEN FRYER 9 10 8PARE 20/1 11 12 RTU-2 16.5 100/3 13 14 60/3 15 OPEN FRYER 16 16 17 18 FRY LINE CONTROL VIA TERMINAL 13 1.9 20/1 19 20 60/3 15 OPEN FRYER HOOD LIGHTS VIA TERMINAL 16 4 20/1 21 22 SHUNT TRIP SENSE VIA TERMINAL 38 1 20/1 23 24 PITA WARMER 1.6 20/1 25 26 40/3 11.25 PRESSURE FRYER BUN TOASTER 2.8 20/2 27 28 29 30 ROOF TOP CONVENIENCE OUTLET 8 20/1 31 32 20/1 .2 SPRINKLER CONTROL HOT WATER HEATER 12 60/3 33 34 20/1 1.8 U.C. REFRIGERATOR 35 36 20/1 2.8 FRY DUMP/HEAT LAMP 37 38 20/1 SPARE SPARE 20/1 39 40 20/1 SPARE SPARE 20/1 41 42 20/1 SPARE ELECTRICAL PANEL LOADS PANEL A: 225 AMP, 120/208V, 3PHASE CONNECTED LOAD 13 $7.7 KW 41,889 KVA 105 AMP$ PANEL B: 226 AMP, 120/208V, 3PHASE CONNECTED LOAD IS 48.0 KW 60.0 KVA 133 AMP$ PANEL C: 400 AMP, 12O/208V, 3PHASE CONNECTED LOAD IS 130.26 KW 130.26 KVA 302 AMPS COOKCENTER 225 AMP, 120/208V, 3PHASE PANEL; CONNECTED LOAD 18 36 KW 38.0 KVA 100 AMPS TOTAL ITEMS 1,2,3,4 268 KVA TOTAL LOAD FOR ITEMS 1,2,3,4 268 KVA RTU-1 44 KVA RTU-2 44 KVA TOTAL CONNECTED LOAD o 366 KVA PER TABLE 220.36 OF NEC THE DEMAND LOAD LOAD FOR PANEL DP. 0-200 KVA ♦ 8OZ a 160 KVA 201-20.0 KVA ♦ 10L : 13 oGm KVA $26-800 KVA o 60Z = 16 KVA 189 KVA 626 AM1P3 • 120/208V. SERVICE FOR BUILDING IS 800 AMPS TO RT -17 G3Uo2 AND MUA-1 DD IS T RI p T ION PANEL "D" FEEDER: 3 SETS OF (4-#3501(CMIL-THHN-IN $ 1/2 ' C) BUSSING: 800 AMPS 120/208 VOLT-3PH-4 WIRE W/GROUND BAR OVERCURRENT FEEDERS PROTECTION SERVICE 0 �b Y wn 96 vs� n u_j zo m wo v 1 PANEL "A' 150 3 4 1/0 6 2' 2 PANEL "B' 150 3 4 1/0 6 2' 3 COOKCENTER PANEL 200 3 4 3/0 6 2- 4 PANEL 'C' 400 3 4 eK&& 3 4' 5 RT-1 100 3 4 3 6 1 V2' 6 MVA-1 125 3 4 3 6 11/2' FAN AND LIUGH INC' CONTROL QCPD D SUPPLY/LOAD CONNECTIONS CIRCUIT CONNECTION FUNCTION 1 FROM 26R28R30B ,u GRILL EXHAUST MOTOR STARTER 2 3 4 GRILL EXHAUST FAN 0 ¢ J 6 6 7 FROM 326,34B,3613 FRYER EXHAUST MOTOR STARTER 8 9 10 FRYER EXHAUST FAN 0 J 11 12 13 FROM 190 3 CIRCUITS SWITCHED WITH HOODS CONTACTOR 14 FRY LINE RECEPTACLES a 16 FROM 21C 16 HOOD LIGHTS 17 OUTSIDE MENU BOARDS OUTSIDE MENU BOARDS CONTACTOR 1$ EXTERIOR K-4 FIXTURES BUILDING LIGHTS CONTACTOR 19 BUILDING SIGN 20 DIRECTIONAL SIGN 21 SPARE 22 STREET POLE SIGN BUILDING LIGHTS CONTACTOR 23 STREET POLE SIGN 24 SPARE 26 SPARE 26 SITE LIGHTS SITE LIGHTS CONTACTOR 27 28 SITE LIGHTS 29 30 SITE LIGHTS SITE LIGHTS CONTACTOR 31 $2 SITE LIGHTS 33 34 SITE LIGHTS SITE LIGHTS CONTACTOR 36 36 SPARE 37 SPARE 38 FROM 23C $9 NEUTRAL 40 NOT USED 41 NOT USED 42 NOT USED ppTHERMOSTATS AND L,O `III V O� LET AGE H V AC CONTROL CONNECTIONS ELECTRIC PANEL "A" 226 AMP, 42 CIRCUIT MAIN LUGS - 120/208 VOLT - 3PH, 4 WIRE ITEM KW BRKR CIRCUIT BRKR KW ITEM CASH REGISTER d OFFICE COMPUTER 1.6 20/10 1 2 20/1 .6 EXTERIOR K-4 FIXTURES OUTSIDE RECEPTACLES 1.6 20/1 3 4 20/1 1.6 BUILDING SIGN SPARE 20/1 6 6 20/1 .8 DIRECTIONAL SIGN$ SHUNT TRIP CONTROL POWER .1 20/1 7 8 20/1 SPARE TO BUILDING LIGHT CONTACTOR SPARE 20/1 9 10 20/1 1.6 STREET POLE SIGN SPARE 20/1 11 12 20/1 1.6 STREET POLE SIGN KITCHEN LIGHTS .6 20/1 13 14 20/1 SPARE TO BUILDING LIGHT CONTACTOR RE$TROOM A KITCHEN LIGHTS 7 20/1 15 1$ 20/1 SPARE TO BUILDING LIGHT CONTACTOR KITCHEN LIGHTS .7 20/1 17 18 20/1 1.2 OUTSIDE MENU BOARDS COUNTER & DINING ROOM LIGHTS .9 20/1 19 20 30/2oo 2,8 SITE LIGHTS DINING ROOM LIGHTS .6 20/1 21 22 PENDENT LIGHTS .8 20/1 23 24 $0/2oo 2.8 817E LIGHTS DINING ROOM LIGHTS .6 20/1 25 26 KITCHEN RECEPTACLES 1.6 20/1 27 28 30/2oo 2.8 817E LIGHTS KITCHEN RECEPTACLES 1.6 20/1 29 30 DINING ROOM RECEPTACLES 1.6 20/1 31 32 30/2oo 2.8 81TE LIGHTS MENU BOARD .4 20/1 33 34 OFFICE RECEPTACLES 1.5 20/1 36 36 30/200 2.8 SITE LIGHTS BACK DOOR a SECURITY LIGHTS •6 20/1 $7 38 NON -SWITCHED B-1 FIXTURE8/EM LIGHTS 6 2G/1 39 40 20/1 SPARE TO SITE LIGHT CONTACTOR POWER TO FAN CONTROL SECTION 6 20/1 41 42 20/1 SPARE TO SITE LIGHT CONTAGTOR o ROUTE THRU POWER CONDITIONING J-BOX ABOVE DISTRIBUTION PANEL THEN TO ALL CASH REGISTER AND OFFICE COMPUTER CIRCUITS oo THESE BREAKERS ARE RATED FOR USE WITH HID LIGHTING EXTERIOR WALL POWER COMPANY METER 1 1/2 " CONDUIT BY E.C. (4)-600 KCMIL THHN A #3 GRD. IN 4' CONDUIT 400A M.L. WP C/T EQUIPMENT CABINET ( 3 SETS OF 4 #360 KCMIL THHN IN 3 1/2 " CONDUIT EACH. SET UNDERGROUND TO POWER CO. PAD MTD. XFMR. (VERIFY EXACT LOCATION IN FIELD) PANEL "C' 120/208V,3P,4W (RECESSED) 5/8 " COPPER GROUNDING RODS - MAX. 4" FROM BUILDING - DRIVEN MIN. 8' AND 10' DEEP G 1 800A M.L. L15,0A�-3P 15OA-3P PANEL 'B' PANEL ;X;jj 200A-3Po 40OA-3P9 C00KCENTER PANEL 'C' PANEL 176A-3Po 176A-3Po RT-1 RT-2 MAIN DIST. PANEL 'DP' 120 208V, P,4W GENERALS N00 TES 1) ALL CIRCUIT BREAKERS SHALL BE BOLT -ON ONLY 2) ALL BUSSING SHALL BE COPPER ONLY 3) PANELS 'A', 'B', AND "C' SHALL BE CIRCUITED AS SHOWN 4) THERMOSTATS TO BE PROVIDED WITH FAN CONTROL/'A' PANEL ALONG WITH REMOTE SENSORS BY ELECTRICAL CONTRACTOR. 6) ALL PANELS TO BE RECESSED 6) EXHAUST FANS COME ON WHEN ANSUL SYSTEM ACTIVATES TO MEET CODE REQUIREMENTS 7) DISTRUBUTION SYSTEM RATED • 65,000AIC. (4)-3/0 THW & #6 GIRD. IN 2 1/2 ' CONDUIT (ABOVE CEILING) (4)-1/0 THHN & 116 GRD. IN 2' CONDUIT 226A M.L. PANEL 'A" 120/208V,3P,4W (RECESSED) 2/0 AWG COPPER GROUNDING CONDUCTOR 6/8"XI0' BUILDING METALLIC CONCRETE ENCASED SLAB/ BURIED GROUND STEEL COLD WATER FOUNDATION REBAR/ELECTRODE GROUND RING ROD (IF AVAILABLE) PIPE (IF AVAILABLE) (IF AVAILABLE) (IF AVAILABLE) MOTE-. QROUNDNG ELECTRODE SYSTEM PER ARTICLE 2500.50 OF THE NATIONALS ELECTRICAL CODE. THESE CONNECTIONS ARE PREWIRED AT FACTORY ELECTRIC PANEL " o9y 225 AMP, 42 CIRCUIT MAIN LUGS - 120/208 VOLT W 3PH, 4 WIRE ITEM KW BRKR CIRCUIT BRKR KW ITEM COFFEE MACHINE 3.5 30/2 1 2 $0/3 3.9 ICE MACHINE 3 4 SPARE 20/1 6 6 FROSTY MACHINE 6.8 30/3 7 8 20/3 2.0 WALK-IN COOLER 9 10 11 12 FROSTY MACHINE 6.8 $0/3 13 14 $0/3 2.0 WALK-IN FREEZER 16 16 17 18 SALAD REFRIGERATOR .7 20/1 19 20 20/1 SPARE CHILI WARMER /REF /REFRIGERATOR 2.0 20/1 21 22 20/1 SPARE DRIVE THRU COUNTER / REFRIGERATOR 1.0 20/1 23 24 20/9 SPARE BUN FREEZER LIGHT .6 20/1 26 26 15/3 2.3 GRILL EXHAUST MOTOR STARTER VIA TERMINALS t2,3 ICS BOX LIGHTS .4 20/1 27 28 SPARE 30/1 29 30 FRY LINE REACH -IN FREEZER .6 20/1 31 32 15/3 1.6 FRYER EXHAUST MOTOR STARTER VIA TERMINALS 7,8,9 HAND DRYER 2.3 30/1 33 34 HAND DRYER 2.3 30/1 35 36 HAND DRYER 2.3 30/1 37 38 20/2 1.8 POWER SOAK SINK CARBONATER .7 20/1 $9 40 RECESSED MERCHANDISER 20/1 41 42 $0/1 2.3 HAND DRYER PART OF CCOKCENTER N EQUIPMENT 225A M.L. COOKCENTER PANEL 120/208V,3P,4W (BUILT-IN) 225A M.L. PANEL "B" 120/208V,3P,4W (RECESSED) NOTE $HUNT -TRIP BREAKER CONTROLLED 0 BY ANSUL SYSTEM. SHUTDOWN OF POWER ON LOAD 81DE OF BREAKER SHALL OCCUR ON ACTIVATION OF FIRE SUPPRESSION SYSTEM OR UPON MOMENTARY CONTACT OF ELECTRICAL SHUT DOWN SWITCH " 'W FINISH FLOOR p0WER ROMSD EGA NO SCALE 1 1 a- 0 0 _ Ia, f�3 LU ix .. > co 0 zQ) � CAla LUl ®� a- �it C) 0 a � (f -1 -� v rs E O pi 0 Q� o � a rn � o o� C) U O O � OC lZq --JI uju OW � O 902 � DO Cf) C� Or rof JC� m luo =j z � � O rI �� zz z (0 �1 Iju w 8 rL PLAN NJ- SQL-2000 JOB No. SHEET No. W0405 14 PLUM o NG MXTURE SCHEDULE MEE SHEET 8-4 FOR SPECIFICATIONS) ai a-- z GENERAL FIXTURE DESO PTICO N SUPPLY PIPING DRAINAGE PIPING a o U Of REMARKS EC ¢ p e� � ►- 39 � z0 a rx is tad ¢ A > N a = A-1 1 WATER CLOSET (STANDARD) 1 1/2' INT 4' O 2' O FL O O A-2 2 WATER CLOSET (HANDIOAPPED) 1 1/2 INT 4" O 2" O F•L (�) O B-1 2 LAVATORY 1/2' 1/2" 1 1/2" 1 1/2' 1 1/2 O 1 1/2 O (�) 0 O 4 B-2 2 LAVATORY 1/2' 1/2" 1 1/2" 1 1/2' 1 1/2' O 1 1/2 O 0-1 1 URINAL 3/4' 2' INT 2" O 1 1/2 O O O O O D-1 1 MOP SINK 1/.2' 112" 3" 3' 3" O 1 1/2 O FL 36' 4 D-2 1 CHEMICAL BLEND CENTER FAUCET 1/2' 1/2' FL 64- O AOI 2 DRINK TOWER 1/2' O 14' O O O A02 1 CARBONATOR 1/2' A06 1 COFFEE MACHINE &. WARMER 1/2' 42- TO1 1 CARNET (W/SINK) 1/2" 1/2' 2' 2' 2" O 1 1/ O 18' 14" O O T02 1 POWER SOAK SINK 1/2" 1/2' 2' 2' 2" O 1 1/2 O 8' 10" �3 O4 O8 O T07 2 HAND SINK 1/2" 1/2" 2" 2" 2" O 1 1/2 0 12- 14" @2 @80 111 T09 1 TWO (2) COMPARTMENT ,INK 1/2' 1/2" 2' 2' 2- O 1 1/2" O 12' 14' �3 �4 (, 8 T10 1 HAND SINK (PART OF COUNTER) 1/2" 1/2' 2' 2' 2" O 1 1/2 O 12' 14- Q O O8 002 1 ICE CUBE MACHINE 3/4' �9 O O FL 67' o 0 0 FLOOR DRAINS FD-1 9 5" ADJUSTABLE STRAINER W/CAST IRON BODY, 3' BOTTOM OUTLET - JOSAM MODEL #30003-50 FD-2 1 HUB DRAIN - JOSAM MODEL #30003-7E2 FD-3 4 12" 80. TOP FLOOR SINK W/6" DEEP CAST IRON BODY &, 3" OUTLET - J08AM MODEL #49323-7 NOTES © INDIRECT TO FLOOR DRAIN Q AS DIRECTED BY EQUIPMENT SUPPLIER N/A ® THIS EQUIPMENT FURNISHED BY PLUMBING CONTRACTOR ® SHUTOFF VALVE AND FLEX CONNECTOR LINES TO PRE -RINSE 0 THIS EQUIPMENT FURNISHED BY OTHERS ARE PROVIDED WITH SINK ® PROVIDE VALVE AT EACH CONNECTION TO EQUIPMENT (] VERIFY DIRECT WASTE CONNECTION WITH LOCAL CODE REQUIREMENTS �6 A$ DIRECTED BY PLUMBING CONTRACTOR 10 NA 11 HAND SINK TO EE 7PS86 BY "ADVANCE' PROVIDED & INSTALLED BY PLUMBING CONTRACTOR / 24' DIA. MANHOLE FRAME) O0. INLET OUTLET 4" 1--,' BAFFLE BELOW INLET 1000 GALLON MIN. CAPACITY 3" VENT GREASE WERCCEpTOR DLL` ML NO SCALE NOTE. ENTIRE INTERCEPTOR SHALL BE APPROVED BY ALL LOCAL GOVERNING AUTHORITIES PRIOR TO INSTALLATION / NO SCALE PVC PIPE (SIZE WILL VARY) FINISH FLOOR FLOOR SINK (FD-3) (BY PLUMBING CONTRACTOR) S" SANITARY LINE (SEE PLVIV(INNO PLAN) NOTE- EXTEND CONDENSATE DRAIN LINE FROM COOLER/FREZER THROUGH WALL TO FLOOR DRAIN D-1 1O 19 Fp_1 2" VTR. lL 3 U 90 99 1 1/2 J�L3' VTR. FD-1 \ A-2 90 11 2 JL3' VTR. FD-3 l/ 4" \ Co. \ C-1 FD-9 Co. �1 I1 1/2 �\ 3" CO. 4' FD=1 2^ \ \ �1 1 �. FD-9 FD=1 FD-1 T02 T07 A J 3"\ 3" FD-3 I Co. T09 `\ v ,r 3" B-1 4" �\ 10 91 IL3" VTR. \\.� nn 3' ,\�J I \� o FD-9 2' I > 9 1/2 " r SAWARY V8,00METMC T90 31r ____ 1 9� O9Sff/ FOR CONTINUATION SEE SITE PLAN NO SCALE C!) CONTRACTOR SHALL BEE WASHERLESS f9H � I1hAP111\IIrM (o?fn111 H- IWIoIIhd DH A I\II SCALE: 1/4 " al'-O' 1/2 T30 G LEGEND 7 94 �I O 93 B-2 1 1/214 D_1 1/2 " D-2 1B 9" A-2 A02 1Too 13-1 °K'. A0� 1 "1 T10 1/2 " 1 3/4 " y qJ WATER SUPPLY MOMETIMC NO SCALE T09 1, 1/2 " — — — SANITARY WASTE — — — TEMPERED WATER Q PIPING RISE LINE (GREASE) LINE - — — - SANITARY WASTE GAS LINE PIPING, DROP LINE COLD WATER LINE - - - - - VENT LINE VALVE — HOT WATER LINE VENT LINE -I WH WALL HYDRANT VTR. VENT THRU ROOF PLAN NOTES O ELECTRIC WATER HEATER 80 GALLON STORAGE, 12 KW INPUT, 151 GPH RECOVERY AT 100' RISE. DISCHARGE TIP RELEASE VALVE TO FLOOR DRAIN. PROVIDE VALVE AND UNION ON INLET AND OUTLET. 0 6' SCHEDULE 40 PVC BEVERAGE CONDUIT BELOW SLAB, STUB 6"AFF. AT EACH END WITH WATER TIGHT SEALS AT ALL OPENINGS. SLOPE DOWN 1/8 ' PER FOOT TOWARDS DRINK DISPENSER,USING ONLY LONG RADIUS ELBOWS FOR CHANGES IN DIRECTIONS. BEVERAGE CONDUIT TO FREE OF ALL FOREIGN MATERIAL, SEALED AND PRESSURE TESTED PRIOR TO INSTALLATION OF AND BEFORE SYRUP LINES ARE ACTIVATED. (� FREEZE -PROOF WALL HYDRANT-WOODFORD MODEL 66 OR EQUAL. MOUNT 18' ABOVE FINISHED GRADE. O4 PRECISION PLUMBING PRODUCT MODEL P1600 TRAP PRIMER WITH MODEL (2) DU-3 DISTRIBUTION UNITS. EXTEND MAKEUP WATER LINE TO (1) FLOOR DRAIN IN MEN AND RESTROOM, (1) FLOOR DRAIN UNDER 3 COMPARTMENT SINK, (11 FLOOR DRAIN UNDER 2 COMPARTMENT SINK, (1) FLOOR DRAIN BY COOLER/FREEZER UNIT AND (1) FLOOR DRAIN UNDER ICE MACHINE. ® PRECISION PLUMBING PRODUCT MODEL P1600 TRAP PRIMER WITH MODEL (2) DU-3 DISTRIBUTION UNITS. EXTEND MAKE-UP WATER LINE TO (6) FLOOR DRAIN IN KITCHEN AREA. (� DELETED (�7 1 1/2 ' WATER METER AT FLOOR. l� LEONARD 21OF THERMOSTAT MIXING VALVE (SET FOR 110' F. DELIVERY TO SINKS) BEHIND 12'x12' PRIMED METAL PANEL W/CYLINDER LOCK AND 2 KEYS. O VENT RISER FROM UNDERFLOOR PIPING. REFER TO STACK DIAGRAM FOR CONTINUATION ® 3" INTERCEPTOR VENT WHEN REQUIRED BY LOCAL CODE. ti VERIFY 10' CLEARANCE FROM VENT TO ANY AIR INTAKES. ® PRECAST KITCHEN WASTE INTERCEPTOR. SEE DETAIL THIS SHEET. t3 EXTEND 1 1/2 " WATER LINES TO MAIN. FIELD VERIFY EXACT LOCATION WITH LOCAL WATER COMPANY. 94 ALL WATER SUPPLY LINES, VENT STACK LINES, SANITARY LINES, AND OTHER EXPOSED PLUMBING LINES SHALL BE COMPLETELY SEALED AT ALL WALL PENETRATIONS, THEN COVERED WITH A CHROME ESCUTCHEON WITH THE ESCUTCHEON PLATE BEING SEALED AS WELL. SILICONE SEALENT TO BE EITHER DOW CORNING 1732 OR #786 15 DELETED. 16 EXTEND SANITARY LINE TO MAIN. FIELD VERIFY EXACT LOCATION WITH LOCAL UTILITY COMPANY. 17 PLUMBER TO ASSEMBLE AND INSTALL PRERINSE SPRAY ASSEMBLY AND CHEMICAL BLEND STATION (ITEMS PROVIDED BY EQUIPMENT SUPPLIER) to MOP SINK AREA FAUCET TO BE 'MILL HARDWARE' 19PW2. TEL. (800) 321-7878 19 PLUMBER TO MAKE ALL FINAL CONNECTIONS TO EQUIPMENT 9- 0 cq La ta. � ., a to �0 Lu C) zW i Iu z ® F_ ° to Q [h `D G -� U Onl `l � o� � o w ZL C) U -- r� o � r,02 i Ik 0 C) z �;-� Foy - l�l La m va SE t i PLAN No. � QE-20000(0 JOB No. SHEEN' No. wolsos ,5 Lu Lu G� �I 5c �1 Rju G-� 00 �r �J i� Lu o� IlLU ZD Iu L� a ILu L1 C� Wu uu Lu D� c� LU Lu r� L� La LI Lu w 41U NOTE- ALL DIMENSIONS ARE TO THE OUTSIDE FACE OF PLYWOOD SHEATHING WHICH ALSO ALIGNS WITH FACE OF BRICK LEDGE BELOW. CQMPMENT SCHEDULE DESCRIPTION 01 1 79493 OEM AUTOMAN W/0 TANK O 3 71600 TANK (3 GAL.) �3 2 419363 290 NOZZLE 04 2 419348 2W NOZZLE C6� 4 419340 IN NOZZLE O 6 419349 3N NOZZLE O 1 419352 260 NOZZLE �9 1 419344 IF NOZZLE 3 417369 SERIES DETECTORS 1 417369 TEMINAL DETECTORS - 32222 SINGLE DUAL SWITCH 2 500 o AMEREX 6MB-6H AW FIRE EXTINGUISHER 1 260 AMEREX 66P 6 LITER K FIRE EXTINGUISHER COLD WAT WALL HYDI 17" 18" 15" rX 17" 1 " ak NOTE: USE 500" GAS FRYERS IN FUSE LINKS CAC KSSHELF OVER GOOD (n1UV�_D)ULL. In1- u\99 F unL� 9uj r'Ir'RLc._NJ)1zDOUNJ D U J � Lll\U/➢ ELECTRICAL DISCONNECT ON WALL. INSTALL s 72" A.F.F. 12" VACUUM BREAKER SEE NOTE 4. VHW (1400) TO BUILDING THERMOMETER HEAT TRAP GATE VALVE 1" OW SUPPLY. oilEXPANSION TANK, SEE NOTE 1. T P RELIEF LINE TO CAN WASH. (INDIRECT CONNEOTION.) UNION (TYP.) �I GATE VALVE (TYP NOTES: 1. P.C. SHALL PROVIDE/INSTALL THERMAL EXPANSION TANK ON O.W. SUPPLY LINE AS RECOMMENDED BY WATER HEATER MANUFACTURER. 2. P.C. SHALL INSULATE OW/HW SUPPLY PIPINQ FROM WATER HEATER INLET/OUTLET TO HEAT TRAP. 3. VALVES SHALL 13E SAME SIZE AS PIPE SERVED. 4. INSTALL VACUUM BREAKER VALVE AND TEE ABOVE WATER HEATER. C ILC C HOC WATER HEATER DETML NO SCALE WALL HYDRANT THIS AREA PLUM UNQ ROo MQ -W PLAN SCALE: 1/4 ' 4-0' 04 vil z �!a 0 > y z Yn 0 z a Q C) 0 f �, v) �? 0 � o � U U - (D C) LIU] z d -902 OP4 '® z ILJUI W'9 IUL, fnl-fnl LL r� VD C� luui CC pQ 00 �J Qbll 0 � «. U�Lu ETC 0P -��� ILVIMAW J II 1L SEAL I i 1 PLAN No. SC E-200000 JOB No. SHEET No. c� CD I}— (�1 2 (l�1 G� u.LtJ a-- C� (C� U� C� l� z 0 Di- Lu 40 Lail ViD Lu 0 Lu U0 OD Lu u Uu cu L[LD U_ ULIJ Ulu �1 u-n ccl UJ RJLIJ (c 4 LaA WOW FJOH SCHEDULE TERRA INTERIOR, FINN SCHEDULE TERRA FVJnn G FURNISHED BY INSTALLED 6Y O GC ES ® GC ES CARPET "US AXMINSTER* #47684-07-07/4 AMAZON (STANDARD) O O CARPET "MAOLAND' #11418 E.JRGUNDY FAN (ALTERNATE) O O PAD/TRANSITION STRIP HARTEX 3/8 " CONTRACT CUSHION W/ 1W-138 'TACK' TRANSITIONAL STRIP & BROWH VINYL INSERT O O DINRIC, ROOM - FIELD FT-1 "CROSSVILLE' O'x8" CRO33QRIP #A790-ESURGUNDY SMOKE DECORATIVE FLOOR TILE W/ 6'x8' COVE BASE & MAPEI/DAL-QUALITY 000 GRAY/ U O LATICRETE 4542 PLATINUM GROUT DINING ROOM - ACCENT FT-3 °CROSOVILLE' 8'x8l" CRO 18GR9P #A375 - STONEHENGE DECORATIVE FLOOR TILE W/ MAPEI/DAL - QUALITY #09 GRAY/ O U LATICRETE 4542 PLATINUM QROUT DINING ROOM - ACCENT FT--4 "CROS3VILLE' 8'x8' CROSHMP #A834 - TERRA ROOATA DECORATIVE FLOOR TILE W/ MAPEI/DAL - QUALITY #00 GRAY/ O O LATICRETE 942 PLATINUM GROUT KITCHEN FLOOR TILE FT-2 "CROSSVILLE' 8'x8" CR083GRIP IA790 - BUROUNDY SMOKE W/ 0'x8' COVE BASE & MAPEI/DAL-QUALITY 409 GRAY/ O O LATICRETE #542 PLATINUM GROUT WALLS/1 p n I, , fl S ��1jjJ1�IJ�' (//L�1\ L II� �' EURNSHED BY INSTALLED BY 0 OC ES 0 GG ES CERAMIC WALL TILE C-1/G3 "DAL -TILE' DAL -MATTE GLAZED WALL TILE 4D-735 ALMOND KITCHEN/R1PE3TROOM3 4 1/4 "x4 1/4 ' WALL 'TILE w/ MAPEI/DAL-QUALITY 40 WHITE/ O O LATICRETE 4644 E?RIQHT WHITE GROUT CERAMIC WALL 'TILTS C-'I/C-3 "US CERAMICO" MATTE QLAZIE WAL TILE ) U275 N10%a T ONE KITCHEN/RE,3TR00M3 4 1/4 "x4 1/4 " WALL TILE w/ MAPEVDAL-QUALITY 10 WHITE/ O O (ALTERNATE) LATICRETE #644 ItlIGHT WHITE oROU'r CERAMIC WALL TILE (,'-4 "DAL -TILE' #D-178 PAR 4 GREEN 4 1/4 "x4 1/4 " WALL TILE KITCHEN/RESTHOOM ACCENTS we/ MAPEI /)AL-GUALI T Y 40 WHITE/LATICRETE 11644 FRIGHT O O WHITE GROUT CERAMIC WALL TILE C-4 'US CERAMICS' FLAIR 8ERIES, IIU-717 RAINFOREST, 4 1/4 "x4 1/4 ' KITCHEN/RESTROOM ACCENTS GLAZED WALL TILE w/ MAPEI /DAL -QUALITY 40 WHITE/ O O IALTERNATEI LATICRETE 1644 IR- IGH T WHITE GROUT NON -TILE WALL FINISH 4'-0'x0'-0' IVORY 'FRP" w/J-MOLDING & CORNER TRIM (FOOD PREP AREA) TO MATCH IMARLITE OR KAL-WALL) O O WALLCOVERINO 4°dC-B IKORO;Sf AL #06-00-769 "PEACH MELBA" (BACKGROUIU ZONE) 64" WIDE ISINGER WC) O O PAINTED WALL FINISH 9P-1 'LE FLECK' CUSTOM #FA 604C (HEAVY DENSITY COVERAGE) IALTERNATE BACKGROUND) BASE COAT ® 000 SG. FT. PER GALLON; FINISH COAT w 175 O U 30. FT. / GAL. (FAOHION WALLCOVERING) WALLCOVE RINO WC-0 WEN -BORDER 12000-02 CHAIR RAIL 0 1/8 " H x 16 YDS PER (BOLT O O PANELING 'MARLITE" 318 WIND'3OR ANMRE DESIGN 00'06"xl/41 PLANKS HIGH IMPACT ZONE W/ J MOLDING & CORNER THIM TO MATCH O O (�(✓� //��111��\VIII`�UU M� �-, ELL , „ a 0 „ n,(3 FURNISHED BY INSTALLED BY 0 GC Es 0 GC ES FIRo T COUNTER CORIAN TOP (88-1) wr/ DROP EDGE IN PL,-3 BASE IN PL-1, OAK TRIM IN 9-1 O O TRASH UNITS CORIAN TOP ($S-1) w/ ACCENT IN PL-3 AND BASE IN PL-1 O O CWIDIMENT STAND CORIAN TOP (83-1) wi/ DROP (EDGE IN PL-3 UA:SE IN PL-1, OAK J'MM IN S-i O O TOILET PARTITIONS "MARLI T E" MCP LAMINATE FINISH #020 ALMOND O O VANITY TOPS CORIAN VANITY w/ INTEGRAL BOWL AND MATCHING SPLASH GUARDS. COLOR - BONE O O DOORS "MARLITE" HPL DOORS OUT8IDE FACE IN PL-4, INSIDE FACE IN PL-2 O U SERPENTINE RAIL WROLUTH T IRON POWDER COATED FINISH -PRISMATIC POWDERS (SONIC GOLD METALLIC - UMB2104) O O w/ 2'x4" OAK RAIL rw/ EA$ED EDGES DINIGIC, ROOM WINDOW 808, TCR SOLAR SHADE 00-1 MUSHROOM SAND PLIND8 SHEER WEAVE FAE€IIC O O SILK PLANTS HANC9N(`i PLANTS AND DALT-IN PLANTERS PER PLANS O O WALL DECOR CHOICE OF DECOR PACKAGE: HEARTLAND, 011038RGADS OR FOUNDERS W/ 0RONZE O O METAL FRAMES n W „�„ N „G FURNISHED By INSTALLED BY 0 CSC E O n ES DECORATIVE LIGHT Ew-E CEILIE10 MOUNTED EIIETAL PENDANT, FACTORY SHADE FIXTURE ANTIQUE OBEEN FINISH 1), (130/80w LAMP. (TROY) O O GENERAL LIGHT 13-1 2'x4' FLUORESCENT RECESSED FIXTURE w/ (0) 32W T-8 LAMPS (KITCHEN) 36K w/ CLEAR PRI3NlATIC LEaNO. (HUEECLL OR LITHONIA) O O GENERAL LIGHT D-2 2'x4' FLUORESCENT RECESSED FIXTURE wl l"31 32W T-8 LAMPS IDINING ROOM) 36K w/ 3% 18 CELL PARABOLIC LOUVER -SEMI 8PFCULAR O O MM311. (HUEELL OR LITHONIAI t3IfENERAL UGHT B-3 2'xT FLUORESCENT FLANGED FIXTURE wf/ (3) 32W T-8 LAMPS (REB T ROOMS) 36K w l CLEAR PRISMATIC LEF18 FOR (DRYWALL CEILING O O (HULL OR LITHONIA) ACCENT LICyHTINQ F-1 RECESSED CAN WITH CLAO8 FRESH& LENS AND A10/100 WATT INCANDESCENT LAMP. (HUB LL OR LITHONIA) O O TRACK LIGHTING T-1 "PRE3COLITE' VERSA GIMBALS 4TV603-WEB TRACK FIXTURE$ w/ PAR 30 LAMPS AND MATCHING WHITE TRACK O O CHLNGFURNISHED BY INSTALLED BY 0 GC Es 0 GC ES CEILING TILE CT-1 (DINING ROOM) 'CELOTEX' NU TEX #NTX154-178 MANILLA 24'x24' REVEAL EDGE, FOIL BACKED CEILING TILE w/ MATCHING ARID SYSTEM, COLOR TO MATCH TILE O O CEILING TILE CT-2 (KITCHEN) 'CELOTEX' CAPAUL VINYLROCK GYPSUM PANELS WHITE 24'x48' W/ MATCHING GRID SYSTEM OR 'USG' 13270-WHITE w l 'DX' GRID SYSTEM: GRID COLOR TO MATCH CEILING TILES O O DRYWALL (RESTROOMS) SMOOTH PAINTED DRYWALL / FINISH P-3 O O SEA �1\� FURNISHED BY INSTALLED BY 0 OC ES 0 i,C F.S TABLES 20'x24' (STANDARD) 'SWAN' TAELE TOPS WT-2024 01IE PIECE SOLID SURFACE COLOR: TAHITI SAND O O TAELES 24'x42' (STANDARD QUAD BOOTH ONLY) 'SWAFI' TABLE TOPS WT-2442 ONE: PIECE SOLID SURFACE COLOR: TAHITI BAND O O FREE3TANDINQ TABLE BASES FALCON 1203-22 (20*x24' TOPS): BROWN EPDXY FALCON 1204-2230 (24'x42' TOPS): BROWN EPDXY O O CANTILEVERED TABLE BASES (QUAD BOOTH) PREFINISHED, WALL MOUNTED, CANTILEVERED TAELE BASE O O CHAIRS SHELBY WILLIAMS IWY-97 BENTWOOD SIDE; CHAIR IN NATURAL FRAME UPHOLSTER UP-1 O O BOOTH SEATING AVIS FURNITURE COMPANY VINYL UPHOLSTERED BOOTH WITH REMOVAELE SEAT AND BACK OF 4' HIGH DENSITY COMMERCIAL FOAM. FRAME FINISHED IN PL-1 W/ PL3 ACCENT, OAK TRIM FINISHED IN S-1, UPHOLSTER IN UP-1, AND BOOTH BASE IN V-5 O O UPHOLSTERY UP-1 (STANDARD) 'NAUGAHYDE' 1NEO-42 PINEFOREST O O Jil o�\v/�u� I� I��Nvv W CO M S O N F� N M3 n n E, FURNISHED BY INSTALLED BY 0 GC ES O GC E3 PAINT COLORS P-3 (DRYWALL CEILING) 'ENJAMIN MOORE' REGAL AQUA VELVET WHITE 131901) PRIME w/201 LATEX SEAL O O STAIN COLORS 3-1 (OAK TRIM) STAIN: 'MINWAX' 1235, CHERRY - TWO COATS POLYURETHANE: *MINWAX' FAST DRYING POLY SATIN FINISH - TWO COATS O O SOLID SURFACES 53-1 (COUNTERTOP - STANDARD) CORIAN - PANE l 1/2 ' THICK) O O LAMINATE PL-1 (COUNTER BASE) 'WILSONART' #4063-0 TAWNY LEGACY O O LAMINATE PL-2 (DOORS/INSIDE FACE) 'WILSONART' 11531-00 LIGHT BEIGE O U LAMINATE PL-3 (COUNTER ACCENT) 'FORMICA' )042 NILE O O LAMINATE PL-4 (DOORS/OUTSIDE FACE) "NILSONART' IID43-0 DOESKIN O O VINYL V-5 (BOOTH BASE) HEAVY-DUTY NON -EXPANDED LRROWN VINYL O O IL llc�7" 71 R � Clfl`�--� rF-- � N 2`3 H U`C�',H E D U L E FURNISHED INSTALLED FURNISHED BY BY BY 0 GC ES 0 GC ES_ HARD GOAT STUCCO FINISH BEN MOORE FORMULA ACCENT/ TRIM: 1128 ADOEE Pt51QE/ BASE 105 2Q O O GALLON FORMULA = OY Ox 31.00/ UK Ox 0.00/ OCa Ox 12.00 FIELD COLOR: 1228 ROMAN SHADE/ BA%,,' 105 36 GALLON FORMULA : CY 2n 2.00/ 1:0 Ox 11.00/ OG 3x 13.00/ WH 2x 8.00 O O SPLIT -FACED BLOCK A-1 LCOCK CORP. MO4) 422 3100 J%IN FREEMAN EXT. 13 COLOR: RED "WUNDY'8 RED' COLOR: WHITE: 'WHITEOTO E* C O STYLES: OPLII' FACE RED - 8INGLE SCORE SPLIT FACE SPLIT FACE RIDDED (FLUTED) RED - 5 SCORE ;SPLIT FACE 06 ribs) dMOOTN FACE WHITE - 8INGLIE SCORE SMOOTH NOTE: MORTAR COLOR TO MATCH BLOCK COLOR. EXTERIOR 'VILE / FIE'D TEX-1 'SUMMITVILLE' MOR(;3ANMATE$ NI-30 CHERRY 8',0" FROST RE81;J I AN T Wl MAPEI 1100 (> SAY (:',ROUT C O EXTERIOR TILE / RED TLX-1 TEX-1 "EUCHTAL" FROSTPROOF 8'0 #1,15 INTENSE CARMINE (ALTERNATE) RED WITH MAPL) #00 GRAY GROUT C O FA801A WENDY'3 SIERIE° 11 VA301A - SHINY COPPER (STANDARD) (NATIONAL 81GN OR VACUFOGRM) O O FA8(AA WENDY'S SERIES 11 FASCIA - MIQC (AL T E(RNATE) (NATIONAL SIGN OR VACUFOAM) O O PANTED EXTERIOR TRIM PEX-1 RED "LIENJAMIN MOORE` 4300.20 E'✓rdLLIANT RED PF19.1 RED (1) COAT MOORW00D EXTERIOR PRIMLR (0041 w/ (2) COATS C O IMPkRVEX LNAMEL (300-20) PAINTED F',X'TERJOR TMPA PEA-2 LCME, 'EENJAMIH MOORE' 1300-1074 41) COAT MOORWOOD PFX2 UCIGE EXTERIOR PRIMER (0.9,10 a/ 12) COATS IMPERVEX ENAMEL (300-1074) O O PAMTED EXTERIOR TRIM/11A8HING PEX-3 DEEP ERONZE TORTE "EtENJAMIN MOORE' #103-62 PLU: 3 DEEP LtIONfETONE (1) COAT MOURWOOD EXTEROR PRIMER (0041 wal (2) COATS C O IRONCLAD RETA;RDO (103-62) PRE-ENGINEe RED EXTERIOR EXTRUDED OR A88EMLLED ALUMINUM TRX FACTORY FINISHED TRIM IN PEX-1, PDX-2, PEX-3 (NATIONAL SIGN OR VACIJFORM) C O REAR (DOOR PEX-3 DEEP ERONZETCIIE✓ "ELNJAMIN MOORE' 1163.32 PTA)(-;3 C O DOWHOPOUT PEX-3 DEEP E#RONZETOINE 'EENJAMIN MOORE' 4163-52 P cF�A-13 C C WROUGHT IRON RAILINGS FIN13HED RAIL TO BE POWDER COATED SAFETY RED ) RAL 3020 (EX'TER011) (F0RTIN WELDING OR EQUAL) C O STOREFRONT FIN1:3H ANODIZED ALUMINUM 'KAWNEER" #26-LIC,3HT E(ONZE, 'TUE�LIOHT' #4K-CHAMPAGNE, V18TAWALL #009-CHANIPAONE, US ALUMINUM C O 111-CHAMP'ACNE WALK-IN COOLER "INTERNATIONAL COLD 3 T ORAGE" - SPECTRUM BROWN O O WOOD FENCE A PEX-4 'EIENJAMIN MOORE' SOLID COLOR LATEX ACRYLIC STAIN TRASH ENCLOSURE, 000R3 10 0-00 CHARLESTON L1IOWN C O PFx_4 UU�ODEV� TT 00) Uu 0 = OWNER GC a GENERAL CONTRACTOR ES s EQUIPWIT 6UPPUER d � La LL0) CE 1" 00 llu z �A Lu :r Lfu D f�l Lu Lu 3:RL v p ti) z 0 Lu ) 9C —i � cc> � N I4 —� U U P4a U P4 oa —� 02 �1 1 �1J U o c� Q -� o— 1 U U F� `fy I P®1 92 Lu r� u LSD z PLAN No. L SCE-2000 JOB No. SHEET No. W0405 F-1 Lu Q� 1L9U1 IIaL) a— -n! CU VJ Cry =j n_ UA �P C ILIL_ L1 L4AI) Ilu.. tuLD �J IIdJJ Lu «J Lu C l� a ILa� cry, lL<L� C� cl�D 0 �D CD L1— IL u (CEEB v/.) a91D aLp t1L4.. ull 01 Asa 4L9 l!>�9 QTS; Old) ME LI9 V un 2r. li.l, I INDEX TO SPECIFICATIONS DIVISION 1 - GENERAL SPECIFICATIONS SPECIFICATIONS OF CONSTRUCTION! CONTRACT WITH WENDY'S INTERNATIONAL, INC. DIVISION 2 - 31TE WORK EXCAVATION, BACK FILLING, GRADING ASPHALT PAVING CONCRETE PAVING S'TREPMN O AND PARKING BLOCKS CURES, LANDSCAPING PLANT GUARANTEE AND REPLACEMENT T UTILITIES DIVNIlON 3 - CONCRETE FOOTINGS SLABS AND FOOTINGS SIDEWALKS AND RAMPS SIDEWALK PAVERS PAVINq; CONCRETE PADS DIVISION 4 - MASONRY GENERAL MORTAR FOR FACE LRICK FACE E§tICK DIVISION 6 - METALS WROUGHT IRON RAILING (OUTSIDE - REQUIRED) WROUGHT IRON RAILINQ SERPENTINE RAIL (INTERIOR) DIVISION 6 - CARPENTRY ROUGH CARPENTRY STRUCTURAL LUMEEE,ER NAILING eSCIIELDULE TRUSS JOISTS MNISC-I CARPENTRY WALK-IN COOLER/FREEZER/DRY STORAGE DIVISION 7 - MV8TURE CONTROL DELIVERY HANDLING STORAGE OVERNIGHT COVER ROOFING AND ;SHEET METAL SURFACE PREPARATION WOOD [DECKS PMEMERANE BUILDING INSULATION INSULATION ATTACHMENT (MECHANICAL) FLA'8HlINQ PERIMETER LAP$ CAUL KINGS CAULKING MATERIALS PROJECT / SITE CLEAN-UP INSPECTIONS CONTRACTOR QUALIFICATION ASSURANCE WARRANTY SERIES II FASCIA PANEL SYSTEM DIVISION 8 - DOORS, STOREFRONT AND WINDOWS ALUMINUM ENTRANCE DOORS AND ;STOREFRONT STEEL SERVICE DOORS AND FRAPAES EPiREriNIISHECD DOORS PICKUP WINDOW DIVISION 0 - FINISHES STUCCO (ALTERNATE FINISH NO.11 STUCCO (ALTERNATE FINISH NO. 2) FLOOR AND WALL TILE INSTALLATION EXTERIOR DECORATIVE MALL TILE INTERIOR WALL AND FLOOR TILE GYPSUM DRYWALL 80PENDED CEILING SYSTEM CARPET CARPET INSTALLATION WALL COVERING FILERGLASS REINFORCED POLYESTER (FRP) PANELS PAINTING EXTERIOR TRIM 'EXTERIOR FENCES AND ENCL03URE3 INTERIOR TRIM DIVISION 10 - SPECIALTIES S EXTERIOR TRASH ENCLOSURE GENERAL 8IGNA(.iE KITCHEN EQUIPMENT HOOD FIRE SUPPRFSSIONI SYSTEM AND PORTADLE FIRE EXTIN6'UISHER8 COMMUNICATION SYSTEM PUELIC RE STROOIaM DOORS / PARTITIONS PUELI!C RESTROOPM ACCESSORIES ROOM IDENTIFICATION SIGH A.D.A. RESTROO!IM IDIENTIFICATION! SIGN STAINLESS STEEL CORNERS WALL DECOR SILK PLANT PACKAGE FLOOR MATS DIVISION 116 - MECHANICALS PLUIMEING WATER CLOSETS LAVATORY URINALS MOP SINK FIXTURES AND EQUIPMENT HEATING AND VENTILATION DIVISION 10 - ELECTRICAL APPROVED SUPPLIERS LIST CONTRACTOR BID SHEET DIVISION I - QENERAL SPECIFICATIONS, WENDY'S INTERNATIONAL, INC. CONSTRUCTION CONTRACT THIS CONTRACT 13 MADE THIS DAY OF 200 EETWEEN WENDY'S INTERNATIONAL, INO. INENDY''S) OF 4263 W. DUELIN-GRANVILLE ROAD, DUCELIN, OHIO 43017 AND VOONTRACTORR') OF . IN CONSIDERATION OF THE PROIMWE3 SETT FORTH EELOW, THE PARTIES AGREE AS FOLLOWS: ARTICLE I - CONTRACTOR'S WORK 1. CONTRACTOR SHALL COMSTr1UCT (SUCH CONSTRUCTION REFERRED TO HEREIN AS TFIE 'WORK') ON THE PREMISES, AS DEFINED IN ARTICLE 2 bELOW, A WENDY'S RESTAURANT AND OTHER IMPROVEMENTS IN ACCORDANCE WITH THE DESCRIEED PLOT PLANS, PLANS AND SPECIFICATIONS, DE30HMED UY SHEET NUMBERS AND REVISION DATES AS PROVIDED BY IEXHMIT "A' AND INCORPORATED INTO THIS CONTRACT. 2. CONTRACTOR HEREBY ACKNOWLEDGES RECEIPT OF ALL OF SUCH CONSTRUCTION DOC.;UNNIENTS, IN DUPLICATE, AND HAS INITIALED ONE OF SUCH SETS, WHICH INITIALED SET CONTRACTOR SHALL DELIVER TO WENDY'S WITHIN (6) [BUSINESS f:DAY8 HEREOF, ALL 0r WINCH ARE HEREBY INCORPORATED INTO THIS CONTRACT. ARTICLE 2 - THE PREMISES THE RESTAURANT SHALL BE CONSTRUCTED ON THAT REAL PROPERTY (THE 'PREMISE81 COMMONLY KNOWN AS , It] THE; CITY OF COUNTY OF STATE OF AS IN MORE PARTICULARLY DESCRIBED ON WHAT CERTAIN SURVEY OF SUCH PARCEL DATED MADE BY , RECEIPT OF A COPY OF WHICH SURVEY CONTRACTOR HERESY ACKNOWLEDGE$. ARTICLE 3 - CONTRACT SUM 1. WENDY'S SHALL PAY CONTRACTOR THE SUM OF DOLLARS $ (THE CONTRACT SUM) IN ACCORDANCE WITH THE TER613 OF THIS CONTRACT. THE CONTRACT SUM INCLUDES AND CONTRACTOR SHALL BE SOLELY RESPONSIELE FOR ALL FEDERAL, STATE AND LOCAL TAXES, INCLUDING WITHOUT LIMITATION EXCISE TAXES, USE TAXES AND RETAILERS OCCUPATIONAL TAXES. 2. THE CONTRACT SUM D0E8 NOT INCLUDE THE PURCHASE PRICE AND SHIPPING COST OF THE ITEM$ LISTED ON EXHIBIT ,B. HERETO, EUT DOES INCLUDE INSTALLATION OF SUCH ITtNM S BY CONTRACTOR AS NOTED THEREON. CONTRACTOR SHALL EE RESPONSIELE FOR RECEIVING UNLOADING, INVENTORYING, WAREHOUSING, PROTECTING, INSURING, ASSEMEL.IN1G AND INSTALLING SAME IN THE SAME MANNER AS PURCHASED BY CONTRACTOR. ARTICLE 4 - START DATE 1. CONTRACTOR SHALL COMMENCE CONSTRUCTION WITHIN FIVE (s) CALENDAR DAYS AFTER WRITTEN] NOTICE FROM WENDY'S. 2. SUBSTANTIAL COMPLETION OF THE WORK SHALL BE NO LATER THAN CALENDAR DAYS AFTER CONTRACTOR 13 GIVEN NOTICE TO COMMENCE WORK, FOR PURPOSES OF THE PARAGRAPH, SUEiSTANTIAL COMPLETION SMALL BE THE EARLIER OF THE DATE THE RESTAURANT OPENS FOR BUSINESS OR THE DATE A CERTIFICATE OF OCCUPANCY 13 ISSUED. 3. WRITTEN REQUESTS FOR EXTENSIONS OF TIME SHALL EE GIVEN TO WENDY'S BY CONTRACTOR WITHIN FIVE (5) DAYS AFTER THE OCCURRENCE OF THE BASIS FOR THE EXTENSION REQUEST. NO SUCH REQUEST SHALL EE DEEMED GRANTED UNLESS EXPRE33LY AGREED TO BY WENDY'S IN WRITING. ARTICLE 5 - PERFORMANCE AND CONTRACT BOND/LETTER OF CREDIT 1. WHEN REQUIRED BY WENDY'S, CONTRACTOR SHALL PROVIDE WENDY'S WITH A CONTRACT EDOND OR LETTER OF CREDIT IN THE FULL AMOUNT OF CONTRACT SUM. THE BOND SHALL NAME WENDY'S AS OELIGEE AND IF LETTER OF CREDIT, SHALL EE MADE IN WENDY'S FAVOR AND SHALL BE ON A FORM AND WITH A SURETY COMPANY OR BANK APPROVED BY OWNER. THE BOND AND LETTER OF CREDIT SHALL UNSURE WELL AND FAITHFUL PERFORMANCE OF EACH AND EVERY CONDITION OF THIS CONTRACT; AND, SHALL INDEMNITY WENDY'$ AGAINST ALL DAMAGES SUFFERED BY FAILURE TO PERFORM UNDER THIS CONTRACT. 2. AT WENDY'3 REQUEST, CONTRACTOR SHALL FURNISH 'WENDY'S, WITHIN FIVE (6) BUSINESS DAYS OF SUCH REQUESTS, INFORMATION DEEMED NECESSARY BY WENDY'S TO SHOW THAT CONTRACTOR IS FINANCIALLY SOLVENT AND CAPABLE OF FULLY PERFORMING UNDER THIS CONTRACT. IF, IN WENDY'S SOLE JUDGMENT, CONTRACTOR IS FOUND NOT FINANCIALLY RESPONSIBLE OR CAPAELE, THEN WENDY'S, BY WRITTEN NOTICE, MAY TERMINATE THIS CONTRACT WITHOUT FURTHER OELIGATIONT TO CONTRACTOR OTHER THAN TO PAY CONTRACTOR FOR THE VALUE OF THE WORK IN PLACE AT THE TIME OF TERMINATION. ARTICLE 0 - PERMITS CONTRACTOR SHALL OBTAIN ALL LICENSES, PERMITS, APPROVALS AND CERTIFICATES (COLLECTIVELY, THE 'PERMIT31 NECE83ARY TO COMPLETE THE 'WORK IN COMPLIANCE WITH ALL APPLICABLE; RULES AND REGULATIONS, UNLESS OBTAINED BY WENDY'S. ARTICLE 7 - INSURANCE 1. PRIOR TO COMMENCEMENT OF ','WORK, CONTRACTOR 'SHALL FURNISH WENDY'S WITH CERTIFICATES Or INSURANCE, NAMING WENDY'S AS AN ADDITIONAL INSURED, AS THEIR INTERESTS MAY APPEAR, EVIDENCING THAT CONTRACTOR HAS OBTAINED THE INSURANCE COVERAGE STATED EELOW FROM COMPANIES HOLDING A GENERAL RATING OF 'A' OR €ETTER AS SET FORTH IN THE MOST CURRENT ISSUE OF BEST KEY RATING INSURANCE GUIDE, SUCH CERTIFICATES WILL PROVIDE THAT WeNIDY'S WILL RECEIVE AT LEAST THIRTY ($0) DAYS PRIOR WRITTEN NOTICE OF ANY MATERIAL CHIANQE IN, OR CANCELLATION! OF, SUCH INSURANCE. A. COMPREHENSIVE GENERAL LIAE ILITY INSURANCE INCLUDING A EROAD FORM ENDORSEPMENdT AND A BROAD FORM PROPERTY DAMAGE ENdDORSEMENIT WITH LIMITS NOT LESS THAN 41,000,000 COMEINED SINGLE LIMIT. IF APPROPRIATE, CONTRACTOR SHALL ALSO MAINTAIN! SCAFFOLDING AND DEMOLITION INSURANCE, B. WORKERS COMPENSATION INSURANCE IN ACCORDANCE WITH APPLICABLE ESTATE REQUIREMENTS. C, EMPLOYERS' LIALILITY INSURANCE IN AN AMOUNT NOT LESS THAN .1100,000, D. COMPREHENSIVE AUTOMOBILE LIABILITY INSURANCE INCLUDING OWNED, NON -OWNED AND HIRED COVERAGE IN AN AMOUNT NOT LESS THAN 3600,000 COMBINED SINGLE LIMIT, E. CONTRACTOR SHALL ALSO SATISFY ANY INSURANCE REQUIREMENTS NECESSITATED BY ANY PERTINENT GOVERNMENTAL AUTHORITY. F. CONTRACTOR SHALL MAINTAIN BUILDER'S RISK COVERING THE PREMISES, SUCH INSURANCE SHALL EE WRITTEN ON AN ALL RISK BASIS, AND WILL COVER ALL THE WORK UNTIL WENDY'S FINAL ACCEPTANCE OF SAME. 2. AT ITS ELECTION, WENDY'S MAY WAIVE THE REQUIREMENT THAT CONTRACTOR MAINTAIN THE INSURANCE SET FORTH IN PARAGRAPH 7.1-F IN SUCH INSTANCES, WENDY'S WILL BAR THE RISK OF LOSS TO THE BUILDING STRUCTURE AND ANY EQUIPMENT OF FIXTURES ATTACHED OR INSTALLED TO THE BUILDING STRUCTURE. WENDY'S WILL NOT EE RESPONSIBLE FOR ANY EQUIPMENT OR PER30NdAL PROPERTY OF THE CONTRACTOR OR ITS AGENTS UNDER THESE CIRCUMSTANCE,. ARTICLE 8 - RISK OF LOSS WITH THE EXCEPTION) OF THE RISK OF LOSS ASSUMED BY WENDY'S WHEN THE REQUIREMENT TO MAINTAIN THE INSURANCE SET FORTH INd PARAGRAPH 7A-F IS SPECIFICALLY WAIVED BY WENDY'S, CONTRACTOR ASSUMES ALL RISKS, HAZARDS, AND CONDITIONS IN CONNECTION WITH THE PERFORMANCE OF THIS CONTRACT, AND CONTRACTOR SHALL BE SOLELY RESPONSIELE FOR THE WORK UNTIL FINAL ACCEPTANCE OF THE COMPLETED WORK BY WENDY'S. ARTICLE 0 - CONTRACT DOCUMENTS/CUSTODY OF PLANS THE AGREEMENT AND EACH OF THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND THEY SHALL BE INTERPRETED 80 THAT WHAT IS CALLED FOR BY ONE SHALL BE AS BINDING AS IF CALLED FOR ALL SHOULD THE CONTRACTOR OBSERVE ANY CONFLICTS WITHIN THE CONTRACT DOCUMENTS, HE SHALL BRING THEM TO WENDY'S ATTENTION! FOR DECISION AND REVISION AT ONCE, THE CONTRACTOR SHALL SECURE WRITTEN INSTRUCTION FROM WENDY'S BEFORE PROCEEDING WITH ANY ']WORK AFrECTED BY CONFLICTS, OMISSIONS OR DISCREPANCIES IN THE CONTRACT. CONTRACTOR SHALL RETAIN SOLE CUSTODY OF (EXCEPT AS REQUIRED FOR THE PERFORMANCE OF THE WORK), ALL DRAWINGS, PLANS, SPECIFICATIONS AND ANY COPIES THEREOF FURNISHED TO CONTRACTOR BY WENDY'S. A CONSIGNED SET OF SUCH DRAWINGS, PLANTS, AND SPECIFICATIONS SHALL BE KEPT ON THE PREMISES AT ALL TIMES DURING THE COURSE OF CONSTRUCTION. ALL DRAWINGS, PLANS SPECIFICATIONS AND COPIES THEREOF FURNISHED BY WENDY'S SHALL REMAIN WENDY'S AND SHALL BE RETURNED TO WENDY'S AT THE COMPLETION OF THE WORK, TOGETHER WITH A COMPLETE SET OF 'AS-F)JILT' PLANTS. ARTICLE 10 - METHOD Or PAYMENT 1. UPON SATISFACTORY PROGRESS OF THE WORK AND WENDY'$ RECEIPT OF COMPLETED AND SIGNED PROGRESS PAYMENT REQUESTS, WENDY'S WILL MAKE PAYMENTS ON THE CONTRACT EXCEPT WHEN IN WENDY'3 OPINION IT IS NECESSARY TO PROTECT WENOY'3 FROM LOSS DUE TO DEFECTIVE WORK NOT REMEDIED, CLAIMS OR LIEN'S ON THE PREMISES, FAILURE OF CONTRACTOR TO MAKE PAYMENT PROMPTLY TO SUBCONTRACTORS OR MATERIAL SUPPLIERS, OR UNSATISFACTORY PROGRESSION OF THE WORK. 2. THROUGHOUT THE COURSE OF THIS CONTRACT, CONTRACTOR SHALL DRAW UP NOT MORE THAN FOUR (4) PROGRESS PAYMENT REQUESTS FOR SUIBMISSION TO WENDY'S WHEN THAT PORTION OF THE WORK ASSOCIATED WITH EACH RESPECTIVE PAYMENT REQUEST HAS BEEN COMPLETED. EACH REQUEST SHALL EE SUEMITTED ON WENDY'S APPLICATION AND CERTIFICATE FOR PAYMENT FORM. 3. THE FIRST PROGRESS REQUEST SHALL INCLUDE A COMPLETE LIST OF ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS, INCLUDING NAMES, ADDRESSES AND TELEPHONE NUM6=RS, USED FOR THE WORK 4. -PROGRESS PAYMENTS SHALL W IN PORTIONS OF THE CONTRACT SUM AS SHALL REFLECT THE VALUE OF THE WORK IN PLACE (LE38 AMOUNTS ALREADY PAID TO CONTRACTOR), LESS THE 107. RETAINAGE AND ANY AMOUNTS NECESSARY TO COMPLETE THE WORK. S. FOURTH AND FINAL PAYNMENIT: 10Z OF CONTRACT SUM SHALL BE PAID AFTER THE RESTAURANT IS OPEN, ALL FURNISHED CONSTRUCTION ITEMS (INCLUDING PUNCH LIST) ARE COMPLETED, AND ALL TEST REPORTS, CERTIFICATIONS, WARRANTIES, PER1,11TS AND FINAL CHANGE ORDERS HAVE SEEN DELIVERED TO WENDY'$. B. PRIOR TO RELEASE OF THE FINIAL PAYMENT, THE FOLLOWING DOCUMENTS, COMPLETED AND VALIDLY EXECUTED MUST BE DELIVERED TO WENDY'S. A. CONTRACT- M",5d FINAL WAIVER OF LIEN (FULLY EXECUTED BY ALL SUB(ANTR3ACT'ORS AND SUPPLIERS) CERTIFYING THAT TI-15RE ARE NO LIENS ON THE PROJECT AND THAT ALL SUBC,ONTRACTOR°S AND MATERIAL SUPPLIERS AND OTHER POTENTIAL LIENS HAVE SEEN PAID IN FULL. B. CERTIFICATES OF OCCUPANCY C. AS REQUME-0 BY WENDY'S IN THE rdD DOCUMENT, CONCRETE FOR ASPHALT PAVINO CERTIFICATION (CERTIFYING (SUD-SAGE, BALL, AND SURFACE PREPARATION AND APPLICATION). D. COPY OF ( ONJPLLTL "AS FEAJILT" PLANS, L. CERTIFICATION OF ANY OTHER ITEM OR MATERIAL REASONAELY REQUESTED BY WENDY'S. F. CONTRACTOR'-% CONC.DURnFNCE WITH PUNCH LIST AS DESGRIBED BELOW IN ARTICLE 12. 7, ALL ITEMS REQUIRED IN CONNECTION WITH 1'HE FINIAL PAYMENT SHALL COMPLETED AND 3UEMIT TIED BY CONTRACTOR WITHIN THIRTY I D DAYS OF RESTAURANT OPENINQ. 8. IN THE EVENT CONTRACTOR DOP.11 NOT TIMELY COMPLY WITH ANY OF THE REQUIR!iE MCNTS SET FORTH ABOVE FOR TH!P. F HAL PAYMENT, WENDY'S SHALL RETAIN ALL OF THE REMAINDER OF THE CONTRACT SUM TO PA0TEC'T WII'.P4 DY' AGIAINST ANY LIEN RIGHTS OR CLAIMS, UNTIL ALL REQUIREMENIT8 FOR TIE FINAL PAYMENT HAVE BEEN 8A`UI',SrIEEID, 0. ALL CORRECTLY COMPLETED REQUE' TS FOR PAYMENT RECEIVED AND APPROVED BY WENDY'S WILL BE PAID WITHIN T'WENT'V'-ONIE (211 DAYS OF WENDY'S APPROVAL, EXCEPT FINAL RE I'AINACAE DRAW WHICH SHALL aE: PAID WITHIN] FORTY FIVES (45) DAYS. 10. NO tl''1dITH:3TANDINa ) THE AE"OVE, WENDY'S, MAY RiEA sONAiI ILY CHANCE THE METHOD OF PAYMENT, INCLUDING WITHOUT LkVI'l'ATION, PAYMENT UY JOINT CHECK, IN THE EVENT WENDY'S DETERMINE$ THAT ANOTHER NTETHQD WOULD E- MORE PRUDENT. ARTICLE 11 - PAYMENT RY CONTRACTOR CONTRACTOR SHALT_ PAY SuX0'\ITRACI'0R.3 AND MATERIAL SUPPLIERS IN A TIMELY MANNER TO PREVENT MECHANIC'S OR MATERIAL LIPPLIER'S [JENiS EEING FIL D AGAINST THE PR0'11S!ES. IF WENDY'8 RECEIVES A NOTICE OF CLAIM TO EE FILED ORi IF A CLAIM I'S FILED AS A RESULT OF CONTRACTOR'S NONPAYMENT, WENDY'S SHALL HAVE THE RIGHT, AFTER FIVE (6) DAYS NOTICE TO CONTRACTOR, TO IMIiMIECDIATIELY PAY THE FULL AMOUNT OF ANY SUCH CLAIM DIRECTLY OR INDIRECTLY TO THE CLAIMANT AND DEDUCT SAME FROM THE, CONTRACT SUM. CONTRACTOR WAIVES ANY AND ALL CLAIMS OR CAU3E8 OF ACTION CONTRACTOR HAS OR MAY HAVE AGAINST WENDY'S FOR PAYNIENTS WHICH ARE TO MAY Ems`- MADE UNDER THIS PARAGRAPH, WENDY'S SHALL, AL30 HAVE THE RIGHT AND OPTION TO REQUIRE CrmTRACTOR TO PROVIDE WENDY'S WITH A 0(ONCD INJURING OVER SUCH LIENS IN AN AMOUNT AT LEAST ONE AND ONE-HALF TIMES THE AMOUNT OF ANY SUCH LIENS FILED OR NOTICES OF LIEN, AND SUFFICIENT TO COVER WENDY'S FETES, INTEREST AVID INCREASED 003TS AND EXPENSE;, TO ENFORCE THIS CONTRACT, CONTRACTOR SHALL PROMPTLY DEFEND TO CONCLUSICON! WENDY's INTEREST AGAINST EACH SUCH CLAIM. ARTICLE 12 - PUNCH LIST 1. CONTRACTOR SHALL MEET WITH WENDY'S AND WENDY'3 CONSTRUCTION MANAGER, SEVEN (1) DAYS BEFORE THE OPENING OF THE RESTAURANT IN ORDER TO ESTALEUCH A FORMAL LIST OF CONSTRUCTION ECDIEFICIEN OES (THE "PUNCH LIST"). VIE THE PUNCH LIST ITEMS ARE NOT CORRECTED oIITHIN SEVEN DAYS THEREAFTER, WENDY'S MAY HIRE AN INDEPENDENT CONTRACTOR TO PERFORM SAME AND MAY DEDUCT REASONIALLE COSTS FROM THE MONEYS RETAINED FROM CONTRACTOR DRAW OR LETTER OF CR[;IiIT/PERFORPMANICE DDND: OR MAY EILL CONTRACTOR FOR SUCH COSTS. CONTRACTOR AGREES TO PAY ]IMMEDIATELY ALL SUCH COSTS GILLED BY WENDY'S. Ir AN ITEM CANNOT REASONAD Y FE CORRECTED WITHIN.! SUCH I'EVENI (7) DAYS, THE REA80NS THEREFORE SHALL EVE EXPLAINED IN WAITING ON THE PUNCH LIST TO WENDY'S SATISFACTION. 2. THE PRESPARATWN OF A PUNCH LIST BY WENDY'S SHALL IN NO WAY WAIVE OR AFFECT ANY OTHER RIQHT8 OF WENDY'S UNDER THIS CONTRACT PERTAINING`) TO WARRANTIES, LATENT (DEFECTS, ETC. ARTICLE 13 - CHANGE ORDERS 1. WENDY'S MAY ALTER THIS CONTRACT BY ADDING TO OR DEDUCTING FROM OR OTHERWISE MODIFYING THE WORM(, WITHOUT INVALIDATING; THIS CONTRACT. ALL SUCH CHANCiES SHALL EE PERFORMED UNDER THE 19ONDI T IONS OF THE ORIGINAL CONTRACT, EXCEPT THAT NO EXTRA Y40RK FOR MODIFICATION SHALL BE DONE OR PAID FOR BY WENDY'3 1411TH(OUT A WRITTEN `rfENo9 ORDER FROM WENDY'S :SIGNED BY TIME CONSTRUCTION MAN9AT3ER. 'THE CONTRACT SUM SHALL ERE INCREA8E;D OR DECREASED BY AN AMOUNT AGREED TO IN WRITING BY THE, PARTIES PRIOR TO THE COMMENCEMENT OF ANY SUCH CHAN(5'jP., WHICH AMOUNT SHALL NOT INCLUDE MORE THAN 10/. MARK-UP TO CONTRACTOR. CONTRACTOR SHALL PROVIDE AL EGUA'TE PROOF OF COST OF EACH SUCH ITEMS, 2. ANY EXTENSION OP TIME FOR THE C;(Opk,IPLIETIONM OF THG WORK AS A RESULT OF CHANGE ORDER SHALL COE AGREED TO IN THE WRITTEN AUTHORIZATION FOR SUCH CHANGE ORDER. 3. ALL, REQUEST`, FORS PAYMENT UNDER CHANGE ORDERS MUST LE SUGWITTED TO WENDY'S WITHIN ONE MEEK OF SUBSTANTIAL COMPLETION. ARTICLE 14 - DEFAULT BY CONTRACTOR IF CONTRACTOR FAILS OR NE05LE CTS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT, WENDY'S MAY, AFTER 911• VEN (7) IDAY;y WRITTEN NOTICE TO CUNdTGRACTIOR, MAKE GOOD THE DEFICIENCIES AND DEDUCT THE COST THEREOF FROM PAYMENTS DUE CONTRACTOR AND MAY ALSO TERMINATE THIS CONTRACT BY WRITTEN NOTICE TO CONTRACTOR. UPON SUCH FAILURE OR NEGLECT BY CONTRACTOR, WENDY'S MAY EXERCISE IT$ RIGHT PROVIDED IN ARTICLES 5 HEREIN. ARTICLE 18 - INSPECTION'S WIENDY'3 CONSTRUCTION MANIAGEiR SHALL HAVE THE RIGHT TO INSPECT THE WORK AND REJECT ANY WORK WHICH DOE$ NOT CONFORM TO THE PLANS AND SPECIFICATIONS. WENDY's ALSO HAS V'HE AUTHOORITY TO STOP THE WORK FORT THE PURPOSE OF PERFORMING SPECIAL INSPECTIONS OR TESTING OF THE WORRY. IN THESE INiSTANCE3, o{dIEPIkIY'S WILL GRANT AN A[PPROPRLATS EXTENSION OF TIME; TO CONTRACTOR. 8HOULLD ANY WORK BC FOUND FAULTY AS A RESULT OF SPECIAL INSPECTIONS OR `PESTS, CONTRACTORS "SHALL REPAIR THIS WORK IMMEDIATELY AND PAY THE FEES FOR SAID INSPECTIONS OR TESTS. SHOULD THE WORK BE SATISFACTORY, ',WENDY'8 WILL BEAR SUCH COSTS. ARTICLE 18 - C;ONBTRUOTIOH MANAGER WENDY'S ENGINEERING DEPARTMENT SHALL EE WENDY'S =13TRUCYIONI MANAGER AND SHALL SUPERVISE THE CONSTRUCTION PROVIUEC FOR HEREUNDER IN ACCORDANCE WITH THIS CONTRACT AND ACCEP T LSD INDUSTRY PRACTICES. ARTICLE 17 - CONTRACTOR'S ATTENDANCE CONTRACTOR OR IT83 DF 34 HATED AND GUALIMED REPRE80TATIVE, WITH FULL AUTHORITY TO ACT ON BEHALF OF CONTRACTOR UNDER THIS CONTRACT SHALL, AT ALL TIMES DURING THE PROGRESS OF THE WORK, LEE IN ATTENTDANICE, AT THE PREMISES, AND SUPERVISING THE; WORK, CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE ALL PLANS, SPECIFICATION3 AND OTHER INSTRUCTIONS AND SHALL AT ONCE REPORT TO 'IIFNDY'S ANY ERROR, INCONSISTENCY OR OMISSION CONTRACTOR MAY DISCOVER. CON I'R ACTOR SHALL DO NO WORK WITHOU'r APPROPRIATE PLANS, SPECIFICATION3 OR INTIERPRETATION& ARTICLE 18 - PROTECTION OF WORK AND PROPERTY 1. CONTRACTOR 'SHALL, CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION FOR ALL WORK FRCON't DAMAGE AND THE HLEMUP ITS AND SHALL PROTECT AND TAKE ALL REASONABLE PRECAUTIONS TO PROTECT WENDY'S, WENDY'S PROPERTY, ANY THIRD PARTY AND THE PROPERTY OF ANY THIRD PARTY FROM INJURY OR LOSS DURIN() THE COURSE OF THE WORK. 2. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE RULES AND REGULATIONS OF ANY PUBLIC AUTHORITY HAVING JUOP,3DIOTION FOR THE :SAFETY OF PERSONS OR PROPERTY, CONTRACTOR SHALL [ERECT AND NIMAPI TAIN AS REGIARED BY EXI,STING CONDITIONS AND PROQR ES8 OF THE WORK ALL REASaIAELE SAFFQp (ARCS FOR SAFETY AND PROTECTION), INCLUDING POSTING DANGER 8103, PROMOTING :SAF'LE;TY REGULATIONS AND NOTIFYING OWNERS AND USERS OF ADJACENT UTILITIES AND PROPERTIES. 3. IF THE SEVER) rY OF THE ELEMENTS MAKES IT IMPO:E883MLE TO CONTINUE OPERATIONS IN A SAFE MANNER IN SPITE OF ALL REASONALLE PRECAUTIONS, CONTRACTOR SHALL C5ASE WORK AND IMMEDIATELY NOTIFY WENDY'S. ALL WORK DAMAGED DUE TO CONTRACTORS NEGLIG&XE ;SHALL LE REMOVED AND REPI.AC>EED V,IATH NEW WORK AT CONTRACTOR'S EXPENSE. 4. CONTRACTOR rtHALL PROVIDE AND MAINTAIN A WATER -TIGHT STORAGE SPAC!E, SECURE FROM THIEEFT, FOR STORAGE- OF ALL EQUIPMENT CALLED FOR ON THE PLANS AND SPECIFICATIONS. ARTICLE 10 - INDEIMNITN CONTRACTOR SHALL INDEMNITY AND HOLD WENDY'S HARRNMLESO FROM ANY AND ALL LIAELITY, LOSS DAN'IAG)E, COST AND EXPENSE, INCLUDING COURT COSTS AND ATTORNEY'S FEES (WHETHER OR NOT LITIGATION HAS COMMENCED), OF WHATEVER MATURE OR TYPE THAT WENDY'S MAY SUFFER OR INCUR BY REASON OF: A. ANY INJURY OR DAMAUE :AJ3TATIECD OR PURPORTED TO HAVE BEEN SUSTAINED BY ANY PERP)ON OR THING AS A RESULT OF CONTRACTORS ACTIONS OR OMISSIONS, OR THOSE OF ANY OTHER PERSONS WHO ARE AT' ANY TIME DURING TH[,E COURSE OF CONSTRUCTION ON THE PREMISES UNDER THE DIRECTION.!, SUPERVI:310N, OR SUFFERANCE OF CONTRACTOR, INCLUDING, EUT NOT LIMITED 7'0 SUBCONTRACTORS, LABORERS AND MATERIAL SUPPLIERS. B. ANY (BREACH FOR DEFAULT OF CONTRACTOR UNDER THIS CONTRACT. ARTICLE 20 - COMPLIANCE WITH LAPIS CONTRACTOR SHALL FULLY COMPLY WITH ALL APPLICAIELE FEDERAL, STATE AND LOCAL LAWS, CODES, REGULATIONS, ETC. (COLLECTIVELY, THE 'LAW') IN ITS PERFORMANCE UNDER THIS CONTRACT. PRIOR TO COMMENCING THE WORK, CONTRACTOR SHALL REVIEW THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THEIR CONFORMANCE TO THE LAW. IF CONTRACTOR THEN OR THEREAFTER FINDS THE DRAWINGS AND SPECIFICATIONS ARE AT VARIANCE WITH THE LAW, THEN CONTRACTOR SHALL IMMEDIATELY NOTIFY WENDY'S CONSTRUCTION MANAGER IN WRITING BEFORE PROCEEDING WITH THE WORK. THE COST OF ANY NECESSARY CHANGES TO COMPLY WITH THE LAW SHALL BE AGREED TO uY WENDY'S EEF'ORE PROCEEDING WITH THE WORK. IF ANY OF THE WORK IS DONE CONTRARY TO THE LAW CONTRACTOR SHALL BEAR ALL COSTS REQUIRED TO CORRECT THE WORK, ARTICLE 21 - CONTRACTOR'S WARRANTIES 1. CONTRACTOR WA RRANITS THAT ALL OF THE WORK SHALL BE DONE IN A FIRST CLASS WORKMANLIKE MANNER AND It] ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS WITH NEW, QUALITY MATERIALS AND WARRANTS ALL WORK AND MATERIALS AGAINST DEFECTS IN THE MATERIAL OR THE WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE OPENING DATE OF THE RESTAURANT, UNLESS STATED OTHERWISE IN SPECIFICATIONS. IF A DEFECT IN MATERIAL OR WORKMANSHIP OR A DEVIATION FROM THE DRAWINGS AND SPECIFICATIONS 13 LATENT, HIDDEN OR NOT READILY OBSERVABLE, CONTRACTOR'S WARRANTY SHALL EG EXTENDED ENDED FOR ONE (9l YEAR FROM 'THE DATE_ OF DISCOVERY OF THE DEFECT OR DEVIATION, WITHIN A REASONAE'LE TIME AFTERS WRITTEN NOTICE OF A DEFECT OR DEVIATION CONTRACTOR SHALL WITHOUT EXPENSE TO WENdDY'% REMEDY AND REPAIR SAME AND ANY DAMAGE TO OTHER WORK RESULTING THEREFROM. 2. CONTRACTOR AGRIEE8 TO ?MEET WITH WENDY'S AND THE CONSTRUCTION MANAGER, AT LEAST FIFTEEN (Sa) BUT NOT MORE THAN THIRTY (30) DAYS PRIOR TO THE EXPIRATION OF ONE (1) YEAR FROM THE DATE OF THE COPAIVMENCEMENT OF THE ONE-YEAR WARRANTY PERIOD FOR A WARRANTY INSPECTION OF THE WORK. ALL WARRANTY DEFICIENCIES SHALL BE NOTED AND `l(HE LIST OF DEFICIENCIES SHALL BE GIVEN TO CONTRACTOR. CONTRACTOR AGREES TO CORRECT ALL SUCH DEFICIENCIES WITHIN THIRTY (30) DAYS AFTER THE DATE OF THE MEETING, IF THE DEFICIENCIES ARE NOT TIMELY CORRECTED, WENDY'S MAY HIRE AN INDEPENDENT CONTRACTOR TO DO THE `'WORK AND SHALL BE REIMBURSED PROMPTLY BY THE CONTRACTOR. 3. IF ANY ITEM CANNOT, WITH REASONABLE DILIGENCE, M CORRECTED WITHIN) THIRTY (30) DAYS, CONTRACTOR AGREES TO SET FORTH IN WRITING A REASONABLE SCHEDULE FOR COMPLETION OF THE WORK, IF THE SCHEDULE IS NOT MET. WENDY'S MAY IMMEDIATELY UPON NOTICE TO CONTRACTOR, COMPLETE THE WORK AND BE ENTITLED TO PROMPT REIMBURSEMENT FROM CONTRACTOR. 4. NO ACT OR OMISSION OF WENDY'$ SHALL RELIEVE CONTRACTOR OF CONTRACTOR'S RE8PONTS124LITY FOR DEFICIENT WORKMANSHIP AND MATERIALS. 6. CONTRACTOR SHALL CAUSE EACH OF THE SUBCONTRACTORS RESPONI61tBLE FOR THE ITEMS LISTED BELOW] TO EXECUTE AND DELIVER TO WENDY'S UPON COMPLETION OF THE WORK A 'WRITTEN WARRANTY (REASONAE0 SATISFACTORY TO WENDY'S) COVERING ALL WORK PERFORMED BY SUCH SUBCONTRACTORS. SUCH WARRANTY SHALL EE FOR A PERIOD OF ONE (1) YEAR. UNLESS A WARRANTY FOR A LONGER PERIOD OF TIME IS REQUIRED UNDER THE SPECIFICATIONS OF THE CONTRACT. ALL WARRANTIES INCLUDED IN OR AS PART OF THE RESTAURANT AND SUPPLIED TO CONTRACTOR SHALL BE ASSIGNED TO WENDY'S. THOSE SUBCONTRACTORS REQUIRED TO SUPPLY WARRANTIES TO WENDY'S INCLUDING, EUT MAY NOT EPE LIMITED TO ELECTRICIANS, PLUMEERS, PAVERS, ROOFERS, INSULATORS AND HVAC SUPPLIERS AND MATERIALS. 0. CONTRACTOR AGRE58 TO USE ONLY THOSE SUBCONTRACTORS AND IMMATERIAL SUPPLIERS APPROVED BY WENDY'S AND SHOWN ON PLANS UNLESS A CHANGE 13 FIRST APPROVED BY WENDY13. IN THE EVENT OF AN EMERGENCY, CONTRACTOR MAY, IN CONTRACTORS GOOD FAITH DISCRETION, SUBSTITUTE A SUBCONTRACTOR OR MATERIAL SUPPLIER AND SHALL NOTIFY WENDY'S, AND THE CONSTRUCTION MANAGER OF SUCH CHANGE IN WRITING 'WITHIN THREE (3) DAYS. ARTICLE 22 - NOTICES ALL NOTICES TO BE DELIVERED UNDER THIS CONTRACT SHALL BE IN WRITING, SIGNED BY THE PARTIES SERVING SAME AND DELIVERED PERSONALLY OR BY REGISTERED OR CERTIFIED U.S. MAIL POSTAGE PREPAID, OR BY REPO TAN E PRIVATE DELIVERY SERVICE POSTAGE PREPAID AND PROVIDING A ISECEIPT TO SENDER, EACH SUCH NOTICE SHALL bE DEEMED DELIVERED UPON ACTUAL DELIVERY OR REFUSAL OR FORTY-EIGHT (48) HOURS AFTER MAILING WHICH EVER IS EARLIER TO THE PERTINENT ADDRESS A3 SET FORTH EELOW. NOTICES TO WENDY'S SHALL BE ADDRESSED AS FOLLOWS: WENDY'S INTERNATIONAL, INC. PO BOX 256 4288 W. DUELINi-G`3RANVILLE ROAD DUE LIN, OH 43017 ATTIC: HANK 3HEROWSKI AND TO CONTRACTOR ATTENTION: ARTICLE 23 - SPECIAL CONDITIONS THE TERMS OF THIS CONTRACT ARE SUPJECT TO WENDY'S OBTAINING ALL RIG3H'T$ OF POSSESSION AS MAY EE REQUIRED TO LEGALLY PERFORM THE WORK AT THE PREMISES. IN THE EVENT WENDY'S 18 UNIAE LEv TO TIMELY OBTAIN SUCH POSSESSION, WENDY'S SHALL PROMPTLY NOTIFY CONTRACTOR OF SUCH INABILITY AND THIS CONTRACT SHALL BE NULL AND VOID AND OF NO FURTHER FORCE OR EFFECT. ARTICLE 24 - MISCELLANEOUS PROV13IONS 1. THIS CONTRACT 13 NOT ASSIGNABLE WITHOUT THE PRIOR WRITTEN CONSENT OF 'WENDY,$, AND CONTRACTOR SHALL NOT FACTOR OR PLEDGE THIS CONTRACT. 2. NO RIGHT OR REMEDY CONFERRED UPON OR RESERVED TO WENDY'S IN THIS CONTRACT IS INTENDED TO EE EXCLUSIVE OF ANY OTHER RIGHT OR REMEDY HEREIN OR BY LAW PROVIDED, PUT EACH SHALL BE CUMULATIVE AND IN ADDITION TO EVERY OTHER RIGHT OR REMEDY GIVEN HEREIN OR HEREAFTER EXISTING AT LAW OR IN EQUITY. 3. IN THE EVENT OF ANY CONFLICT BETWEEN THIS CONTRACT AND THE DRAWINGS AND SPECIFICATIONS, THIS CONTRACT SHALL GOVERN. 4. IN THE EVENT ANY PROVISION OF THIS CONTRACT IS FOUND TO M INVALID OR UNENFORCEAE''�-E , THE REMAINDER OF THIS CONTRACT SHALL CONTINUE IN FULL FORCE AND EFFECT. 6. THIS CONTRACT SHALL EE CONSTRUED IN ACCORDANCE WITH THE LAWS OF THE STATE IN WITH THE PRE?M13ES IS LOCATED. 9. CONTRACTOR HEREBY WARRANTS AND REPRESENTS THAT CONTRACTORS DOES NOT AND WILL NOT, DURING THE COURSE OF THE WORK, DISCRIMINATE AGAINST ANY EMPLOYEE OR APPLICANT FOR EMPLOYMENT BASED ON RACE, COLOR, SEX, NATIONAL ORIGIN, RELIGION, AGE, HANDICAP OR OTHER UNLAWFUL BASIS. 7. TIME IS OF THE ESSENCE OF THIS CONTRACT 8. THIS CONTRACT 13 EINDINJC UPON THE PARTIES, THEIR HEIRS, 3UCCE830113 AND APPROVED ASSIGNEES. ARTICLE 26 - LIQUIDATED DAMAGES IN ADDITION TO THE DAMAGES WENDY'S MAY RECOVER FROM CONTRACTOR FOR CONTRACTOR' 0 UNEXCUSED DELAY IN SUBSTANTIALLY COMPLETING THE WORK ON OR BEFORE THE TIME FOR SUBSTANTIAL COMPLETION AS PROVIDED IN ARTICLE 4 ABOVE (OR AS EXTENDED IN WRITING BY WENDY'S), WENDY'S SHALL BE ENTITLED TO RECOVER LIQUIDATED DAMAGES FROM CONTRACTOR IN THE AMOUNT OF 3250.00 FOR EACH CALENDAR DAY THAT SUBSTANTIAL COMPLErTION! 13 DELAYED. THE PARTIES AGREE THAT IT WOULD BE DIFFICULT TO A:SSE88 TIME ACTUAL AMOUNT OF ADDITIONAL DAMAGES FOR SUCH DELAY, BUT •THAT THE STATED AMOUNT 13 A REASONA&EE ESTIMATE OF SAME. ARTICLE 28 - WENDY'S RIGHT TO AUDIT WENDY'3 SHALL HAVE THE RIGHT TO INSPECT, WITH CONTRACTOR'S ASSISTANCE AND COOPERATION, CONTRACTOR'S BOOKS AND FINANCIAL RECORDS PERTAINING DIRECTLY OR INDIRECTLY TO WENDY18, THE WORK OR CON TRACTOR3 FINANCIAL CONDITION!. CONTRACTOR SHALL RETAIN SUCH RECORDS FOR A PERIOD OF THREE 13) YEARS AFTER FINAL PAYMENT UNDER THIS CONTRACT. IN WITNESS WHEREOF, WENDY'S AND CONTRACTOR THROUGH THEIR DULY AUTHORIZED SIGNATORIES HAVE EXECUTED THIS CONTRACT AS SET FORTH BELOW. CONTRACTOR WENDY'S INTERNATIONAL, INC. BY: BY: TITLES: TITLE: DATE: DATE: LAW DEPT LL c C ail- c� 0 (T� EL.tu Lu r� (LJ �J Ln lJ �u�d J UE� u tLu �J III I� f 05 llL LEI fn Lu End (CIL w cyrd) Lu G�� C(ON'TRACTOIF16 AF'N'1UAV1T PURSUANT TO THE TERMS OF THIE TIPULATElD -3,U M CONSTRUCTION AGREEMENT DATED THIS DAY OF 190 FEETWEEN WENDY'S INTERNATIONAL, ING. (WENDY'S) OF 421138 W. fDUELIN-QRANoILLE ROAD, DUBLIN, OH 43017 AND (CONTRACTOR) FOR THE ;CONSTRUCTION OR MODIFICATION OF A WENDY'S OLD FAeHIONED HANdDJRCIER FACILITY LOCATED AT . 'THL UNIDEFRD 10NEID HEREBY AGREES TO ABIDE BY THE FOLLOWING RESTRICTIONS AND RE01UIRsmENT6. A. ALL LIME ITEM QUAN9TITlM% UNIT rASTS AND TOTAL, C08T8 ARE EXACTLY AS LISTED ON THE FINAL BJCD FuREAKD OWN FORM AND CONTAIN NO HIIDDCN COSTS, INCENTIVE,% OR REBATES TO WENDY'S ITS EMPLOYEES, OR ITS 3UPPLIER3. P. ALL INVOICEr, WILL REFLECT THE ACTUAL COS`r Or W«JFdl3 M PLACE BY SUBCONTRACTORS AND OVIERHEAU, PROMT AND EXTRAS ARE EXACTLY AS LISTED ON THE PAYNvIENIT REQUEST FOR IN PLACE. C. NO INCENTIVES, IV' Dw'-EI1 ENT8, TRIPS, KICKBACK OR MONETARY PAYMENTS OF ANY KMD HAVE BEEN OR WILL EE MADE TO WENDY'S OR ITS RFREESEN T ATiVES OR EMPLOYEES FOR THE CONTRACT AWARDED. ANY ��ERVICIES PERFORMED SEPARATELY FOR A WENDY'S EMPLOYEE OR REPRESENTATIVE NlU8T EE DISCLOSED TO THE ENGINEERING DEP'ARn-iEsNT M WRITING AT THE TIME OF CONTRACT 'SIGNPI . D. THE UNDERSIGNED AND HIS SUBCONTRACTOR3 HAVE NOT PROVIDED ANY CASH, MERCHANDISE, AWaJARUS, TRIF-",53, OR CONSIDERATION OF ANY KIND TO ANY FREPRE3ENTAT➢VE OR BAPLOYEE OF WEHDY'8 AS AN INCENTIVE OR AS A REQUIREI`AENIT FOR THE AWARDINIC� OF ANY CONTRACT OR PURCHASE REi-ATFSD TO THE ABOVE CONTRACT. CONTRACTOR BY: TITLE: STATE OF: COUNTY C SS: =aWD1ORN TO AN➢D aUl?FOf3E MEI HIS DAY OF , 200 AMERICANS WITH DISADLITIE'83 ACT (ACDA) NEW CONSTRUCTION CHECKLIST It is the reaponsiblMy of the Oeneeral Contraotot to aj,' sure th�,M each of the following Items is z ootyered poahively and in corn Mince whTh ADA Re ulaatiaana and INeod 'o Nana and `Spe�cHica,tionia. I g y :ANY "NO' ANSWER tSACHAL.S A VIOLATION AND MU'DST EE CORRECTED AT THE CONITRAC TOR'S EXPENSE PRIOR T O THEIR RECEIPT OF FINAL CONTRACT PAYMENT. �JITE PLAN COMPLIANCE Dlaabied 'Pwhing 3paoes, 1) Are the required nuspnb r of diaab➢ad parking apaaces provided as par the below chart? Total Spaccas A000auible I to ?G 1 8p�Z,cse 26 to ICJ 2 Spa oea 51 to 75 $ Spaces 70 to 100 4 epaceo 101 to 130 95 Sp,a0*0 151 to 200 0 Spaces 2) Are diasabled paarkivag apaaoos a minomurn of 96' aMde? 3) is there ti miraimumi D(0' wida, acor eau aiuly O'antered between tvao of the disabled( parking apaces? for on tha patio*anger sided if only one diaab➢ed parking apace N required) 4) lu there: a minimum (4O` owide ac(oa,,�s aloie on tPie passsarlgar tilde of any additional disablad (parking apaives? 6) Are thou divabled prarkk g opac�aa (cloy;Oot to the accea nlbl® enitrance or lro the rouoat lomel aroa of t)ia parking lot? 0) 13 aaach disabled p,arhing apaca Hiarked with the InternatiowA Symbol of Acceusibihty? Are signs mounteocd ai a:xasotly 60" to the ciaoaterline of rho sign? 7) Are ?(`Dens aigne reading 'Van Acceceib➢a" at tare divabled peu.rking upaceo w Mi a 96" Side alleles .16dole? Rampo 1) la, the width of the ir.avoling saarface of the ramp 36' minimum? Is thae traveling suHsca level with the patkinag lot? If riot, is the slope of the tr,ave➢ing Surface a nmAioauun of 1:12? (Slope is given au -a ratio of height to length. J:12 meawu thait for savory Inch of curb height the flared aido muot proDvid(i 12 inuhoa. Ex.: A 6" ourb Tfluat have 72' flared *idea) 2) Ia the Falopa of the flared uidle* as trraidrflurn 1:12? 3) to the curb cast ramp louatad at rho top of rho acueaa aiaie of the dlaablod parking npacoa? 4) it the dioabkW parking o� ace., are located aoro8o a vuNcular way, Is there a 30' rninimcm *tripes( p g GD y orossya➢k loading fronn the aooeos alale to the ourb cut taanup? Path of Ttaval 1) Is this aavoo. aibly path of travel .at louat 06' arssld©? 2) Can all obiecta protrualing into the fpatli be alete*red by a pelr6oro with a vialaal disability using a cause? lin order to be dotectod oa;ging .a rjznu, an objioat rruuat be withlrt 27" of the ground. Obioctaa hanging or mounted overNuead mast be higher than 60' to provide aalr3ar head room. It is new ear*;pry to reruaove obiacts that protrude Ieaa than 4" from the ya1) 3) Does the path of travel maintain ra croass lopo of loua than 2V? 4) Ave all raroaa of ouaLden elevation along the accessible path lean than 1/4 "? Acc,aw,:aiblo Lnirarice 1) Are at least 60Y. of sell publiaD entra.ncao clooeaiRAe? (Not including dviivory tentranveaa or eemployey entranceu) 2) Do all Vvaccassible entran((,ws have signs In kjating the ➢oration of the noaraD t acc *sible entrance? 3) Is thq thteeahoid ievel 10eaa than J/4 ") or beveiad, sap to 1/2 " high? 4) is there a clear and IPva1 ➢anding area of a' X 6' at each accaaeible cntranfoa? ©0hookl°r3t auppliod by Acu;es sibility Inc., ;Sant Lake City, Utah OJILCDDMo COMPLIANCE CHECKLIST Access:, to Goods and Serviceu 1) Ia tho height of the knoh ragist(ar mountat 3@' or lower? 2) la the dicta r oe from then cash rtagiater Counter to the first rail oaf the darpantine at leant 42'? 3) Ave WI posh. ➢io epaceeo on an &r iGaooibie path of travel at 10810 30 vlida? 41 In the restroome, is there a 6' circle or a T-ahapad space for a person using a wheelchair to reverse direction? 5) Are all thresholds and transition strips level (less than 1/4 ')? 0) Are all alaloa and pathways to goods and services (including ainluri betwoon fables and chairs) at least 38" wide? 7) to carpeting low -pile, tightly woven, and securely attached along edges? 8) In routes through public areas, are all obstacles cane-datactabla (located within 27" of iha floor or higher then 89', or protruding less than 4' from the wall)? 9) Are there accaselbla tables or booths available in all dining areas (smoking, non-smoking, solarium, etc.) Which equal 6Z of all table tops provided? (Accessible tables shall have a minimum clear space without obstruction of 30' awida and extending 19" under the table. Thera roust be 27' of knee height clearance beneath the table as maaaurod fr m the floor AND a height of 28' to 34" to the top of the table as measured from the floor.) 0 9 Generally, quad booths mast these requirements. 10) If there are stairs provided to a raised or sunken dining area, do treads hava a non -.slip surface IN applicable)? 11) Do stairs have continuous rails on both sides, with 12' extensions beyond the top and bottom stairs which are returned to the wall or floor (if appiicablo)? 12) Is there a maximum 38' high service counter adjacent to the cash register counter which is the same appearance of the cash register counter with no diaablad symbol? 13) N the condiment stand a maximum of 34' high with a 24' rnaximurn reach to the centerline of the furthest product? Rest Roorns 1) la the corridor at least 48" aide as measured from baseboard to baseboard? 2) Do both rest room entrance doors provide 32' clear width? 3) is there at least 18' of strike side clearance on the pull side of the door? 44) Do all fixtures have 30' X 48' clear floor space alloying for a forward or parallel approach? 6) Do signs utilize raised letters, Braille, and Fz3ymbol of accessibility? Are they mounted on tha otrike side of door at 60' exactly as measured to the centerlino of the sign? 0) Is the clear vridth of the accessible stall door at least 32"? 7) Is the accessible stall door outward syringing and self -closing with a 3 second minimum sweep time? 0) la accaasibie stall door hardware sliding or if twisting, with a large twist laver? 0) Is the accessible stall 5' wide X a' deap? 10) Is the side grab bar mounted on the nearest side wall in a horizontal position at 33' - 36" above the floor? Is the side grab bar at least 42' long, mounted at a maximum of 12" from the rear avail, and extending 64' minimum from the rear wall? Is the rear grab bar mounted in a horizontal position at 33' - 36' above the floor? Is the rear grab bar a minimum of 36" long and mounted at a maximum of 0' from the nearest side wall? Does the rear grab bar allow space for finger gripping balow the bottom of the bar and the toilet tank? 11) la the distance from the nearest side wall to the cantarlina of the toilet 18'? 12) le the toilet paper dispenser mounted at a 44' maximum height or a 19" minimum and 36" from rear wall to leading edge? Is a' clearance provided to the grab bar if mounted above the grab bar? 0 Are the root room accessories (paper towel and soap d(sponsars) mounted at 46' ma.xlmum to highest operable part? Is the mirror mounted at 40' to bottom of reflecting surface? 1=4) 15 the height of the intended accessible lavatory 34' maximum? Is 29' of knee clearance provided (as measured from the floor to the bottom of the sink)? Are the pipes wrapped? 16) Is the urinal 17' maximum to the rim? Is the height to the flush valve 44' maximum? Is the distance from the back wall to the frontmost edge of the urinal rim 14"? Is the clear vridth of the stall 30" minimum? 16) Is the height to the top of the water closet seat between 17' - 19'? 17) Is the trash can open topped? 16) la the nand dryer recessed (not to protrude more than 4' from wall surface)? (Ion rail Contractor Date Notary o0hockliat supplied by accessibility Inc., Salt Lake City, Utah DIVISION 2 - SITE WORK (EXCAVATION, BACKFILLING, GRADING 1. RP41OVE ALL VEGETATION, REFUSE OR EXISTING STRUCTURES IN CONFINES OF BUILDING - CONSTRUCTION AND PAVING AREAS PRIOR TO COWS MENCENIENT OF WORK. 2. EXCAVATE AS REQUIRED TO PROVIDE SUFFICIENT WORKING ROOM FOR THE LAYING, OF FOUNDATION 'HALLS, EXCAVATION FOR ALL FOOTINGS TO BE DOWN( TO UNDISTUREED EARTH WITH A MINIMUM DEPTH AS SHOWN( ON DRAWINGS UNLESS OTHERWISE GOVERNED BY LOCAL CODES. S. IN THE EVENT THAT ROCK IS ENCOUNTERED IN THE FOUNDATION EXCAVATION, AND IF THI3 ROCK MUST Br_p REMOVED BY DYNAMITE 09 COMPRESSOR, THE OWNER WILL REIMBURSE THE CONTRACTOR FOR THE PREDETERMINED COST OF THESE OPERATIONS. 4. BACKFILLING OF WALLS IN INTERIOR AREAS WHERE CONCRETE SLAB WILL VEAR ON GRADE SHALL BE GRITS OR BANK RUN GRAVEL, WELL COMPACTED, BROUGHT TO A SUBGRADE OF 8' BELOW FINISH FLOOR LIME. 6. BACKFILLING OF EXTERIOR FOUNDATION( WALLS SHALL BE CLEAN GRAVEL WELL COMPACTED, BROUGHT TO A SUBGRADE OF 3' BELOW FINISH SIDEWALK PAVING. 6. BACKFILLING OVER UTILITIES RUNNING UNDER PAVED AREAS SHALL BE OF GRITS. 7. REMAINDER OF SITE SHALL BE GRADED TO ASSURE DRAINAGE Or SURFACE WATER FROM UJILDING. 8. REMOVE AND LEGALLY DISPOSE OF EXCESS SOILS FROM THE SiTE. 9. GRADES NOT OTHERWISE INDICATED ON THE PLANS SHALL VE UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE GIVEN, AEAUPT CHANGES IN SLOPES SHALL EE WELL- ROUNDED. THE CONTRACTOR 18 RESPONSIBLE FOR POSITIVE SITE DRAINAGE. 10. SOILS TEST SHALL EE PERFORMED BY THE CONTRACTOR TO ENSURE SOIL MEETS 3,000 PSF DESIGN STRENGTH. CONTRACTOR SHALL NOTIFY WENDY'S 14iMEDIATELY IF EXCAVATION ON ANY PART OF THE 31YE REVEALS FiLL OR GROUND WATER. 11. BITE FILL SHOULD BE NON -ORGANIC SOILS COMPACTED IN 9' LIFTS TO A MINIMUM 98Z STANDARD PROCTOR DENSITY. ASPHALT PAVING ALL PAVING SHALL EE INSTALLED IN AREAS AS INDICATED ON SITE PLAN. PAVEMENT DESIQN :SHALL MEET SOIL CONDITIONS, WENDY'S CONSTRUCTION ENGINEER REQUIREMENTS, AND DETAILS ON .SITE PLAN. SOIL CLASS POOR - CDER s 3.6 - "TYPE: ipLA8TIC WHEN WET SUCH A�5 CLAY, FINE SILT OR BANDY LOAM' MEDIUM - CER 2 7.0 - TYPE: HARD 81T Y=D8ANDS OR SAND GRAVELS G;ONTAIHINQ CLAY OR FINIS SIL'P .GOOD - CvEFR o 12 - TYPE: CLEAN SAND AND SAND GiRAVFL FREE OF CLAY, B➢LT OR LOAM IZI!INIMUM G AVENJENT POOR 81UIL MEDIUM DIUM :)OIL GOOD'BOIL 0" COAFR04E ASPHALT AV" COARSr ASPHALT 3" COAROE ASPHALT BASTE FRNDER 11 1/2 AG)CAMECARATE) 1dA0E 11 1/2" AC, GIIE-GRATE) BABE MATEVRIAL H J/2" AG(;,fflEQRATE) PLU3 1 1/2" AGGREGRA'PIE PLU:D 1 1/ " AGy:G REGGRATE PLLJ8 1 1/2' A3PVIAL T TOPPING 1NVAXINIUNI J/2" AQG)(ISQRA'I'E) 04AX0)UlUN1 l/n AG,,;:RL"GiGRfiiiE) (@fIA)d1hWl.D@DIl 1/2" A:iGGRE_-:GRATE) OONCRE ('E PAVVM) 8PEcirICA T IONS FOR ANY CONCRETE IETE P AVIN'Q REQUIRED FOR TIAN Gi T E IS TO BE VERIFIED BY WWiENADY'B CON'STRUG T ION ENGINEER. STRIPING AND PARK➢Ni IBI COS KaS 8TRIMNG TO K- "TUF-TRAC", (" 3HA SAFETY YELLOW, BY (AVAILABLE THR.01J ;H SHERWIN WiLLIAM,'3) Patkluog lot marking rygealrel-wants will vary deponding upon loves➢ city ocdea. Yellow iia the Bloat coraomon color for lot striiraing and especlaily irarportant for northorn clkdiatea whPra onow is prew',1INt, aince it wvi➢I provide contrast ?torn vinoDa sand salt 191dan wnfauais. If codas allow, white paint is parmiitted for parldng apacep F9 � p atr(p in ord . AIO ht�z,�irds cLoaAd bA ids>ntiflor9 in 'aafaty" yAIow pahA. The fo➢lowing ireaa ;ahokild Lae prop,ar➢y l4entlfietI VaNultq parking area idGatilfiad with the apprgpri,�teA mar!kirog oaa required by local raunicipal codes. Color: yellow or "ohr:0. DiracUon traffic flow .arrcwa painted on the lot :,VwWd identify the route of traavel into and ooit of the parking last from all paabEr, or private ;aiccasa roaido. Color � yallova. Outline tha oulzidrj a;Dt the pick-up window traffic lava with a fokiv Inch solid stripe. (Color - yellow. All caarbs ghat extend frown thee parking lot enli ravv3e tsy .tiny public or private roadway oholuid be paintod. Color - yMlouo. Speed bumpa choukJ be idJyntified va4h otdping. It is root uuaoeasary to paint the entire area. C;ralor - yellow. Parking stops or b➢ocko loc•aated nexi to the building or in tha middle of the parking iot ghooAd be paiitttsd On trap. Colot - YMk-) , Sidowalk curbing dlraoily In the travel path of the bui➢ding aritranoes or exits$ ahcuM bWi ido'ntifled with a 'twa'oo-irwh stripe on the top efip, of th_: curv(a for, a length of threes feat. Color - yellow. If aite conditions w.arratoi, any kALopv ahould b(� blontiliod awlih a two inch line paltoted on the lop and front edge of each Color - yellow. If the cite conditiuris warrant, uroaavvaaNe acroDao 2he drive-thn.r land for enntrancea/exitu that aro perpendicular to drive-thriD tr�affio pattern ,4ioWd be WontifEed with diagonal at0pea. Color - whita or yeIlow ta, mait0h atHping. All poato, poles and their ulippovto or guida wlraa that o ay be oxpooed to vehicle trafflo ahouid be paintod at loant sixty inches in hq-)I& from thc) batae. Color - yellow. 8taflcil "Pick -Up Window" laroiu behind dirootional arrow. Color - white or yailosw to match striping. Any currb th:M roprewiinto a poeedblo hazard to voiliolea bholld bee identiflod by painting a two-Moh Ilne on the top and side of th,a curb. Color - yellerms. Handicap ramps find haiifrdioap parking ahould be ldpentigiadJ with ADA oilriping and stenciling p�;r local Codex. Note: Painting the entire ramp or parking npCaoe as wall ar, paint blooking background on otanclls is root vacQsnmJ Eroded unlese opeoified by code. Handicap sidewWk rarnpz uhoai➢d have the outside aAjrtDing that iu chaingirog in elevation idlendfiyd with a two inch ➢lore pakolod on iha top and Ads edge oP curb for the first 'three feet of invllno otarting from the lower .0 vbt ice level. color - yellow. PARKING ELOCKS CONCRETE PARKING M' DCKdI SHALL. BE INSTALLED AS SHOWN ON DRAWING3. ALL PARKING CLOCKS 3HALI_ IrjE hENIMUM OF 0'-0' IN LIEN(,RTH AND A MAXIMUM OF 6" IN HEIGHT. SOCKS SHALL EE PLACED AS `;:HOW'INI ON SITE PLANE. CURBO CONCRETE CURD( SHAi.L. €'E FULL 0' A 18" FORMED CURC'B WITH EXPANSION JOINTS OR SAW CUTS NIOT MORE THAN 20'-0" APART, ALL FREES T ANCDTIQ OR INTI fflAL 0003 SHALL UE REINFORCED WITH AT LEAST ONE 44 REINFORCINi ROD CONTINUOUS, LANDSCAPING LANDSCAPE UDDER SHALL 31121 IT A WRITTEN PROPOSAL AND LANDSCAPE PLAN TO THE OWNER FOR APPROVAL. PROP03AI. ;SHALL INDICATE, SIZE AND NUNIPER OF PLANTS AND EXACT AVILA TO BE SODIDEU. PROPOSAL TO $HOW rJNIT V`°G=RI02�8 FOR EACH TREE AND SH! RiUD. PROVIDE ALL LABOR, MATERIALt.) AND EtGU,O PNIENT 1',IECE3aAR ' TO CCON`IPLETE T Hip SEEDII°f'I , SODD➢ IG, AND LANDSCAPE PLAN 1 iNQa, EARTHWORK AND ECDQTIQ Aga SHOWN ON PROPOSAL. 'GENERAL CONTRACTOR SHALL LSE RlsgpO@It31Bt.E FOR IN'_3TALLINDQ TOPSOIL TO QRA[DE AND FOR ALL ROUGH GRADING, NO PAYMENTS IN LEACE$$ OF CONTRACT 81IALL UE MADE UNLESS APPROVED BEY OWNER IN W EI T ING, TOTAL PRKOP03AL `"SHALL INCLUDE E ALL WORK INCLUCDING1 TAXES WHERE APPLICABLE. PLANT GUARANITEE AND REPLACEMENT ALL PLANTS AND ;: COLD AREAS 3HALL LE GIJARANTEED FOR ONE YEAR FROM DATE OF ➢N 9 T ALLATIONI. ANY PLANTS NOT IN SATISFACTORY VMOR SHALL W, (REPLACED AT NO ADDITIONAL EXPENSE TO KJW°I@LEER. ' UTILITIES 1. THE GENIERAL (*NTRAOTOR >SHALL FUGRNNH ALL MATfERIAL,% LABOR, T©OL3, TRANh8P(ORi'ATION, INCIDENTALS AND APPURTENANCES TO COMPLETE IN EVERY DETAIL AND LEAVE IN WORKING ORDER ALL UTILITIEE8 (CALLED ruOR HEREIN AND/CDR SHOWN ON THE CONSTRUCTION DOCUMEN1T3. 'fflls INCLUDES BUT 113 NOT LIMITED TO: STORM 3EW ER, a3ANIITARY SEWW9LER, WATER SERVICE, GA3 SERVICE, ELECTRIC 3EN VI4 E, ROOF DRAINAGE, ?ETC. 2. ALL UT1I T Ii 3 RR,'LUDINQ EL'ECTnIC, 8LERVICE TO S➢C:,NIS WILL CC- t:ONOIDERED &TE WORK AND NNOU6111 T TO WITHIN FIVE FLEET OF THE LLJ➢LLDDI'NQ PERIMETER, 3. REGUIRED CDRGaW;°SIE TRAP RE( ARCDL1 BS3 OF LOCATION 3HALL LCE CONSIDERED AS PART OF THE E!JILDINQ COST AND SAD liEFLECTEV:D IN ALL. 24DDINNS. 4. THE GENERAL 0Cs.NTRAOTOR SHALL VERIFY ALL TAPS AND FURNISH ANY CITY DRAW➢Nt20 REGU➢REID PRIOR TO CONSTRU> T K44. 1-JNIS1«JN ➢S - C'ONORETl F'URMSH ALL LABOR, UWIATIEGRIALS AND IE(GIJIPINIIENT NECESSARY TO WMPLETE ALL CONCRETE WORK INCLUDING LEXCAVATIOII, T REN�,HING, FORM WORK, CEMENT FINISH AND PREGJA,3T CONCRETE, FOOTINU ;3 1. REFER TO LU RAWa III('rS FOR DS17E. , DEPTHS, AND REINFORCEMENT. EARTH TRENCH WILL BE PERMITTED FOR F4O(OTIIPICIV; lip CONDITIGOiTB ARE FAVGORAE'LE. 81DlE5 OF TRENCHES SHALL EE CLEAN(, EVEN, VERTICAL AND TRUE, AND Ba TTOM,7 ¢SHAIL.L EV LEVEL, CLEAN AND WITHOUT FILL. 2. REIN9FONRCINQ ;:HALL BE U rIPAINITED AHD UNCOATED, IFRLEE FROM RUST OR SCALE, AND SHALL BE GLEANED AND STRAL4aHTENIEiO EEFtORE FFEINC.11 "IHAPED AND PLACED IN POSITION(, ACCURATELY POSITION( REINIFORr EMEHY AND SEcCURFID Aa AINIST DIOPLAtCE'Ns1EEN7, WHERE THERE IS DELAY INII POURING, RE-IN3PEOT FBrlflrF(9RCEIdENT AND CLEAN OFF ANY DMED CEMENT, MORTAR OR RUST. 3, ALL REINFORGJF1AIF NIT SHALL RE OF 8VE7 AND 8PAi(;HQ AS CALLED FOR ON THE DRAWINQS OR AS PER LOCAL CODE-, . SLAL .D AND FOO T INIG8 1. 3,000 PSI C'CONG;RF 'F 3LA03 TO IL,E R VIhIFORC;.EID WITH 18p{6-W1.4011.4 WELDED WIRE PAERIC INSTALLED IN A MANNENd THAT PL1.Ar E8 IT IN CENTER OF THE. SLAB. ILAP ED'-meta OF) ALTERNATE: 'MBERMEBH' OR EQUAL, A 100V H(yNs1O V'(aiLYIyIEId VIR0H POLYPROPYLENE MERILLATED FIBERS CUNTAININI(A' NO REPROCESSED KOLEMN hIAT1ERIAL0 AND ARE APECIFICALLY EN41INiELRED AND MANUFACTURED TO AN OPTIMUM QNRADUA710NI FOR USE A8 r1WIROUS REINFORCEMENT FOR OONCRETS. 2. PROVIDE 4:.ON IINIUQOU J'0 MIL 'VI'Set 1UEEN" VAPOR BARR➢ER ON LEVEL 4" GRAVEL (BASE UNDER ALL BUILCDIN(A SLABS. LAP FDQE) 3' AND ;`;dKAiL iTU RNi] UP AT W'fAL.L 0. $. ALL CONGRETIi FLOUR3 ,3GIALL BE POURED LEVEL, (EXCEPT WHERE (FLOOR DRAINS OCtCUR, IN WHICH CARE THEY .SHALL HAVE A 36" TO 0" FRAF010'8 ',`10PED TO DRAINS, TOTAL SLOPE IS N LOT TO EXCEED 3/4 " rOELoW FLOOR LEVEL. 4. 1141l CONTRACTOR OMALL 11JILD INTO (ONG RE T E WORK THE FOLLOWING MATERIAL' WHICH ARE FURNIOSHED BY OTHER TV9Al=Dr,8,, AND ' HAL1. GD AND 'SE -CURE SAME A8P REeU.DIRIEID. A. ALL PLUM OMKI AND SYRUP L INE8, LL raC T RIB; CONDUIT, CDON:'RCETE IN8ERT3, HANGER8, ANCHORS, FLOOR O'1.1108,, 83LEEVED3 FOR ALL PiPIN43i, ETC., AND WHEN IREOlUIRfEI) FOR ALL OTHER TRADES, ANCHOR I ,11-T'S, PLATES, ETC., FaOR ALL E(1UlFJhiENT. SIDEWALKS AND RAMPS 4,000 P81 AIR ENTRAINED CONCRETE, 4" THICK, EROONA FINISH SCORE WITH 3/4 ' DEEP CONTRACTION JOINTS INTO APPROXIMATELY 4'-0' SQUARES A3 SHOWN ON DETAIL ON FOUNDATION PLAN 18HEET 3). SIDEWALK PAVERS MONROE CONCRETE PAVER BY NEW WORLD PAVERS TO EE 6cm 12 3/8 ') OR 8cm (3 1/8 ") THICK, RED AND CHARCOAL COLORS 'ANTIQUE ELEND" AVAILABLE THROUGH OSEAVIELD8 (SEES APPROVED SUPPLIER LIST). A 4' CONCRETE SLAW OVER STONE BASE IS RECOMMENDED. A 1/2 ' INCH BEDDING" COURSE OF BAND SHALL BE SPREAD OVER THE SLAB. (SEE DETAIL SHEET 2). A STANDARD 0" CONCRETE CURB SHOULD BE INSTALLED AT THE DRIVE AND STEEL EDGE RESTRAINTS USED FOR TRANSITIONS WITH LANDSCAPE BEDS AND CONCRETE WALKS. THE PAVED WALK SHALL SLOPE AWAY FROM THE BUILDING AT APPROXIMATELY 1/4 ' INCH PER FOOT. PAVING SPECIFICATIONS FOR ANY CONCRETE PAVING REQUIRED FOR THIS SITE 10 TO EE VERIFIED By WENDY'S CONSTRUCTION ENGINEER. CONCRETE PADS BLACK CONCRETE PADS AT PICK-UP WINDOW AND ORDER STATION IREFER TO SITE PLAN). CEi`/JENT OR MORTAR SHALL BE INTEGRALLY COLORED WITH 'WENDY'S BLACK CHENliTINT", A DRY PREPARATION OF COMMERCIALLY PURE, METALLIC PIGMENTS OF HIGH TINCTORIAL STRENGTH, CURE AND SEAL WITH 'SAFE -CURE AND EPX', ALL IN STRICT ACCORDANCE WITH THE DIRECTIONS OF THE MANUFACTURER, THE SPRAY -CURE COMPANY, MADISON, OHIO 44067. A TRIAL SLAB SHALL EE FADE, USING THE SAME MATERIALS YHAT ARE TO EE USED ON THE JOB TO A33URE OWNER ACCEPTANCE. DIVISION! 4 - MASONRY PROVIDE ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE ALL MASONRY WORK INCLUDING STRUCTURAL STEEL, 'HALL TIES, MASONRY REINFORCING , ETC. GENERAL 1. ALL WORK TO EE LAID TRUE TO DIMENSIONS, PLUMVA SQUARE, AND IN BOND OR PROPERLY ANCHORED. ALL COURSES SHALL BE LEVEL WITH JOINTS OF UNIFORM WIDTH, NO JOINTS SHALL EXCEED SPECIFIED SIZE, AND IF NECESSARY, CLIPPED COURSES SHALL EE P'ROVIiDED TO LEVEL OFF. 2. PERFORM ALL MASONRY WORK IN ACCORDANCE WITH EEST TRADE PRACTICES. U,RACE 'GRE(EN" WALLS AND PROTECT MORTAR FROM 'WASHING -OUT' AT END OF DAYS WORK USING PLANKS, WEIGHTED CANVAS, OR SIMILAR MEANS TO COVER WALL. COOPERATE WITH OTHER TRADLE:3 IN JOINTLY EXECUTED WORK AND EUILT-IN ITEMS. PATCH OPENINGS AS REQUIRED FOR PASSAGE OF MECHANICAL AND ELECTRICAL TRADES. 'UNCORED' UNITS MUST BE USED AT ALL EXPOSED AND OR SEMI -EXPOSED CONDITIONS OF MICK ROWLOCK CAPS, SILLS, ETC, SIZE AND LOCATION SHOVJN ON CONSTRUCTION DOCUMENTS. 3. ALL LINTELS SHALL D_; OF SIZE AND SHAPE AS SHOWN OR NOTED ON THE (DRAWINGS AND SHALL BE STRUCTURALLY SOUND FOR THE SPANS AND LOADS INVOLVED. 4. BUILD INTO MASONRY ALL MATERIALS FURNISHED BY OTHER TRADES, SUCH AS ANGLES, ANCHOR DOLTS, FLASHING, STEEL LINTELS AND FRAMING, VENTS, SLEEVES, DOOR FRAMES, MISCELLANEOUS STEEL WORK WITH ANCHORS, ETC. 6. ALL ERICK TO EE LAID IN A RUNNING BOND WITH ALL FIELD ERICK TO MEET ASTM C-2145, TYPE rP,: , GRADE SW. ACCENT FRICK TO MEET EITHER ASTM 0-210 OR ASTM C-6 s2, TYPE HIS3, GRADES SW' . 0. ALL ERICK TO EFE LAID WITH FULL MORTAR IN THE EED AND HEAD JOINTS. 7. CONCAVE TOOLED JOINT USING A TOOL OF LARGER THAN 1/2 " DIAMETER. 8. WALL TIES SHALL EE CORRUGATED MASONRY STRAPPING. TIES SHOULD BEE HOT-0110F'ED GALVANIZED IN ACCORDANCE WITH ASTM A-163, CLASS 8-2. 9. WEEP HOLES SHOULD F� AT LEAST EVERY 24'. 10. FLASHING TO BE PLASTIC COATED ALUMINUM BY DUR-O-'MALL OR THINS COATED COPPER BY YORK FLASHING. THE FLASHING SHOULD PENETRATE THE BRICKWORK AND BE TRIMMED AT THE COMPLETION OF THE MASONRY WORK. 11. CLEAN( AND POINT ALL BRICK AND CONCRETE BLOCK WORK AT END OF EACH WORKING DAY. AT THE COMPLETION OF ''WORK AS AN ENTIRETY, WET WALLS THOROUGHLY AND CLEANS ALL EXPOSED BRICK WORK WITH CLEANER AND STIFF BRISTLE BRUSHES. NO METAL SCRAPERS OR METAL BRUSHES SHALL BE USED ON ANY TYPE OF MASONRY, CLEANING AGENT SHOULD BE AS RECOMMENDED BY BRICK MANUFACTURER. MORTAR FOR FACE ERICK MORTAR SHALL BE ONE PART CEMENT (PORTLAND CEMENT, ASTM C-160, TYPE 1 OR 3). ONE PART LIME (HYDRATED LIME ASTM C-207, TYPE N) AND FIVE PARTS BAND (ASTM C-144 AND POTAUR E WATER). DO NOT USE ADMIXTURES. IN COLD WEATHER, HEAT THE SAND AND WATER. IF TEMPERATURE DROPS TO 30 DEGREES FAHRENHEIT STOP MASONRY WORK. MORTAR FOR SPLIT FACE BLOCK TO BE TINTED TO MATCH BLOCK. FACE BRICK (STANDARD BUILDING FINISH) 4" ERICK VENEER BY GENERAL CLAY , COLUMBUS, OHIO STANDARD: WELLINGTON BLEND P610DULAR 3 6/8 ' X 2 1/4 ' X 7 5/8 " 4' BRICK VENEER BY GLEN GERY, IRIA, OHIO: ALTERNATE: ROSEWOOD MODULAR 3 6/8 ' X 2 1/4 ' X 7 6/0 " SPLIT FACE BLOCK (STANDARD BUILDING FINISH) SPLIT FACE BLOCK BY OBzRFIELDS CONCRETE , DELA'/BARE, OHIO STANDARD: COLOR: UIJFF MODULAR 4' X e3' X 16" SINGLE SCORE SOLID ALTERNATE: COLOR: BUFF MODULAR 4' X 6' X 10' SOLID (w/o 131NQLE SCORE) DIVISION 6 - METALS PROVIDE ALL LABOR, MATERIAL, AND EQUIPMENT NECESSARY TO COMPLETE THE MISCELLANEOUS STRUCTURAL AND DECORATIVE METAL WORK INDICATED ON THE DRAWINGS, ALL MATERIALS TO MEET ASTM A-36. PROVIDE ALL STRUCTURAL STEEL MEM?ERS AS INDICATED ON THE DRAWINGS, ALL WORK SHALL BE IN ACCORDANCE WITH THE STANDARD OF THE INDUSTRY AND ALL LOCAL GOVERNING CODES. FABRICATION SHALL BE FURNISHED TO THOSE TRADES PRIOR TO THE EXECUTION OF THEIR WORK BY THIS SUBCONTRACTOR FOR PROPER INCORPORATION INTO THEIR WORK. 1. SHOP DRAWINGS: SUUJIT FOUR (4) BETS OF SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL AND CHECKING AS REQUIRED. 2. PROVIDE PROPER ANCHOR BOLTS AS INDICATED. 3. ALL STRUCTURAL METAL ITEMS TO RECEIVE ONE COAT OF RUST INHIBJTIVE SHOP PRIMER. WROUGHT IRON RAILING (OUTSIDE - REQUIRED) PROVIDE WROUGHT IRON RAILINGS AS INDICATED ON THE DRAWINGS. RAILINGS SHALL iBE COMPLETE WITH NEWEL POSTS, CORNERS, FLANGED HOSE SHOE AND PITTINGB. RAIL DESION SHALL BE 1/2 " SQUARE TUIBING AT a' O.C.. TOP RAIL AND NEWEL POST TO BE 1' SQUARE TUBING (FINISHED RAIL TO Cc POWDER COATED SAFETY RED). WROUGHT IRON SERPENTINE RAIL (INTERIOR) PROVIDE PRE-FAERICATED SECTIONS OF POWDER GOATEED WROUGHT IRON RAILING. RAILINGS SHALL BE COMPLETE WITH 1' SQUARE UPRIGHT POSTS WITH FLANGED HOSE SHOE AND FITTINGS. RAIL DESIGN SHALL EE 1/2 ' SQUARE TUBING WITH TOP 1/2 ' X 1" CHANNEL PRE -DRILLED TO RECEIVE 2 n 4 SHAPED OAK CAP (STAIN 8-1) STANDARD RAIL FINISH REFER TO SHEET OB AND FINISH SCHEDULES FOR DETAILS) DIVISION) 6 - CARPENTRY ROUGH CARPENTRY FURNISH ALL LABOR, TOOLS, EGUIPMENIT AND MATERIALS TO COMPLETE ALL WORK UNDER THIS HEADING AS INDICATED ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS. PROVIDE AND MAINTAIN TEMPORARY ENCLOSURES, AND BARRICADES AS REQUIRED BY GOVERNING LOCAL ORDINANCES.. PROVIDE TEMPORARY DOOR AND WINDOW ENCLOSURES AS IRECAUIRED. ALL INTERIOR FRAMING TO BE EITHER 3 5/8 ' METAL STUDS AND d 1/2 ' METAL STUDS, OR 2x4 STUDS 16" o/c. AND 2x6 STUDS 16' o/c. DOUR E AT OPENING3, AND TRIPLE AT CORNERS AS SHOWN ON PLAN. HEADERS TO BE 36" WITH TW'10 (2) 2x6'3 SET ON EDGE. ALL OTHER OPENINGS TO BE, DETAILED ON DRAWINGS. STRUCTURAL LUMiER 1. ALL STRUCTURAL LUMEER SHALL DE GRADE STAMPED PER STANDARD QIRADING RULES. UNLESS OTHERWISE NOTED, ALL STRUCTURAL LUMEER SHALL EE SOUTHERN YELLOW PINE No. 2 KD 1aZ. INTERIOR NON -BEARING STUD WALLS SHALL EE STUD GRADE. 2. PLYWOOD SHALL EE DFPA GRADE STAMPED, TYPE ODS 6 PLY WITH EXTERIOR GLUE UNL[EGS OTHERWISE NOTED ON PLANS. S. ROOF FRAMING AND SHEATHING SHALL BE INSPECTED PRIOR TO PLACING ON ROOF. 4. PRE -DRILL ALL HOLES FOR 20d AND LARGER NAIL'S AND LAG BOLTS. 6. DOUR E TOP PLATES ON ALL EXTERIOR AND EEARING PARTIYIONS (NOT OTHERWISE (DETAILED). PLATES SHALL LAP 4'-0" MINIMUM AT SPLICES AND HAVE 6-10d NAIL3 MINIMUM THROUGH EACH SIDE Or SPLICE. LU C�7 ILIl.D IU idle. LU d (0 (LDb Qu aju LSD COD HOLD) CE 1c 0 aM 00 LU ft1l.. C� [LIL. 0 -J n fib [l�Dl �J �I LU 0 0.11.Q C� 0 _J C� [Ltd aiu q�Jl U-- iU 40 CCL 6. BOLT HOLES FOR WOOD CONNECTIONS SHALL EE 1/32" LARC3ER IN DIAMETER THAN NORMAL BOLT SIZE, 7. LAC BOLTS SHALL HAVE LEAD HOLES BORED BEFORE DRIVING. HOLD DIAMETERS TO EE As FOLLOWS: A. GHANK POR` 1ON - SAME DIAMETER AND LENC THS AS SHANK B. THREAD PORTION 0.0 TO 0.75 DIAMETER OF 'THREAD AND SAME LENGTH. S. ALL BOLT HEAD AND NUT'S BEEARIN CA ON WOOD SHALL HAVE STEEL WASHERS. NAILING SCHEDULE ALL NAILING 8HAILL EE COMMON WIRE NAILS CONFORMING TO THE LATEST EDITION OF OESC OR USD. WHERE AUTIONIATIC NAILING 13 USED, NAILS SHALL NOT PENETRATE PLYWOOD SHEATHING, CONNECTIONS LISTED ARE MINIMUM PERMISSIBLE. DETAILS COOVERN OVER SCHEDULE. 1. JOIST TO BILL OUR QIRDEIR, TOE NAIL 3-8d 2. CDRIDUMG TO JOIST OR RAFTER, TOE NAIL EACH END 2-8d 3. SUB FLOORING 3HEATHIN0 AT ALL SEARING- A. 10 OR LESS, FACE NAIL 2-6d 0. 1x3 OR WIDER, FACE NAIL C. 2x-BIND AND FACE NAIL 2-16d 4. 30LE PLATE TO JOIST OR ELOCKING, FACE NAIL %d ® 16" or, 5. TOP PLATE TO STUD, END NAIL 2-10d 6. 8TUD TO SOLE PLATES, FACE NAIL A -ad 7. D U O ELE STUD S, S f✓ 2. ACE NAIL t` 3. DOUBLE TOP PLATES, (FACE NAIL 10d 18" 00 0. � TOP P LAIE� LAP' MAID I FACE � :- INTERSECTIONS f'A �E NAIL 2-16d 10. CONTINUOUS HEADER, TWO PIECES (ALONG EACH EDGE) 16d g 16" oc 11. CEILINen J01.13TS OR RAFTERS TO ALL BEARINGS, TOC NAIL 3-8d 12. CONTINUOUS HEADER TO STUD, TOE NAIL 4-6d 13. CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-16d 14. CEILING, JOIST TO PARALLEL RAFTER, FACE MAIL 3_16d 16. T BRACE TO EACH STUD AND PLATE, FACE NAIL 2,t8d 18. E U, LT -UP CORNER 'STUDS 10d & 8" oc 17. JOIST OR RAFTER TO SIDES OF STUDS A. UP TO AND INCLUDING 6" DEPTH 3-16d B. FOR EACH ADDITIONAL 4" DEPTH OR LESS 1-16d 18. OEJLIFJG STRIP3 A. 1' X 4' TO UNDERSIDE OF JOISTS -EACH AFIIN'Q-ONE SLANT AND ONEE u �TRA9QH I 2-I3d m U. 2" X 3" TO UNDEN63IDE OF JOIST EACH EEARJNO-ONES SLANT AND ONE STRAIGHT 2-16d C. USE STRONG HOLD ANNULAR GROOVED AT GYPSUM BOARD COUNQ3. ROOF JO ISTS 'I. JOI3T8 TO BE U8ED ARE :SUPPLIED BY TRUSS JOIST MACMILLAN. ORDERS MAY BE PLACED BY (BALLING TRUSS JOIST MACMILLAN 1-800-466.4787 . 2. 8ERIE8 USED ARE TA M LENGTHS AND DEPTHS AS INDICATED ON DRAWINGS. 3. SHOP DRAWINGS, NAILINCS SCHEDULES AND CONNECTION DETAILS WILL PIE PROVIDED TO CONTRACTOR ALONG WITH SHIPMENT OF EVERY ORDER, 4. TFRUGIS J013T CORPORATION WILL ALSO EE SUPPLYING THE MICRO -LAM OR GP - LAM LVL EEAMB AS INDICATED ON SHEET 8 OF THE DRAMNQj8. FINISH CARPENTRY FURNISH ALL LABOR AND MATERIALS TO COMPLETE ALL WORK UNDER THIS GECTI®N AS INDICATED ON DRAWINGS AND DESCRIBED IN THESE SPECIFICATIONS. ALL HARDWARE DIMENSIONS ARE TO BE NE'T SIZE AND NOT NOMINAL SIZE. MATERIAL FOR INTERIOR FIN18H SHALL BE AS FOLLOWS: A. [DINING, ROOM TRIM - ALL STAINED TMM1 .ELECT RED OAK SQUARE STOCK WITH EASED [EDGiES. B. COUNTERTOPS TO BE FURNISHED AND IFIS T ALLED BY KITCHEN EQUJPMENAT SUPPLIER WALK-IN FREEZER/COOLER/DRY STORAGE PLACEP;IENT OF PRE-F'AE'_JRICATED, WALK-IN (FREEZER/COOLER/DRY 3TORACE SHALL BE PART OF THIS O.;ONTRAC"r. UNIT WILL BE SUPPLIED BY OWNER3 AND WILL BE SHIPPED DIRECT TO STORE LOCATION WITH ALL UNCRA1NO AND ERFCTION COORDINATED BY CIENERAL CONTRACTOR AND WALK-IN MANUFACTURER. UNIT WILL LDS 8HIPPED COMPLETE WITH HARDWARE AND INSTRUCTIONS, FLOORING IN FREEZER W PREFABRICATED. FLOORING IN COOLER AND DRY STORAGE 13 QUARRY TILE BY GENERAL CONTRACTOR, INSTALLATION OF REFRIGERATION TO LE COORDINATED BY GENERAL CONTRACTOR AND WALK-IN MANUFACTURER AND ELECTRICAL HOOK-UP BY ELECTRICAL CONTRACTOR, )'SEE EQUIPMENT PLAN OF THE CONSTRUCTION DOCUMENTS. DIVISION 7 - M018TURE CONTROL ALL COMPON9ENTO OF THE MANUFACTURERS ROOFINGS SYSTEM SHALL FEE PRODUCTS OF THAT MANUFACTURER. SUB3`I'ITU T ES OF THEIR RELATED MATERIALS MUST HAVE PRIOR ACCEPTANCE 3Y THE MANUFACTURER. ANY (DEVIATION FROM MANUFACTUAER5 SPECIFICATIONS AND INSTALLATION INSTRUCTIONS SHALL VOID ANY WARRANTY ISSUANCE UNLESS THE DEVIATION IS APPROVED BY A DULY AUTHORIZED RE'PR SENTATNE OF THE MANUFACTURER IN WGRI'TINC. CHOP DRAWINGS ARE REQUIRED FOR ORDEMNO, MANUFACTURING, AND FINAL INSPECTION OF THE ROOFING SYSTEM. ALL SHOP DRAWINGS SHALL INCLUDE ROOF OUTLINE, SIZE, ALL ROOF PENETRATIONS, INSULATION TYPE AND THICKNESS, PIECE LAYOUT AND PARAPET LOCATION. ORDERS AND SHOP DRAWING3 SHALL BE APPROVED BY ROOMN9Gi MANUFACTURER AND ASSIGNED A MANUFACTURER NNME-ER. DELIVERY ALL ROOFING AND RELATED MATERIALS SHALL ESE DELIVERED 7O JOB SITE IN ORI0NAL PACKAGING AND ALL SHIPPINAQ LAEELS INTACT. IF ANY SHORTAGES OR DAMAGES ARE DISCOVERED UPON DELIVERY, DO _ e - crrs NOT ACCEPT Er T THEN] (° i` UNTIL THE FREIGIRF AGENT MAKES A �Al,1AG-.® OR SHORT NO V'ATIOPA ON YOUR FREIGHT BILL. IN CASE OF CONCEALED LOSS OR DAMAGE, IT IS NECESSARY TO NOTIFY YOUR FREIGHT AGENT AT OICoE. a HAPJDLIN a THERE SHALL EE ADEQUATE PERSONNEL AND EQUIPMENT TO LIFT ROOFINGS MATERIAL FOR PLACEMENT ON THE' ROOF TO PREVENT DAMAGE '70 MATERIAL. THE MATERIAL SHALL BE DEP081TED ON THE ROOF NEAR THE RP DS OF JOISTS OR OTHER ROOF LOAD BEARING; POIEMEER3 OF THE WILDING FRAME AND CONVENIENTLY LOCATED FOR FINAL PLACIEMENJT. :STORAGE AL ROOF MO L R® IFJ- MATERIAL SHALL BE STORED IN ORIGINAL PACK,�CING TO PROTECT MEMBRANE FROM GETTING WET OR C`JE NOG DAMAGED AND BOILED. ADHESIVES AND SEALANTS SHALL EE PROPERLY $TOREID AND PROTECTED AS RECOMMENDED BY THEIR MANUFACTURERS. OVERNIQHT COVER A TEMPORARY WATER ."-SEAL SHALL BE PERFORMED EACH NIGHT TO AVOID WATER PENETRATING UNDERNEATH THE INSTALLED MEM&4ANfE AND CAUSING DAMAGE TO THE BUILDING AND THE INSULATION LEINE USED. A. INSTALLATION: ALLATION: WITH THE MEMBRANE EXTENDED OVER EXPOSED INSULATION (IF USED), SET INTO A WATER RESISSTANT, NON-EJMNOJ� SEALANT, C��NEUJUSLY APPLED OV ER A DUST, GREASE , AND MOISTURE; FREE SUBSTRATE. FASTEN, 12" ON CENTER USING TERMINATION BAST. PROOFING AND SHEET METAL FURNISH AND COMPLETELY INSTALL THE ROOMIRA SYSTEM PER WENDY'S APPROVED SUPPLIER SPECIFICATIONS AND DIAGRAMS AS OUTLINED AND FURNISHED BY THE SUPPLIER, THE ROOFING SYSTEM SHALL BE INSTALLED EXCLUSIVELY BY A WENDY'8 APPROVED MANUFACTURER INSTALLER. FINAL INSPECTION PRIOR TO WARRANTY ISSUANCE SHALL BE PERFORMED BY AN AUTHORIZED QUALITY CONTROL FIELD INSPECTOR AS PER CURRENT SPECIFICATION$, INSTALLATION) AND INSPECTION POLICIES SURFACE PREPARATION THE ROOF 'SHALL HAVE AN ADEQUATELY PREPARED 3URFACE TO RECEIVE THE INSULATION, ROOF�Ncl AND FLASHING$. PRIOR TO ONSET OF 'WORK THE APPLICATOR SHALL INSPECT THE ENTIRE AREA TO ECE ROOFED, AND ANY DEFECTS AND IMPROPER CONDITIONS AFFECTING THE ROOF INSTALLATION SHALL UE CORRECTED MF'ORE APPLICATION) OF THE INSULATION. WOOD DECKS ROOF SHALL. EE CLEAN), P1mooTH AND SUI TAELE FOR ACCEPTANCE OF THE ROOMNG SYSTEM, REMOVE AND REPLACE ALL DETERIORATED WOOD NAILER., ROOF CURBS AND SOURED OR BADLY DETERIORATED ROOF INSULATION. ANY -JOINT OR CRACKS GREATER THAN 1/4' SHALL VE REPAIRED. M15MMANE THE MEMBRANE MATERIAL SHALL LE IN ACCORDANCE WITH APPROVED MANUFACTURER SPECIFICATIONS, RELATED MATERIALS 1. DRIP EDGES, QVRAVCEL STOPS, COPINGS AND COUNTER FLA.HINC28 TO EE COPMPATMLE AND INSTALLED ACCORDING TO ROOF MANUFACTURERS SPECIFICATION., IF PRODUCTS USED ARE SHEET METAL, IT M1U8T UE A 23 0A (;WIND) C�ALVANIZ[ED. ALL METAL COUNTER FLASHING, COPING, DRIP EDGES AND GRAVEL STOPS SHALL HAVE A 3" OVERLAP FOR EXPANSION AND CONTNACTING. 2. ROOF SCUPPER LININGS: CUT ROOF SCUPPER LINING TO FIT ROOF SCUPPER$, ALLOWING ADEQUATE MATERIAL FOR FIELD WELDING TO ROOF COVER AND BASE FLASHING. APPLY APPROVED ADHESIVE TO SCUPPER, INSTALL LINING IN SCUPPER AND MAKE FIELD WELDS TO ROOF COVER AND 13ASE FLASHING. APPLY APPROVED SEALANT TO ALL EXTERIOR EDGES OF LINING ON EXTERIOR OF STALL, UNDER AND ON TOP OF THE TERMINATION BAR SURROUNDING THE EDGES. 3. WOOD MEMBERS: ALL LUMBER SHALL EE #2 SOUTHERN YELLOW PINE, DOUGLAS FIR OR OTHER APPROVED SPECIES, AND IT SHALL BE FREE FROM WARPING, EXCESSIVE KNOTS AND GRADE; MARKED. IT SHALL BEE 'WOLMANIZED' (CCA) PRESSURE -TREATED AND SHALL BEAR THE TRADE MARK 'WOLMIANIZED' OR AN APPROVED EQUAL TREATMENT. BUILDING INSULATION FURNISH ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY TO COMPLETE ALL WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS AND DESCRIEED IN THE SPECIFICATIONS. A. VAPOR BARRIER UNDER SLABS ON GRADE 6 NIL 'VISQUEEN' FURNISHED AND INSTALLED BY CONCRETE CONTRACTOR. SEE DIVISION 3. B. EXTERIOR WALL INSULATION - 6' THICK FIBERGLASS BATTS (WITHOUT BACKING) IN THE 2XO STUD WALLS OF ALL CAVITY WALLS. VAPOR OARRIER SHALL EE GRIFFOILYN F-65 BY REEF INDUSTRIES, IPJC. OR EQUAL. THE MATERIAL SHALL HAVE A 3-PLY, HIGH DENSITY POLYETHYLENE AND NYLON YARN LAMINATE. MATERIAL SMALL HAVE A REINFORCED NON -WOVEN GRID WITH A PPT TEAR STRENGTH OF AT LEAST 15.0 L83. VAPOR BARRIER SHALL BE APPLIED IN THE WIDEST PRACTICAL WIDTHS. SIDE AND END JOINTS SHALL EE LAPPED AT LEAST 6% LAPS SHALL EE SEALED USING FAB TAPS. ANY PUNCTURES OR TEARS ARE TO BE REPAIRED USING GRIFFOLN'S 6RIFF TAPE, FAB TAPE OR EQUAL. VAPOR BARRIER MUST PROVIDE A COMPLETE SEAL TO PREVENT MOISTURE TRANSFER. NOTE: FOR SOUTHERN COASTAL AREAS, THE VAPOR BARRIER SHOULD BE USED ON THE EXTERIOR OF THE WALL.. WHERE THERE 15 UNCERTAINTY, FOLLOW LOCAL PRACTICE. C. RIGID ROOF INSULATION - FURNISHED AND INSTALLED BY THE ROOFING CONTRACTOR. INSULATION TO BE TWO LAYERS; FIRST LAYER, 2.4' C-5 ULTRAGARD PREMIER RIGID ROOF INSULATION BOARD AND SECOND LAYER, 1/2' RETRO-FIT BOARD BY JOHNS-NIANVILLE. PER?HALITE 13OPERL 3', R-20 INSU LATION BOARD 3Y INTERNATIONAL PERMALITE, IN C. 18 AN ACCEPTABLE EQUAL. D. PERIMETER INSULATION-1' THICK STYROFOAM9 OR EQUAL ON EXTERIOR FOUNDATION WALL AS SHOWN ON CONSTRUCTION DOCUMENTS, INSULATION ATTACHMENT (MECHANICAL) THIS ROOF INSULATION BOARDS ;SHALL W INSTALLED WITH FACTORY APPROVED FASTENERS AND STRE83 DISTRIBUTION PLATES. LENGTH WILL VARY TO ?MEET THE JOB CONDITIONS. A MINIMUM OF 6/6' OF THE FASTENER MUST PROTRUDE THROUGHOUT THE PLYWOOD DECK. FLASHING ALL FLASHING ON PARAPET WALLS SHALL BE FASTENED 12' ON CENTER ALONG E+OTTO?M ON MAIN DECK WITH A MINIMUM 6' LAP WELDAE:LE TO DECK MEMBRANE, COVERING APPROVED FASTENERS . ALL PARAPET WALLS SHALL BE COVERED MINIMUM OF 12' HIGH ROOFING CONTRACTOR TO PROVIDE AND INSTALL DONEE CAP FLASHING FOR PARAPET WALLS AND COLUMN TOPS. [PAINTED AS SHOWN ON EXTERIOR ELEVATIONS.) FLASH AND COUNTER -FLASH ALL ITEMS THAT PASS THROUGH THE ROOF. PROVIDES 'PITCH POCKETS" AS REQUIRED TO FORMS A COMPLETE JOLT PROVIDE ALL NECESSARY MOUNTING CLIPS, CLOSURES, FASTENING-S, ETC., REQUIRED TO COMPLETE THE COUNTER -FLASHING, GRAVEL ?STOPS, CAPS AND COPINGS, INDICATED ON THE DRAWINGS. PERIMETER LAPS ANY TIMES A ROOF EDGE DOES NOT HAVE A PARAPET WALL OR ROOF TIE-IN, (I.E. DRIP EDGE, WATER/GRAVEL STOP, TERMINATION BAR ON EDGE, GUTTER, ETC.) THEN THE ROOF SECTION MUST HAVE A LAP 27' IN FROM THE EDGE AND REVERSED. THIS HELPS REDUCE WIND UPLIFT AROUND PERIMETERS AND REVERSING THE LAP, ALLOWS CONTRACTOR APPLICATOR TO PLACE ROOF SECTION AWAY FROM THE EDGE. CAULKING ALL SURFACES TO RECEIVE CAULKING ARE TO BE DRY AND THOROUGHLY CLEANED OF ALL LOOSE PARTICLES OF DIRT AND DUST, OIL, GREASE, OR OTHER FOREIGN ;'RATTER. CAULK AT EXTERIOR DOOR FRAMES, WINDOW FRAMES, AND ELSEWHERE TO INSURE A WEATHERPROOF JOB; USING GUN APPLICATION. CAULKING MATERIALS POLYSULFIDE POLYMER LASE COMPOUND SHALL CONFORM TO AMERICAN STANDARD SPECIFICATION A- ll$, 1080 CLASS A OR B, AND EQUAL TO THAT MANUFACTURED BY SONNEBORN OR PECORA. (EXTERIOR JOINTS). BUTYL SEALANT SHALL BE BUTYL RUEBFBER BASES COMPOUND EQUAL TO THAT MANUFACTURED BY SONNEBORN OR PECORA (ALL OTHER CAULKING) PROJECT/SITE CLEAN-UP UPON COMPLETION, THE ROOFING CONTRACTOR SHALL REMOVE ALL RUBBISH, WASTE MATERIALS, ETC. FROM THE ROOF, LEAVING THE ROOF IN A CLEAN CONDITION AND FURTHER REMOVING ALL SUCH ROOFING DEEJRIS FROM THE WORK SITE. A RIGOROUS INSPECTION FOR WATERTIGHT FIELD SEAMS SHALL BE MADE AFTER COMPLETION OF JOIN INSPECTIONS UPON COMPLETION OF EACH ROOFING JOB, CONTRACTOR SHALL FILL OUT INSPECTION CARD AND RETURN TO MANUFACTURER. EACH ROOM SHALL EE INSPECTED BY AN AUTHORIZED QUALITY CONTROL FIELD INSPECTOR TO MAKE SURE APPLICATION MEETS MANUFACTURERS SPECIFICATIONS, BEFORE IS3UANCE OF WARRANTY. CONTRACTOR SHALL ACCOMPANY INSPECTOR ON INSPECTIONr-5 AND OBTAIN SIGNED WARRANTY FROM CUSTOMER AND RETURN TO MANUFACTURER, WITH NO FINAL PAYMENT BEING MADE UNTIL A WENDY'S REPRESENTATIVE HAS WARRANTY. CONTRACTOR QUALIFICATION ASSURANCE THE ROOFING CONTRACTOR SHALL BE DULY CERTIFIED BY ROOFING MANUFACTURER FOR CMPLETE APPLICATION AND INSTALLATION OF THIS ROOFING SYSTEM. TO MAINTAIN ROOF WARRANTY, FUTURE REPAIRS AND ALTERATIONS SHALL BE MADE BY PERSONNEL DULY CERTIFIED BY ROOFING MANUFACTURER. WARRANTY THE OWNER SHALL 8S FURNISHED AND WILL SIGN FOR ACCEPTANCE OF A STANDARD ROOFING MANUFACTURER'S 15 YEAR LIMITED WARRANTY. 'SERIES II' FASCIA PANEL SYSTEM EXTERIOR FASCIA PANEL SYSTEM WITH STANDING SEAM RIBS. FASCIA PANELS ARE BRIGHT COPPER COLOR WITH ERONZ€ COLOR MOLDINGS ACCENTED IN RED, AS MANUFACTURED BY VACUFORM CORPORATION( OR NATIONAL SIGN. SYSTEM SMALL EE FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. DIVISION 8 - DOORS, STOREFRONT AND GLASS ALUMINUM ENTRANCE DOORS AND STOREFRONT KAWNEER COMPANY SPECIFICATIONS: STOREFRONT SYSTEM( SHALL BE TRI-FAB 450 (1 3/4 ' X 4 1/2 ') FOR 1/4 ' GLASS AND/OR TRI-FAB 461 (2' X 4 1/2 ') FOR T GLASS FRAMING SYSTEM AS MANUFACTURED BY KAWNEER. DOORS SHALL BE "100 NARROW STILE" DOOR MANUFACTURED BY KAWNEER OR EQUAL. ALL ENTRANCE DOORS SHALL BE INSTALLED WITH THE FOLLOWING HARDWARE: ONE PAIR OFFSET PIVOTS, 'NORTON 1606 BC' OR 'LCN 4040' SURFACE CLOSURES WITH 8 1/2 POUND OPERATING FORCE ON CLOSER WITH A DELAYED ACTION FEATURE, WENDY'S PERSONALIZED LOGO PANELS WITH OFFSET TUEULAR V DIAMETER BRONZE PULL HANDLES (AS REQUIRED BY LOCAL CODE), AND 'DOR-O-MATIC 1000" CONCEALED ROD PANICS ON EXTERIOR DOORS ONLY, INTERIOR VE3TIf3ULE DOORS TO HAVE *NORTON J8300' SURFACE CLOSERS AND OFFSET TUBULAR 1' DIAMETER BRONZE PULL HANDLES (AS REQUIRED BY LOCAL CODE) OMIT LOCK, CYLINDERS AND PREPARATION FOR SAME, (ooLOCK CYLINDER MAY BE BY FALCON OR AS SPECIFIED BY REGIONAL ENGINEER) ALUMINUM THRESHOLD, 1/2 ' IN HEIGHT WITH r ANY BEVELED EDGES HAVING A SLOPE NO GREATER THA N 1:2 RATIO. ALL MATERIAL SHALL ErE KAWNEER 426 LIGHT BRONZE, ANODIZED. HARDWARE & SEALANT ;SHALL BE A COLOR TO MATCH ALL EXTERIOR GLASS SHALL BE 1/4' SOLAR BRONZE, ALL DOOR LITES AND INTERIOR GLASS SHALL W 1/4' CLEAR SAFETY GLASS, ALL GLAZING MUST MEET SAFETY CODES AS REQUIRED. CLASS MUST HAVE 5 YR. WARRANTY AGAINST SEAL FAILURE. WENDY'S HAS APPROVED SHOP DRAWINGS ESTABLISHED BY KAWNEER NATIONAL ACCOUNT. THESE DRAWINGS COMPLY WITH THE PRODUCTS AND HARDWARE REQUIREMENTS STATED HEREIN AND ARE TO BE USED AS A GUIDE ES'f THE LOCAL SUPERVISING ARCHITECT, GENERAL CONTRACTOR, AND AUTHORIZED KAWNEER GLAZING CONTRACTOR TO INSURE COMPLIANCE WITH THIS SPECIFICATION. COPIES OF THE APPROVED SHOP DRAWINGS AND METAL QUOTATION MAY RE OBTAINED BY CONTACTI NG KAWNEER COMPANY 317-738- a00 OR (FAX) 317-736-2170 ATTE NTION: NATIONAL ACCOUNTS. TUBELITE SPECIFICATIONS: ALUMINUM STORE FRONT SYSTEM SHALL WE SERIES 4500 (1 3/4 ' X 4 1/2 ') FOR 1/4 ' GLASS AND/OR SERIES 1400 2"X4 1/2 ' i FOR 1" GLASS FRAMING SYSTEM AS MANUFACTURED BY TUML ITE DIVISION OF IDAL INC. DOORS SHALL BE NARROW STILE AS MANUFACTURED BY TUFELITE OR EQUAL. ALL ENTRANCE DOORS SHALL BE INSTALLED WITH THE FOLLOWING HARDWARE: ONE PAIR OFFSET PIVOTS, *NORTON 11605 BC" OR 'LCN 1460" (P1460) OR 'LCN 4040' SURFACE CLOSURES WITH 8 1/2 POUND OPERATING FORCE ON CLOSER WITH A DELAYED ACTION FEATURE, WENDY'S PERSONALIZED LOGO PANELS WITH OFFSET TUBULAR V DIAMETER WONZE PULL HANDLE (AS REQUIRED BY LOCAL CODE), AND 'DOR-O-PMATIC 1.990' CONCEALED ROD PANICS ON EXTERIOR DOORS ONLY, INTERIOR VESTIBULE DOORS TO HAVE DORMA ,SERIES 651 CLOSERS AND OFFSET TUBULAR 1' DIAMETER BRONZE PULL HANDLES (AS REQUIRED BY LOCAL CODE) OMIT LOCK, CYLINDERS AND PREPARATION FOR SAME, (ooLOCK CYLINDERS MAY BE BY FALCON OR AS SPECIFIED BY REGIONAL ENGINEER) ALUMINUM THRESHOLD, 1/2 " IN HEIGHT WITH ANY BEVELED EDGES HAVING A SLOPE NO GREATER THAN 1:2 RATIO. ALL MATERIAL SHALL [F TUBELITE 4K CHAMPAQW, ANODIZED. HARDWARES AND SEALANT SHALL BE A COLOUR TO MATCH ALL EXTERIOR C,LA83 9HALL BE 1/4" SOLAR 0€iONZIE. ALL DOOR LITES AND INTERIOR QLA88 SHALL DE 1/4' CLEAR SAFETY. ALL <i"L AZMG MUST MrE T SAFETY CODES AS REQUIRED. GLASS BUST HAVE 5 YR, WARRANTY AGAINST SPAN., FAILURE. WENDY'S HAS APPROVED CHOP DRAMNG,S ESTA€DLISHVD BY TUBELITE NATIONAL ACCOUNT. THESE DRAWING8 COMPLY WITH THE PROPUCT.3 AND HARDWARE REGUMENIEN T 'STATED HEREIN AND ARE TO BE USED AS A GUIDE BY THE LOCAL SUPERVKANC-) ARCHITECT, GENERAL CONTRACTOR, AND AUTHORIZED TUPELITE GLAZING CONTRACTOR TO EN,3051 (.XDNIPLJANCE VII'I'E-I THE 8PECIFICATnNI. COPIES OF THE APPROVED -SHOP DRAftIO:S AND METAL QUOTATION MAY EE OBTAINED BY CONTACTING TU�ELITE AT 000=688-2227 OR (FAX) 516-332-2611 ATTENTION: NATIONAL. A000UNTS. UNITED STATES ALUMINUM :3PECIFICATB�)FIS: ALUNUNUM STORE FRONT SYSTEM SHALL LfE SERIES 4600 H 3/4 ' X 4 1/2 ") FOR 116 " GLASS AND/OR SEFUE:3 1400 2"X4 1/2 ' ) FOR 1" QLASS FRAMINAQ h YS'TEM AS MANUFACTURED BY UNITED MSTATE8 ALUMINUM. MOORS SHALL `250 NARROW STILE" AG MANUFACTURED BY UNITED STATES ALUMINUM( CORP. OR EQUAL. ALL ENTRANCE DOORS SHALL PE INSTALLED WITH THE rOLLOWING HARDWARE: ONE PAIR OFFSET PIVOTS, 'DC)RHA SE ME8 661" OR "LON 4040" SURFACE CLOODUR23 WITH B 1/2 POUND OPERATING FORCE. ON CL(OOER WNI T H A DELAYED ACTION FIEATURE, WENDY'S PERSONALIZED LOGO PANELS WITH OFFSET TUBULAR V DIAMETER Ir130[17E PULL HANDLE (AS REQUIRED BY LOCAL CODE(, AND "DOR-O-MIATIC 19000" CONCEALED ROD PANIC.,, OPII L XT ERIOR QDO(CR$ ONLY, INTERIOR VESTIBULE DOORS TO HAVE DORMIA SERIES 660 CLOSER'- AND OD FGET TUFiJLAR 'I" DIAMETER E48ONZE PULL HANDLES (AS REQUIRED BY LOCAL 0010E1 ONAT LOW, CYLINDERS AND PREPARATION) FOR GAME, (ooLOOK CYLINDERS MAY BE BY FALCON OR AS 8 IECIG 0 BY REGIONAL ENCIHEER) ALUMINUM THRESHOLD, 1/2 ' IN HEIGHT vin ANY REVELED EDGES HAVIN(a A SLOPE NO (4RPATER THAN 1:2 RATIO. ALL MATERIALS SHALL FE UMTEID STATES ALUMINUM CORPORATION 411 CHAMPAGNE MEDIUM, ANODIZED. HARDWARE AND SEALANT ,HALL 8E A COLOR TO MATCH. ALL EXTERIOR GLASS ^HALL. MEE 144' SOLAR BRONZE. ALL DOOR LIGHTS AND INTERIOR GLASS SHALL BE 1/4 ' CLEAR SAFETY 111-k,D 3, ALL QLAZING MUST MEET SAFETY CODES AS REGUIVREID. GLASS MUST HAVE 5 YR, WARRANTY AGAINST SE -All. FAILURE. WENDY'S HAS APPROVED BH(OP DRAWIN(384 EBTABLISIAV.) BY UNITED STATES ALUMIINUM NATIONAL ACCOUNT. THESE DRAWING$ COMPLY WITH THE: PRODUrT8 AND HARDWARE RE(3UJREEMENTS STATED HEREIN AND ARE TO EC USED AS A 91=E BY THE Lfk;AL SUPfERVP3INQj ARCHITECT, f�3ENJERAL COiNJTRACTR, AND AUTHORIZED UNITED STATES ALUMINUM CORPORATION GRAZING CONTRACTOR TO JFA.3URE COMPLIANCE WITH THIS SPECIFICATION. COPIES OF THE APPROV50 SHOP DRAWMC-18 AND METAL AL QUOTATION MAY FE OBTAINED BY CONTACTING UNITED STATES ALUMINUM CORPORATK41 AT 800-6327-0440 EMIR IFAX) 214-07-9,345 ATTENTION: NATIONAL ACCOUNTS VISTA WALL ARCHITIECTUFtAL PRODUCT'S SB'ECIFIGATIONS: - - SYSTEM � � " STORE FRONT �Y�TGMiI S�G1AtLL � aEgJES FCJ=`�(O0(J I1 3/4 X 4 1/2 'D FOR 1/4 ' Cil„A83 APaJED®FOR SERIES 451 (2" X 4 1/2 ") FOR 1" (3,LA,98 FRANUNO SYSTEM AS MANUFACTURED BY VISTAWALL. DOORS SHALL GE '260 NARROW ;3TJLE" AS MANUFACTURED LAY VIs TA WALL OR EQUAL, ALL INTRANCE DOORS SHALL BE INSTALLED 141 TH THE FOLLOWINGI HAGRDWARiE: ONE PARER OFF8ET PIVOTS, "NORTON 1000 SERIES" �9LOSU6RES W/ 8 1/2 L.R OPERATING FORCE ON CLOSER W/ A DELAYED ACTION FEATURE, 'WENDY'S PERSONALIZED LOGO PANI('nLO MTH fJFFafL-T, TUOULLAR 1' DIANMETER BRONZE PULL HANDLESS (A$ REQUIRED BY LOCAL QODE) AND "ODOR-0-MATJC: 1090" CONCEALED ROD PANICS ON EXTERIOR DOORS ONLY. INTERIOR V8.3 T IF1)LE DOORS TO HAVE; DOf=RMA SERIES 650 CLOSERS AND OFFSET TULULAR T DVAME'TEER I�RONZC PULE-. HANDLES (AS GRECI.)IF1ED BY LOCAL CO0E)=OVb11T LOOK, C7LIPJDER3 AND PREPARATION FOR SAME. (onl_OCK CYLJN DEER>1 MJAY EE BY FALCON OR AS SPECIFIED BY RE00NAL ENQC VEER) ALUMINIUM THRESHOLD, 1/2 " INS HEIGHT W/ ECEVELED EDGES HAVING A SLOPE No `<DREATEGR THAN 1:2 RATIO. ALL MATERIALS SHALL IFF VIWAWALL 4 6€ 9 CHAMPAQNE, ANODIZED. HARDWARE & SEALANT SHALL EE A COLOR TO MATCH. ALL EXTERIOR GLASS SHALL BE 1/4" SOLAR BRONZE. ALL (DOOR LIGHTS AND INTERIOR CJLASS SHALL EE 1/4 ' CLEAR SAFETY CLA4,'S, ALL QLAZRIG tAUST MEET SAFETY CODES AS RE931JIFIED. Q,LA68 MU31' HAVE 5 YEAR 'WARRANTY ACWH 3 7 :SEAL, FAILI.IR P. WENDY'S HAG APPROV(O-K SHOP DIRAWINQaS E8TABLISHED BY VISTAWALL NATIONAL ACCOUNT. THESE DRAWINGS COMPLY WITH THE PRODUCTS AND HARDWARE IREQI.)IRfEMENT5 STATED HEREIN AND ARE TO BE USED AS A QUP)E BY THE LOCAL aU@ERVI SING ARCHITECT, GENERAL CONTRACTOR, AND AUTHORIZED VISTAWALI. ALAZM0 (DONTRACTOR TO INSURE COMPLIANCE WITH THIS SPECIFICATION, COPIES OF THE APPROVED :SHOP DRAYMNG3 AND METAL QUOTATION MAY BE OBTAINED BY CONTACTING VISTAWALL ® 800-860.,4 667 W62) OR FAX 072-661-6204. ATTN.: LARRY GAREERT. FINISH HARDWARE: DOORS SHALL E0 PRC PARFED TO RECEIVE HEAVY-DUTY HARDWARE. PANIC HARDWARE TO BE AS MANUFACTURED BY AMERICAN DEVICE SERIES 6301 OR VON DUPRIN, . TATILIE`3S FINISH ''630 DJ832D FURNISH AND INSTALL ''0" X 20" STAINLESS STEEL KIOK PLATE AS 8HOWN ON DRAWINGS. (DOOR CLOSURE TO UE LCN! 4024 CLOSURE, TON' JAM MOUNT ON PUSH ND E or DOOR, REGULAR ARM. DOOR VIEWER: NATIONAL GUARD PROIDUCTri, 6" X 2" VGLF-(ADD SECURITY VISION WINDOW. PREFNNISHED DOORS LAMJNA°TLD DOORS - TAD BE 1 *,3/4,, SOLID c ORE PRE -HUNG DOORS AS MANUFACTURED 3Y MARLITE PRODUCTS. ALL DOORS Of THIS TYPE; TO FIE FINISHED IN HIGH PRESSURE LAM MATE FURNISHED COMPLETE WITH ADJUti TAELE ALUPANUM FRAME AND HARDWARE. HARD"/BARE TO SE :SCHL.AQE .- "irD" SERIES: (OR AS 'SPECIFIED BY REQIONJAL ENJC MEERI DOOR E PUSH/PULL HDW (DOOM J A63PLD KEYED LOCK DOOR F PUSH/PULL HDW DOOR aq D63PD ALL PURP08E LOCK CLOSER HARDWARE TO FNE DORM1A OR APPROVED EQUAL 1461 LE9N! ALUMINUM CLOSER STEEL SERVICE (DOOR AND FRAME `STEEL DOOR FRAMES. ',3HAL.L BE 18 6)AU. RE ;4o5J'EEL YIELDED VEG1 T IOAL (EDGE, MECHAMOAL INTERLOCK NOT ACCEPTED, AS CALLED I=OF IN) THE DOOR 3)3HPDULE ON THE DRAWINGS ISHEET 4) AND A3 MANUFACTURED BY AMWELD CORPORATION $EMES 1600, �Jfl [EQUAL IF APPROVED BY ARCHITECT. STEEL HOLLOW METAL DOOR: SHALL BE 1 3/-1 " THICK, FL U8H TYPE., MIME uk'l 10 C;AUrcsiL STEEL DACE DOOR WITH POLYSTYRENE CORE, INSULATION, ETC, AND MANUFACTURED A$ FRAMER ABOVE, REFER TO DRAWINGS PICK-UP WINDOW DESCRIPTION: FULLY AUTOMATIC SLIDING ALUMINUM WINDOW. UNITS ARE TYPICALLY 4'-4" HIGH AND 4'-0' WIDE WITH A 24"x34" ACTIVE LITE. COLOR TO MATCH STOREFRONT. GLAZING: (ALASS STOPS ARE EXTRUDED ALUMINUM :SNAP -IN TYPE FOR INTERIOR GLAZING OF QILA:33 OF e THICK »' cn r r' I 4+" , K.. C Q PANELS A/6 THI . K ( d J� I CDM1 STOPS 3 FOR I �JICKNJEE..,SE a UP TO ;�,N 'd" AU(t= AVAILAEi(LE) AND HAVE A FIXIED GASKET OF HIGH QUALITY ELASTOMERIC PATERIAL G"EGRIMETER WOOL MLIE AND cLASTOMLERIC WADEATHER- STRIP 18 FACTORY APPL.11ED. QLA88 MUST HAVE (6) FIVE YISAR WARRANTY AGAINST SEAL FAILURE. DIVI1,=N S - IFINI HE:S STUCCO RICK A. (3ENERAL 1. SCOPE: PROVIDE AND JNA.rtTALL ,STUCCO FINISH AS SHOWN. INCLUDES ALL ACCESSSORMS REQUIRED FOR A COMPLETE IN:ST,, UATION. 2. RELATED WW°(ORK: AT ONP MASONRY (81EOs• YIN 04430). SHEATHING`) AT ALL STUCCO AREAS (SECTION 06100). EXTERIOR INSUL.A T IOI°J AND MI'113H ='311'EN ll ( SECTION 07240). FLASHING AND ,SHEET METAL (,SECTION 01600L.C:AUL01Q) (SECTION 07920). 3. QUALITY A88URANG : COMPLY WITH ANSI a42.2 "SPECIFICATION FOR LATHING AND FURNINQ FOR PORTLAND CEMENT ANANDPOPORTLAND CEIM,IENT-LIME PLASTERING EXTERIOR (STUCCO) AND k"i'E;RIOR". COMPLY WITH ASTM 626 86 w �PECIFICATION FOR PORTLAND CEMENT AND PORTLAND CEMENT-LIPs1E PLASTERNG, EXTERIOR (STUCCO) AND INTERIOR'. COMPLY WITH ASTM C1053-86 "I118 T ALLATION9 OFF LATHIF1Ca AND FUFBRINC-a FOR PORTLAND CFMRAT=LASEfJ PLASTER". 4. DELIVERY, �3TOFIAGF AND HANDLING: DELIVERED MANUFACTURED PLASTERING PRODUCTS TO JOB SITE IN ORIGINAL, UNOPENED PACKAGES, CONTAINERS OR DhA DL!ES E'EARING NIANUFACTURER'3 NAME I RAND, TYPE AND GRADE. KEEP MATERIALS DRY UNTIL USED. STORE UNDER COVER AND OFF THE (BGROUND. PROTECT ME`V'AL FROM RUSTING AND DAMAGE. 0. PRODUCTS 1. MATERIALS A. GENERAL: PROVIDE STANDARD PRODUCTS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION MDR' ATED. 0. WATER. POTAEILE AND FFEE FROM IMPURITIES THAT AFFECT PLA'OTER. C. SAND: PROVIDE BAQQEfJ 'WHITE GRADED SILICA :SAND FOR FINISH COAT. _I , . D. PORTLAND rl�.(R,aLNIT. a:° r ASTM(0,160, TYPES I, GRAY FOR LDAaSL COAT, MORTAR AND WHITE WATERPROOF FOR FINISH COAT. E. LIME: A81M1 C204, TYPE 3: SPECJAL MNIGHINQ HYDRATED LIME, F. CORNER Ali): 0ALVANIZED, $T'OC.KTON OR EQUAL. G. METAL G EINIPORC:EMEN9T: HEXAGON WOVEN WINE MESH, T SELF FURRING KEY MEW, GALVANIZED OR 3.4 8ELF-FURRING EXPANDED GALVANIZED DIAMOND LATH IN ACCORDANCE WITH ASTM C1hO63�ES3. H. TRIM: GALV"aNIZEE-D, KEENS, PENAN METALS OR ALABAMA METAL LATH. I, ASPHAL`f FELTS: "ALL PURPOSE ASPHALT 8HEATHJPAG PAPER ', GRADE D AS MANUFACTURED BY FORTINDIER. J. ACCESSORIES AND MISCELLANEOUS MATERIALS: PROVIDE THE TYPES OF ACCE8$ORY ITEMS RECOMMENDED BY THE FURRING AND LATH MANUFACTURER FOR THE APPLICATION INDICATED AND AS REQUIRED TO PRODUCE A COMPLETE INSTALLATION OF METAL FURRING AND LATHING, COMPLYING WITH INDUSTRY STANDARDS. K. PAREX 3.10 PRIMER FOR APPLICATION OF ACRYLIC FINISH OVER CEMENT PLASTER. L. PARCH ACRYLIC FINISH. M. STUCCO BRICK COLORS: BRICK TO MATCH EENJAMIN M1OORE 111226 SPLIT FACE CPLOCK TO MATCH EENJAPMIN PMOORE 41128 2. MIXES A. BASE CO AT: NOT LEANER TH AN rRAPI ONE PART PORTLAND CEMENT (€)4 Ib. BAG); 50 lb. BAG AIR B. BROWN COAT: PORTLAND CEMENT AND LIME REQUIREMENTS :SAME AS BASE COAT PLUS 6-7 CUBIC FEET MASON'S SAND. C. FINISH COAT: JOB MIXED FINISH COAT MATERIALS 1. 1 BAG AT 94 Iba. EACH WATERPROOF PORTLAND CEMENT 2.1BAG A 7 50 Ibs. EACH AIR ENTRAINED LIME. 3. 3 PARTS AT 100 lb-3. EACH WHITE SILICA SAPID. D. FINISH TEXTURE: TO BE: SELECTED. E. PAREX ACRYLIC FINISH PER MANUFACTURER'S APPLICATION STANDARDS. C. EXECUTION 1. PREPARATION A. INSPECT AND ACCEPT ALL 8URFACE3 TO RECEIVE STUCCO PRIOR TO START OF INSTALLATION. DO NOT PROCEED UNTIL ALL DISCREPANCIES HAVE BEEN CORRECTED. 0. DO NOT APPLY CEMENT PLASTER TO SURFACES CONTAINING FROST AND DO NOT PLASTER WORK WHEN THERE: IS A DANGER OF TEMPERATURE DROPPING BELOW FREEZING. C. EXERC13E CARE IN APPLICATION, PROTECT EXPOSED FINISHED SURFACES, MAINTAIN PROTECTIVE COVERING UNTIL COMPLETION OR PLASTERING WORK. 2. INSTALLATION A. INSTALL ASPHALT FELTS HORIZONTALLY OVER ALL FRAMED SURFACES TO RECEIVE STUCCO FINISH. LAP JOINTS A MINIMUM OF 2' IN SINGLE FASHION TO DIRECT WATER AWAY PROM BUILDING INTERIOR. SECURE TO FRAMING WITH FASTENERS AT EACH STUD HORIZONTALLY AND 24" O.G. VERTICALLY. 0. INSTALL FURRING, AND LATHING SYSTEMS AS REQUIRED. FORM ANGLES AND CORNERS TRUE AND SMOOTH. PROVIDE CA3ING LEADS WHERE REQUIRED. MITER CORNERS AND INSTALL WITH TIGHT, ACCURATE JOINTS, C. MACHINE MIX ALL PLASTER. MEASURE MATERIALS ACCURATELY AND MIX THOROUGHLY TO A UNIFORM CONSISTENCY. DO NOT USE LUMPY, CAKED OR FROZEN MATERIALS. D. APPLY 3 COAT WORK OVER METAL LATH. ERROWN COAT MAY BE APPLIED THE SAME DAY AS BASE (SCRATCH) COAT AFTER RASE COAT HAS OBTAINED THE INITIAL .SET. SEASON BROWN COAT AT LEAST FIVE (6) DAYS PRIOR TO APPLYING THE FINISH COAT. EsROWN COAT 13 TO BE FLOATED WHEN SUFFICIENTLY SET. E. CASE (SCRATCH) COAT AND BROWN COAT EACH TO BE 3/8' THICK. STUCCO FINISH COAT TO EE 1/8' THICK OVER PORTLAND CEMENT BASE COAT FOR A NOMINAL THICKNESS OF 7/6'. PARER ACRYLIC FINISH TO BE INSTALLED AFTER IN LIEU OF STANDARD CEMENT PLASTER FINISH. F. CUT, PATCH REPAIR AND POINT UP PLASTER AS REQUIRED AND AS NECESSARY TO ACCOMMODATE OTHER WORK. POINT -UP FINISH PLASTER SURFACES AROUND I T EM00 WHICH ARE? BUILT INTO OR PENETRATE PLASTER SURFACES. G. REMOVE TEMPORARY COVERINGS. PROMPTLY REMOVE PLASTER FROM ADJACENT SURFACES. REPAIR SURFACES WHICH HAVE SEEN STAINED, MARRED OR OTHERWISE DAMAGED DURING THE PLASTERING WORK. FLOOR AND WALL TILE INSTALLATION A. GENERAL 1. PROVIDE ALL TILE WORK COMPLETE IN PLACE AS INDICATED ON DRAWINGS, SPECIFIED HEREIN, 2. TILE WORK SHALL ESE SUBJECT TO PERFORMANCE STANDARDS AS :JET BY THE AMiERICANJ NATIONAL STANDARDS INSTITUTE (ANSI) SPECIFICATION A-137J-80 FOR CERAMIC TILE OR CTI-69-6 FOR SPECIAL PURPOSE TILE AND THE TILE COUNCIL OF APMERICA ITCA) CURRENT HANDBOOK FOR CERAMIC TILE INSTALLATION. 3. DELIVER MATERIAL TO THE JOB SITE AND STORE IN ORIGINAL UNOPENED CARTONS WITH ALL LAE ULS INTACT AND LEGIBLE. 4. TILE: SHOULD EE STORED IN A DRY COVERED AREA. B. PRODUCT 1. TILE SHALL BE STANDARD GRADE IN ACCORDANCE WITH SPECIFICATIONS PUE.ISHED BY ANSI A-137J- 80 FOR CERAMIC TILE OR CTI-69-5 FOR SPECIAL PURPOSE TILES. 2. THRESHOLDS: PROVIDE THRESHOLDS TO ADJUST BETWEEN TILE AND OTHER FLOOR FINISHES. C. INSTALLATION 11. A dCr PTAsILITY OF SURFACES: SURFACES TO � TILED SrAL_ E s_ SMOOTH AND LEVEL FOR MORTAR EED AT THE REQUIRED FINISH ELEVATION, AND A STEEL TROWEL FINISH WITH A LIGHT BJROOM TEXTURED FINISH WITHOUT MORE THAN THE FOLLOWING MAXIMUM VARIATIONS: PORTLAND CEMENT MORTAR: WALLS AND CEILINGS - 1/4 " IN 6" FLOORS - 1/6 ' IN 10' DRY SET, LATEX AND CEMENT PMORTARS:WALLS AND CEILINGS - 1/8 ' IN 3' FLOORS - 1/6 ' IN 10, 2. PREPARATION: PRIOR TO THE START OF LAYING TILE, SWEEP OR VACUUM AND WASH ALL SURFACES TO BE COVERED. SURFACE SHOULD BE FREE FROM COATING, CURING COMPOUNDS, OIL, GREASE, WAX AND DUST. 3. JOGS CONDITIONS: A MINIMUM TEMPERATURE OF 60 DEGREES F (10 DEGREES 0) SHOULfD EE- MAINTAINED DURING TILES WORK AND FOR SEVEN (7) DAYS THEREAFTER, PROVIDE ADEQUATE LIGHTING FOR GOOD GROUTING AND CLEAN-UP. 4. LAYOUT OF WORK: DETERMINE LOCATIONS OF ALL MOVEMENT (EXPANSION) JOINTS BEFORE STARTING TILE WORK. LAY OUT ALL TILE WORK SO AS TO MINIMIZE CUTS LESS THAN ONE HALF TILE IN SIZE. LOCATE CUTS IN BOTH WALLS AND FLOORS 80 AS TO EE LEAST CONSPICUOUS. 5. SETTING METHODS: SET TO TILE COUNCIL OF AMERICA SPECIFICATIONS WALLS # W242-08 AND FLOORS ! 17113-08. 0. GROUTING: FOLLOW 14IANUFACTURE:R'3 RECOMMENDATIONS AS TO GROUTING PROCEDURES AND PRECAUTIONS.ALL C REMOVE A__ GROUT HA_E, OBSERVING GROUT MANUFACTURER'S RECOMMENDATIONS AS TO THE USE OF VARIOUS CLEANERS. 7. FINISHING: THOROUGHLY RINSE ALL TILE WORK. USE NEUTRAL CLEANERS FOR FINAL GLEANING, r ACID CLEANERS ARE NOT RECOMMENDED. EXTERIOR _RI WALL TILE OR DECORATIVE WA__ E EXTERIOR DECORATIVE WALL TILE PATTERN AT PICK -UP -WINDOW LOCATIONS SHALL BE AS SHOWN ON EXTERIOR ELEVATION DRAWING (SHEET 5). A. TILE SHALL BE 'FROST PROOF' 6' X 8' 4145 INTENSE CARMINE RED AS SUPPLIED BY BUCHTAL CORPORATION. E:>JLLNOSE TRIM PIECES AS REQUIRED OR PM-36 CHERRY FROST RESISTANT SUPPLIED BY SUIMPMITVILLE TILES. TILE TO BE SET WITH PJAPEI KERABOND WITH KERALASTIC POLYP,4IER-MODIFIED ADDITIVE (OR EQUAL BY LATICRETE) GROUT TO BE MAPEI /DAL -QUALITY :SANDED #00 GRAY WITH PLASTIJOINT ACRYLIC LATEX ADDITIVE, (OR EQUAL BY LATICRETE 4542 PLATINUM, LATICRETE DIRYBOND THINSET wd/ LATICRETE SUPER FLEX ADDITIVE 333). FOLLOWING INSTALLATION USE LWIIXTURE OF 751E WATER 251 MAPEI KARACLEAN TO CLEAN TILE SURFACE, APPLY AND BUFF I OR EQUAL LATICRETE TO.50 TILE CLEANER 1:3 DILUTION RATIO) INTERIOR FLOOR TILE INTERIOR WALL AND FLOOR FINISH LAYOUTS AND PATTERNS FOR KITCHEN, RBSTROOMS AND DINING ROOM SHALL BE AS SHOWN ON INTERIOR ELEVATIONS AND FLOOR TILE PLAN (.SHEETS OA-OE). A. DINING ROOM/RESTROOPM FLOOR TILE SHALL EE 8' x 8" PORCELAIN BODIED TILE WITH RAISED SLIP RESISTANT CROSSTREAD AND 6" x 8' COVE BASE (SEE FINISH SCHEDULE, ITEM FT-1) R KITCHEN TILE SHALL VE 6"x 6" QUARRY TREAD EC 6'x 6" COVE BASE. (FINISH SCHEDULE ITEM FT-2) ALL FLOOR TILE TO BE SET WITH MAPEI KERAE'OND (OR EQUAL BY LATICRETE OR PCI). GROUT FOR KITCHEN / DINING ROOM TO 6E MAPEI /DAL -QUALITY 103 GRAY (ALTERNATE: LATICRETE 4642 PLATINUM) WITH PLASTI•JOINT ACRYLIC LATEX ADDITIVE.. �< Lu -V Lu M9 � a� Q71 � 0Lu 7 W z Lu (0 �- 0 Z Ul ° ri U li (j 10 o c� 0 CU q P4 v, o H � l l a h - cn ram+ �i -902 h--1 =n cf) 03 z TA 0 Poom w Ix z 0 .J LLI 9! ���/qq j 4 0 t,r 0 z Z Z 0 W!LIw<_j �i 0) u. SErL PLAN No. �aE62"0oo JOB No. SHEET No. W0405 0 lam. LU PLuP� VL Lu G= Lu a� 7 LEI tDl. �1 Lu 7c I NOTE: POST CON3TRUCTIWJ1 OLEAN-UP WITH ANOTHER APPLICATION Or A NL-UTRAL CLEANal WITH AEnAaIVV ADDITIVE (WALTER C). L200�ZS `fEX-3?AR' OR EC)UAL), AND BEST ACCOMPLISHED WITH A DECK BRUZEI OR 801RUEUNQ MACHME, U8E PHOSPHORIC ACID OR 8ULFANAC ACID (ONLY FOR REMOVAL OF ANY C)ROUT R�81DUE. DO NOT USE MURIATIC ACID INTEkIOR WALL TILE A. WALL TILE FOR KITCHEN AND RESTROONIS &4ALL ME 4 1/4 ' X 4 1/4 ' QlAZED WALL TILE (SEE MNISH 80MEDULEE)'. C-1 & 0-3) S. WALL TIL8 FOR AE3TR((YjM ACCENT SHALL LIE 4 1/4 " x 4 114 ' GLAZED WALL TILE (SEE FINISH SCHEU. 0-4) C. WALL TILE$ TO BE SET WITH TYPE i MASTIC, AND GROUTED AS NOTED ON NNMH SCHED. C-1. 10YPSUM DRYWALL rURNISH ALL MATERIAL AND LABR NECESSARY TO PROVDE MNI'811ED DRYWALL SURFACES IN ALL AREAS O(CHEDULED TO RECIEVIR THIS FlMaH OVA THE DRAWINGS. TAPE, SPACKLE AND SAND SURFACES AS TO RECEIVE PAINT, REPEAT A* REGUMIED. ALL DRYWALL OVER FURMN(A AND WOOD '-3TUD,`lp SHALL PE 6/6' FIRECODE GYPSUM. MATERIALS SHALL UE 8TANDARD PRODUCTS MANUFACTURED By/ U3 6AYPSUM, NAT�ONAL GYPSUM OR COLD BOND GYPSUM COMPANY, C�ILMG SU8PENDED SYSTEM FUNNMH AL� MATERIALS AND LABOR TO PROVIDE A COMPLETE SU33PENDED (4EILING INCLUDING CEILINO TILE, HANGERS, 0,17ilD TEE$, AND ALL NIOLDINGES, A. THE ACOUSTICAL CEILINCI MATERIAL3 IN 'THE DMING ROOM SHALL M M�NERAL FIBER COMPOITION, TYPE M MATERIAL. PANELS TO UE TEXTURED 24"x24"A6/0" REVEAL EDGE, FOIL BACKEU PANELS (SEE FIN*1 3UNED CT-10 EXP08ED 0EILINQj GRID AND rRAMINQ SHALL BE COLD ROLLED STEEI.. EXPOSED 3URrA(.,'E?) PREMNISHFD W/ MANUFACTURERS STANDARD ENAN0. PAINT. B. TH5 ACCUO'HCAL (CEILING IN THE KITCHEN 8HALL BE A GYP8UPd CORE, WA8HAELE VINYL MATERIAL, FIRF-CODE 'C', WHITE 3GUARE OUT 24" A 416' X 1/2 ' LAY- IN PANELS (SEE RN1011 SCHED� CT-9) CEILING qRlD AND rRAMINO SHALL r-RiE COLD ROLLED 3TEEEL, EXPOSED SurirACE8 PRENN13HED ClEILIN(N 6R�U AND FRAMINE-1 SHALL LE COLD ROLLED STEEL, EXPOSED OURFACIRS PREFINISHED WHITE. C A RP E T ALL CARPET TO BE SUPPLIED 'WITH EQUIPEIENT PACKAeE AND INSTALLED BY A QUALIFIED CARPET 11,18TALLER WORKINC,11 FOR THE UENERAL CONTRACTOFR, REFER TO SHEET 00 (FLOOR TILE 4, CARPET PLAN) FOR RLECOMID�iENDHD GEAMMQ AHD'MNI0H SPECIFICATIONS FOR (,ARP��T. A. STANDARD CARPET: CU8T0M PATT51HED "AXNflMSTER" CAnPET UP J001 NYLON WOVEN THROUCqH A 8YNTHETIC BACKER 112' x 90' ROLLSIL USE. WITH PAD AND W139 TACK TRANSITiON STRIP. R PAD: FIRM COMMERCIAL 3/6' fONTRAOT CU$HIONJ (FOR U6E WITH AXMINSTER CARPET ONLY) CARPET/TILE TRANaITION 8TRIP: TACK STRIP TO LUE A ONE-P00E ALUMINUM EXTRUSION WITH SOLID V�NYL SADDLE, AS MANUFAOTURED BY NATIONAL SHAPES �NC. ANU SUPPLIED BY KITCHEN EQUIPMENT 6UPPLIER. (OUE F�NISH SPEORCATiONZ - CARPET) CARPET INSTALLATION A. STAf,,IDARD 'AXMINSTER' ENVIRONN�TENT� THE INSTALLER �)HOULD HAVE THE AREAS TO CE CARPETED AVMLAEPLE FOR THEIR USE AND FREE FROM OTHER TRADES AND ACTIVITIES. DURIVM WINTER, THE CARPET MUST 8E STORED IN A HEATED SPACE AND AREA-S 70 UE CARPETED MUST LE KEPT AT THE PROPER TEMPERATURE LEFORE, GURINO AND AFTER THE �11MTALLATKDN. PROPER CU�SHION AND ADHE'SIVE:: A FIRM GOMMERCAAL HAkTEX 3/8" CONTRACT CUSHION OR E(21JAL, DO IlbOT INSTALL A,"UdING7ER CARPET OVER, "RELROND", 'WAFFLE' OR PRIME URETHANE. METHOD OF 8EAMING: HAND-$24INQ AND/OR PIN TAPE AND LATEX ARE TKE PREFERRED METHODS, ALTHOU(AH PREMIWA HOT-NIELT TAPE (ORCON SUPER �S OR EQUAL) MAY RE U00 SVOCEOSPULLY UNDER CERTAIN CIRCUMSTANCES ICEE INSTRUCTIONS). TRIINIMINa OF 0ELVEDGE:S: IN MOST INOTALLATIONO, IT W�LL BE NECESSARY TO TRIM AT LEAST ONE SELVAGE EDQjE (NOT FACE YARN) AND IN 100MI-7 CASES 13,07H 3ELVA(AE EDC,033 IN ORDER TO OBTAIN A PROPER �1:dEAM. THE TRIMMED EDOE-Z MUST THEN LIE 13EALED VBUTTERED') WITH LATEX. PATTERN MATCHINO: US AXMIR31'ER UTILIZES '1001 SYNTHETIC BACKIING YARNS WHICH WILL NOT 2HMNK OR STRETCH SUt�b�TANTIALLY WHEN WET AS P� THE CASE WITH OLD FA,9HIO�',,ILrD JUTE AND COTTON BAC10XI. ALL ROLLS ARE CAREFULLY PRODIJCED TO LENAELE EXCELLENT PATTERN MATCHING BY FOLLOWING THE ATTACHED &ISTRUCTION3. THE PATTERN Is TO L� SQUARED AND ALIrZNED IN LENGTH AND WIDTH _',,EFORE mumma DEGIN SQUARE AND YOU CAN END SQUARE. EACH ROLL FROM US AXM�N8TER 13 CODED WITH A MATCH LENOTH (ML) WHICH WILL HELP DETERMINE 'THE LE8T �3EGAJEHCE OF ROLLS FOR INSTALLATION. THESE �A'DES ARE ON TACIS ATTACHED To THE ROLLS AS WELL AS ON THE NELL OF LAMN61. THE INSTALLER MUST STUDY THESE CODES EEFORE LAYHlX-'j OUT THE J00 AND/ON OUT1110, ANY ROLL& POWER STRETCHIO2;: ALL AXMINSTER CARPET STRETCHED IN Q)VER CUSHION MUST BE POWER 3TRETCHED ACCOHDINC) TO THE ATTACHED �NUTRUC37IGN. US AXNNNSTffV8 INSTALLATION SPECIALIST, HOWARD KUTER, 18 AVAILA&E TO ANSWER QUE$)TIONS AND 'SOLVE PROLLEM3 RELATED TO INSTALLATION. HE CAN LE R�-ACHED AT 01-3.12-1601 rROM 8:00 AM TO 6:00 FM (OPYID MONUAY DIVROUQH FRIDAY. WALL COVEMNGu ALL WALL COVERINiA INDICATED ON THE DRAWINGS TO BE SUPPLIED BY KITCHEN EQUIPMENT SUPPLIER AND R13TALLED BY GENERAL CONTRAuTOR. REFER TO Fffl2fl �2')PECIFIOATWN3 'WC* FOR MATERIAL �V)ECIFICATIONS. 1001NTRACTOR TO VIEMFY QUANTffIES PRnR TO 8TART OF CONZjTRUCTION). PREPARATION: ALL 8URFAC',E2) MUST LIE STRUCTURALLY 80UND, SMOOTH, CLEAN AND DRY. MOISTURE CONTENT OP INALL8 GHOULD NOT EXCEED (0 6 PERCENT. DRYWALL BURFACEa MIJOT LE 1`11\0HED AS 70 REGEWE PMNT. APPLY ONE GUAT OF A WAYEM BAZ�ED PRIMER 8JOH A8 EVANS 010'14 VINYL PRIMER TO �3EAL AND S�ZE THF IJURFACE INGTALLATION: APPLY VINYL WALL GOVERHAQ8 LIS�NQ A PRE-MDUED VINYL ADHESIVIE WITH MILDEW INHIRTOR (EVANS 00-9,13 OR E(DUAL). EflUISH OR ROLL ADHESIVE UNWORMLY d4IftR) SPECIAL ATTENflON TO F_U�31E% U�-�E APPROXIMATELY ONE iu�ALLON PER 10-12 LINEAR YARDS, PASTE AND ROLL, ALLOWIN(I MATERIAL TO �)TAND FOR AT LEAST FIVE MINUTES. HAN(�A, ON WALL U�%NCA BUTT PROCEDURE. ROLL SEAMS LKiHTLY AND 4NMOUTH OUT EL�STERS A8 REQUIRED. IT IS CRITICAL THAT ALL EXCESS ADHFS�VS EL5 RFMOVED FROM THE WALL COVERING SURFACE, APPLY CLEAR ULICONE CAULKING PEEAD WHERE ALL WALL COVEMNO MHIET6 WOOD TMM. ALTERNATr WALLCUVERI�\W;j BACKUROUND FOR HUMID ZONES- PAINTED WALL FINWH. -AQUA FLECK' SEE D. PAINTED WALL Flf,,Jlb'H ALTERNATE, TEXTURED FIBERGLASS RE-MFORCED POLYE3TER (FRP) PANELS SANITARY WALL SY3TFM-'3 TO PC- IVORY FRP PANEL, INSTALL 4'i9'xl/@' PANEL WITH HARMONIZINC:'i PVC MIOL-DINQ'i;, ADHE1,31VE AND SEALANTS IN 8TRIfT ACCORDANCE WITH MANUFACTURERS WRITTEN INCTALLA7ION INE�TRUCTIOINS, AS MANUrAOTURED BY MARLff!E OR KAL-WALL. uN07E: IT �8 THE CONTRACTORS REOPOH'SOIBILITY TO DLF�-TERMINE THE USE OF 'CLASS A" OR "CLASS C" MlATEMAL, PAINTING THE WORK TO LE DONE BY THE PAINT�NG COMTRAOTOR SHALL INCLUDE THE FURNWHINQ OF ALL MATERIALS, I_AaOrt, TOOLS ANID EQUIPMENT RE62UMED TO COMPLETE THE PAINTINO OF BUIL=G AS OPECIFIED. THE SUEMIS%0*1 OF A EID all THIS CONTRACTOR CONFIRMS AN UNDERSTANDING OF ALL CONDITIONS PENTAINOMG TO THIS WORK AND PROPER APPLIGATRiN OF MATERIALa SPECIFIED. WORKMAN3HIP ALL MATERIAL8 SHALL EE APPLIED FREE FROM RUNS, SAa,6, WRINKLES, STREAKS, SHINERS AND NIARKS', 2. ALL MATERIALS SHALL DE APPLIED UNWORMLY. IF ANY REDUCTION OF THE COATINGS VISCOSITY IS NEGESOARY, IT 8HALL EG DONE IN ACCORDANCIE WITH THE blANUFACTUREA's LABEL DIRECTIONS. 3. HEIN PLASTER AND OTHER MASONRY SURFACES SHALL NOT EE PRIMED IJNT�L IT HAS LEEN DETERNHNED THESE SU93TRATEZ'� HAVE DifHED SUFFICIE114TLY TO SAFELY ACCEPT PAINT. A RELIABLE ELEQTRONK, M(uI-'_3TURE METER 8HOULD EE USED TO MAKE 73-115 DZTZRMINAT�ON. UNACCEPTABLE MR13TURE CONTENT 1,33HOULD SEE REPORTED TO THE ARCH17EC'T OR H13 H F EPRESENTA`11VE. 4. A MIMMUM INTER0`1 IffeMPERATURE OF 66 DEGARCEE3 F 8HALL E- MAMTAMED DURING THE ACTUAL APPLIGATION ANU DAYING OF THIP PANT, AND UNT�L OCCUPANCY OF THE DIJ�LDING OCCUR& ADEQUATE VENTILATION SHALL E�E MAPffAINED AT ALL TffME8 TO CONTROL. EXCESSIVE HUNHDITY VAHICH WILL ADVFR8ELY AFFECT THE CURINC:i (OF COATINGS, THE GENL-RAL CONTRACTOR 18 SOLELY RESPONSIBLE FOR MAINTAININQ OUffABLE TEMPERATURES AND VENTILATION. 6. PEFONEF, PMNYING 6,96TI8, ALL OTHER CRAFTS SHALL HAVE COMPLETED THEIR WORK AND SHALL HAVE REMOVED ALL DIRT AND DEBMS Rr,_,'3ULTWG THEREFROM. TIAE ROOMS OR AREAS ARE TO ElE LEFT RA WOOM C,1.15AN CONDITION. 0. ENAMEL AND VARN18H UNDERCOAT8 ARE TO EF_ SANDED PRIOR TO THE RECOATINVi. TOP AND BOTTOMS OF DOOF18 ARE TO LOE FINISHED IN THE SAME MANNER AS DOOR FACMG, AFTER THE CAMPENTERS CINMPLETE FITTINQ OF THEM, 7, NO EXTERIOR PAINTING SHALL -PE UNDERTAKEN IF AIR OR SURFACE TEMPERATURE 15i EELOW 50 DEGREES F, NOR IMMEDIATELY FOLLOWING RAIN OR UNTIL FROST, DEW OR CONDENSATION HAS EVAPORATED. SURFACES SHOULD ALWAYS BE TESTED WITH MOISTURE METER EEFORE PROCEEDING. PREPARATION OF SURFACES t THE PAINTING CONTRACTOR SHALL BE WHOLLY RESPONSIBLE FOR THE QUALITY OF HIS WORK, AND IS F40T TO COMMENCE ANY PART OF IT UNTIL SURFACE 13 IN PROPER CONDITION. 2. IF THE PAINTING GONTPACTOR CM481DERS ANY SURFACE UNSUITAELE FOR PROPER FINISHING, HE 18 TO NOTIFY THE GENERAL CONTRACTOR OF THIS FACT IN WRITING. HE IS NOT TO APPLY ANY MATERIAL UNTIL CORRECTIVE MEASURES I-AVE BEEN TAKEN, OR GENERAL CONTRACTOR HAS INSTRUCTED TO PROCEED. 3, ALL SURFACES ARE TO BE CLEAN, IF FOR ANY REASON THE SURFACE CANNOT EE CLEANED, THIS CONDITION SHALL EE PROMPTLY REPORTED TO THE GENERAL CONTRACTOR AND YIENDY'S. 4. IF THE PAINTING CONTPACTCR HAS BEEN INSTRUCTED BY THE GUNERAL CONTRACTOR TO BEGIN PAINTING UNDER CONDITIONS AND CIRCUMSTANCES HE BELIEVES COULD RESULT IN POOR PERFORMANCE AND EARLY FAILURE OF THE COATINGS, HE SHALL REGUEST A DECISION IN WRITING FROM WENDY'S. 5. THE PRIME COAT SHOULD EE APPLIED SOON AFTER SURFACE PREPARATION HAS ECEN COMPLETED, TO PREVENT CONTAMINATION OF THE SUBSTRATE. INSPECTION 1. ANY WORK NOT CONFORMING TO THE SPECIFICATIONS OR DOES NOT MEE-T WITH THE APPROVAL OF THE OWNER, SHALL BE REMOVED OR CORRECTED AND/OR REPAINTED AS APPROVED 13Y THE owl NER. PAINT SCHEDULE A. EXTERIOR TRIM DOWNSPOUTS AND SCUPPERS (PEX-3) WENDY'S BRONZETONE. COLOR DEEP DRONZETONE 111104-62) PRIME: ONE d) COAT MOORWOOD EX-1ERIOR PRIF41ER (094) FINISH- TWO(2) COATS IRONCLAD RETARDO (103-62) FEN053 & ENCLOSURES (PEX-4) ONE COAT MOORE' MOORWOOD No. 080-86 CHARLESTON BROWN. (VINYL ACRYLIC STAIN) B. OAK TRIM OAK TO EE STAINED WITH 'MINWAX' WOOD FINISH STAIN & FINISHED W1 TWO COATS OF 11INWAX" FAST DRYING POLYURETHAN5, SATIN FINISH. APPLY PER MANUFACTURERS PRODUCT INSTRUCTIONS, SEE FINISH S%JEDUL=- 8-11. 0. PAINTED DRYWALL DRYWALL TO EE PRIMED WITH k�_IJAMIN MOORE LATEX QUICK DRY PRIME SEAL 0201) AND FINISHED WITH TWO COATS OF BENJAMIN MOORES REGAL AQUA VELVET WHITE 03ig0l) (SEE FINISH fSPEC. P-3.) D. PAINTED WALL FINISH "LE FLECK' HEAVY DENSITY COVERAGE BASE COAT v 300 30. FT. / GALLON, FINISH �'�OAT v 160 30. FT. PER GALLON. APPLY WITH CONVENTIONAL SPRAY EQUIPMENT. SEE FINISH 30HEDULES, SP-1, FOR CUSTOM COLORS. ALTERNATE BACKGROUND FOR HUMID ZONES. DIVISION 10 - SPECIALTIES EXTERIOR TRASH ENCLOSURE (P5X-4i TRASH ENCLOSURE SHALL EE AS PER SPECIFICATIONS AND DRAWINGS. (SITE PLAN AND SHEET 2) GENERAL SIGNAGE ALL BUILDING, FREE-STANDING AND DIREC71ONAL SIGN$ WILL INCORPORATE THE CAMEO IDENTITY. TOTAL SIGNAGE INCLUDING MENU AND SPEAKER SIGNS SHALL BE FURNISHED BY OWNER AND INSTALLED BY LICENSED SIGN ERECTOR. SEE APPROVED SIGN SUPPLIERS LIST. EIAJILDING SIGNS 1. BUILDINGS WITH SERIES 2 FASCIA 30' 'WENDY'3" OLD FASHIONED HAMINJRGERS w/CAMEE0, RED - CLOSED FACE CHANNEL LETTERS IVACUFORM INDUSTRIES / NATIONAL SIGN). TO EE INSTALLED PER EXTERIOR ELEVATION$ (SHEET -5) MENUBOARDS, (INTERIOR AND EXTERIOR) ALL BUILDINGS REGUIRE: (ONE) INTERIOR WRGUNDY 4-PANEL MENUBOARD IGOFFIT MOUNTED) (ONE) EXTGRIOR rA)RGUNDY MENUBOARD WITH DUAL SPEAKER PEDESTAL. KITCHEN EQUIPMENT QENERAL CONTRACTOR TO RECEIVE AND UNLOAD ALL KITCHEN EQUIPMENT AND SET IN PRIDPER PLACE, KITCHEN EQUIPMENT SERVICEMAN WILL SET UP EQUIPMENT WITH GENERAL CONTRACTOR MAKING ALL FINAL HOOK-UPS. crHis WOULD ALSO INCLUDE ANY PURCHASED W5BCO KITCHEN EQUIPMENT ITEMS). HOOD FIRE SUPPRESSION SYSTEM & PORTAEtE FIRE EXTINGUISHERS HOOD FIRE SUtPPRESSION SYSTEM SHALL BE AS PER SPECIFICATIONS AND DRAWINGS (SHEET 115A) MANUFACTURED BY ANSUL OR PYROCHEM (NO 3UBSTITUTE-3) SYSTEM SHALL BE FURNISHED AND INSTALLED BY HOOD MANUFACTURER UNLESS OTHERWISE ;NSTRUGTED BY OWNER. (VERIFY WITH OWNER EEFORE CONSTRUCTION) PORTABLE EXTINGUISHERS SHALL BE FURNISHED BY OYffIFR AND SHALL UE INSTALLED AS DIRECTED BY LOCAL FIRE CONTROL AUTHORITY. COMMUNICATION SYSTEM TOTAL COMMUNICATION SYSTEM AS INDICATED ON DRAWINGS (SHEET 110A) SYSTEM SHALL BE AS MANUFACTURED BY H.M.E., SYSTEM SHALL WE FURNISHED AND INSTALLED BY OWNER. CamTRACTOR TO FURNISH CONDUIT, ELECTRICAL CONNECTION AND GO-OnDINATE INSTALLATION WITH ELECTRICIAN. PUBLIC RESTROOM DOOR$/PARTITIONS RESTROOM STALL DOORS SHALL BE MELAMINE COMPONENT PANEL 0,40P) DOORS AS MANUFACTURED BY MARLITE, DOORS SHALL BE 7/8' THICK WITH t920 ALMOND COLOR LAMINATE THERNIALLY FUSED TO THE FACE OF 46 L8. INDUSTRIAL PARTICLE BOARD. ALL EXTERNAL EDGE$ SHALL BE BANDED WITH COLOR MATCHING PVC EDiGE BANDING APPLIED UNDER HIGH PRESSURE WITH HOT MELT ADHESIVE. SEE DRAWINGS FOR SIZE AND LOCATIONS OF DOORS. PUBLIC RESTROOM ACCESSORIES HAND DRYERS: 'WORLD DRYER' MODEL NO. R'-A5 RECESSED MOUNTED %v/LOUVERED NOZZLE NO. 462 WHITE AS FURNISHED BY OWNER AND INSTALLED BY ELECTRICAL CONTRACTOR. 2. 28' W A 42' H WALL MOUNTED PLATE GLASS MIRROR w/STAMILESS STEEL FRAME. 3. LIQUID SOAP DISPENSERS: LAVATORY MOUNTED TYPE 304, STAINLESS STEEL WITH BRIGHT POLIaH FINISH. BOURICK MODEL NO. B-322 INSTAL�ED BY GENERAL CONTRACTOR. 4. TOILET TISSUE DISPENSERS: LAVATORY MOUNTED JUMWD ROLL TISSUE DISPENSER ITY SCOTT MODEL NO 094372 JRT IN3TALLED BY GENERAL CONTRACTOR. 6. HANDICAPPED CRAD BARS: BOBRICK SERIES No. BrO10 STAINLESS STEEL WITH EXPOSED MOUNTING. FINISH SHALL FE SMOOTH AND FURNISHED COMPLETE WITH MOUNTING KIT. ALL ITEMS SHOWN ON DRAWINGS SHALL BE FURKISHED AND INSTALLED BY GENERAL CONTRACTOR. ROOM IDENTIFICATION SIGN 3/4* THICK SANDBLASTED AND PAINTED IDENTIFICATION SIGNS FURNISHED BY OWNER AND INSTALLED BY GENERAL CONTRACTOR. A.D.A. RESTROOM IDENTIFICATION SIGN SKIN SHALL BEE 6' X 8* BEIGE WITH CONTRASTING BROWN ICONS IN COMPLIANCE WITH SECTION 4-30-6 Or THE ADA MANUAL GIQN SHALL VE MOUNTED OF] WALL ILATCH SIDE OF DOOR) SEE. SHEET 6A. STAINLESS STEEL COW42RS 16 GAUGE STAINLESS STEEL WRAP STYLE CORNER PROTECTORS IN KITCHEN AREA. INSTALL PRIOR TO FLOOR AND WALL TILE IN ACCORDANCE WITH LOCATION$ NOTED ON EQUIPMENT PLAN (3H�ET 9 EQUIPMENT Lill-L'13). SUPPLIED BY S&G METAL WORKS AND IP43TALLED BY GENERAL CONTRACTOR. WALL DSCOR FRAMED ARTWORK TO BE MOUNTED TO WALLS WITH CONCEALED SECURITY HARDWARE SUPPLIED WITH DECOR PACKAGE FROM CREATIVE PALETTE. LOCATIONS AND MOUNTING HEIGHTS ARE INDICATED ON SHEET 6A, INTERIOR ELEVATIONS. SILK PLANT PACKAGE THE STANDARD SILK PLANT PAf,KAGE INCLUDES PRE-ASSEMELED HANGING PLANT$, FLOOR PLANTS AND DROP -IN INSERTS AS REQUIRED, REFER TO SHEET 9/9QUIPMENT PLAN FOR LOCATION AND KEY. MOUNTING HEIGHTS FOR HANGING PLANTERS ARE INDICATED ON SHEET GA/INTERIOR ELEVATIONS AND INSTALLED BY GENERAL CONTRACTOR. FLOOR MATS ALL VESTIBULES ARE TO HAVE FLOOR MATS SUPPLIED BY TURNCUFF CORPORATION SAFETY PACKAGE. DIVISION 115 - MECHANICALS PLUMBING 1. PROVIDE ALL LABOR, EGUIPMENT, AND MATERIALS NECESSARY TO EXECUTE THE PLUMEING WORK INDICATED ON THE DRAWINGS, AND AS REQUIRED BY LOCAL CODES AND ORDINANCES. 2. PAY ALL FEES AND ARRANGE FOR EXECUTION OF ALL TAPS, METERG WITH REQUIRED ENCLOSURES (IF ANY), ETC INHERENT TO THE INSTALLATION OF NEW PLUMUNG SERVICE. 'I 4jAALL WQUAN- All. VIMNU; D(0)NV4'iTV� 0UT AVILL) CUILD WA_Nb_FL '��ANITANV Affil, �;UFFLV ANU HQQ)n-��.jv (OF ALL FIXTURE',-, 8CHF*DULrr.lD ON Tl--E DRAININV,'2; AND D,13ULATION OF DESIGMA11D PIPING RUNS LU[ ' Al 3 16Y 8HALL AL80 INC F)F_ J. QlAO PIPIN(',l 411) EQ�APMENT 0ONNE07ION, HERE NEGOIRFE'D. 4. ALL ITEMS, 0Uk;H AV, FITT �41rc. NOT MIENTWNE-D tTg)T UNDERSTOOD TO) SE iNECE,,3,)�AriY Tc�)) CQMPLETE THE PLUMEAN(�j 8V13TEM kt� lHOLUDEED. 6. 8',(JIL, Vv'ASTE, AND Vlk.�]T PIMN(35 TO FPCr� fl& MATERIAL APPROVED BY LOCAL U0023. 0. PROVIDE 01-FAHOUT8 FOR S01 AND WASTIE- HNE�,13 AS (UN DRAWIN(13, ANLD oil' TYPE APPROVED BY LOCAL, 7. ALL. VMATER allff't,Y PIPR�Yi Vl_�LCAV SHALL Efft TYPE K SOFT CO)FIPER TUENG, qAVOID FITTINOS FUELOW SLAB W1IF`.NF.VEA P0382.4-E). ALL WATER �3UPPLY FIP�MO ABOVE Q-R-QUt,1D 18HALL LIE TYPE L HARD COPPFR TU'Arl�i. & PROV11FE F(UR DRAININC?i WATER SY.3T[5,1,M, AND CAP ALL 0TUS`.'3 UNTIL jIMSH WORK M INSTALLED. IN3TALL DRAIN VALVE AT WATER NIETER WITH 3/,Al' HOSE THREAD AND VACUUM EIREAKEN. 9. PROVIDE-: U'TOP�'.-`) ON WATER SUPPL�F_S TO EACH FIX117UNU. 10. GAS PIPING r-OR HE.ATVV� WaNJ C,3A',3FlkED EQUIPMENT SHALL BE INCLUDED IN THK9 CONTRACT, GA3 PIPINQ "MALL D STANLIARD WEIGHT, BLACK ',STEEL PIPE, Z30GHIEDILILE 60. ?IPINk") EXPOSED TO ATNJ08jPFU,_--.RE ',(.)Ft FOR-4 BELOW �.MRADE SHALL HAVE POLYETHYLENE PLASTIC. GOATINI'vi. ALL (,)AS FITTINQ9 AND INSTALLATION `3HALL VE IN ACCORDANCE WITH REQIUIA�MENT3 (OF UTILITY C;00ANY AND ALL Q�OVEFMINQ Th INC�ULATE ALL COLD AND HOT WATER PIRN(.,'j WITH AFIMZ;TR(C)NQ CW4PANY ARNAFLEX '11' PIPE INOLILAT�Ofl. SEAL JOINT"91 WITH ARMSTRONQ 620 ADHELNVE. IM091TANT - HOLD ALI. COLD Af\,ID HOT WATER PIMNG TO WAFOA ',"ADE OF INSULATION TO P11(OHIBIT FREE-70A. INSULATION SHALL MEET FLAME 8PREAD AND S31MOKE DEVILF-110PED RATINOiS REQUIRED OY LOCAL CODE,' . 12. PLUMENfflO FIXTURE! `25HALL LC- rURNk5HF[fJ AND ��13TALLED WHERE SHOWN CUTI THE URAVIINGS, ALL FIXTURE FITTMkAl AI` -ID E�150,�0) FIXTURE PIPIN(A SHALL Lffi FURA,98 CHROMIUM PLATED. ALL, TRAP8 SHALL BE CAiT BRASS. ALI,, FIXTUFRES SHALL OLE lffiiffE, FIXTUREO SHALL EE AS MANUFACTURED BY ANERIC,AH STANDARD, KOHLER OWN ('11ANE AND E(QUAL IN ALL RESPECTS,) TO FIXTUREfl) SPECAFIED. CL0,3ET OEATO 3HALL hll�. Effil5. WATER CLOSET iA-B No. ' )0443.102 AMEMCAN 8'TANDARID: C-LOAPAIATED WATER -SAVER 'MADERA' VffkEt0AA) CHINA TOILET '17" HIQH No. 169 MG(,`lUIRE VLEMULE SUPPLY UTOP No. 106G ELIONOiATED 'EENN',73" OPEN r�R(011T WHITE SEAT. NOT SE.;LF-3USYAIrflNlG HINCIE. No. Allyu 8LOAN 'ROYAL' FLUGH VALVEH.?, CiAL/FlUSH) WATER CLOSET (A-2) o. -3 0,41 0 2 AMEMCAN 'STANDARD: n,0NQA'fED WATER -SAVER 'MADENA' VffREOU8 C0,1A TOILP'T 17' HMH N 0. 1 (a 9 NIG01IRF7, FLEdXILLE ':0UPPLY 3'TOP No. E-LONQATI'D 'MEMK3' CAPEN FROhff 'WHITE 'QrvAT. NOT No. ITHD SLOAN "ROYAL' FLIJ�311 VAI.,VF10 GAL&Lu, m LAVATORY ID-1) COVRIAM SINQLE INTECWRAL VAMTY TOP AND D'01411_ wl'g! 7/8 ' BACKSPLAZI-I AND MDEGri-A,2HES INGLUDIED. OVERALL �51ZE 51' X 19 1/2 ' 1130WL POSHION "0") CORIAN INTE(iRAL VANI'TY TOP w/DOULLE Duk (IF COME IREQUIRED) w/ 2 7/8 " BACKADPLA,2M AND 81DESPLA3HE8 INCLUDED. OVL�ALL 'SlZr: AS" X22' (BOWL Pam,rmj 12 1/9, " -LR-12 1/2 ") No.8872 MCGUME ADJUOTAF-A.Z. QA3T BRA,33 "P' TRAP YflTH TUEDIGA LORAIN TO) Wl ALL I 11A, RlLET AND OUTLET, GLEANOUT PLUE1 E8,0UT(MEON. Mo. 5401.172,4111.002 AMERICAN 3TANUAR11� "HERITACIE" FAUCET INITH POP-UP DRAIN OR No. , �Tjo �itDFH '0AHj-`3TR[-AM" FALICET MTH (ARID 37RAINER WA3TE 1340M.000/.002 MFTEV'flN('-j FAVOLET W1 INMUNIC11 VALVE OR 0 518.2 D 0 AVT�,)INIATIG ANEEMIGAI'l CITANDAIFitr) No. M�7 NKX0RE FLEXIELE TUELE rNIISFR, WFIEEL HANDLIE OT',01P, E8CUT(,MEON, PROVIDE WITH WALL HANC�Fffn URINAL. 16-1) No. �3601010 ANIEFIIC.11,1`1 �STANDARD; 'VIA 5HFRQ(J) K'VI7RHO US C,HINA, WASHOUT, $/4 ' 1INCIM) TOP SPUD, WALL HUNG. No. 160ya �'ciLQAH "MQVAL" FLIUN�H VALAVIE WITH 111TEGRAL. STOP NIOP 3INX, El-l) No� hl=,-2�426 F�fll'-03HILICI Wl QUARRY TILE �FT-2) No. TJ344-�Tl 'H2:0TAVi2* FAUCET WITH VACUUNI UmEAKER FIXTURES AND RQUIFMFWT fl(� THIRU K-1111) FIXTURMS AND EQUIPkirlill' L3Y OTHERS. ROUGR-1N FINAL CONNECTIONS OF nEGUIRED WASTE, V&�,IT ANF-1) WATE�R OUPPLY PIPINGi BY PLUMFINTG 00i'lTkACTOR. ALL SUPPLY PIPING SHALL EE VALVED, 13, WATER METER K, A POi�NTIVE MSPLACEMENT METHM OF THE NUTATINQ DIZ30 TYPE AS REGUFRED BY LOG'AL UTILITY COMPANY. 14. A, Qka TONIMERCIAL' WATER HUATIPrl -83HALL 20 A RHFEM/RUUD MODEL K518,21-1-V5 WATER HEATER SHALL HAVE A $TORA(ME fAPACITY OF 02 GALLONS W/ AN EM:!RGY INPUT OF '1166,000 BTU, A RECOVERY (OF �51 CiALLONS PER HOUR e A MO DFCiR0,:7. (FAHRENHEIT) TEMPERATURE RJpjE AND BE E'((AU�PPED TO OPERATI`�' (ON NATURAL (AA8. WATER HFcATER 1,31HALL LE 3TAINLES3 STEEL CON07RUCTIC11 WI7H A LIMITED FIVE-YEAR TANK WARRANTY. WATER HEATER SHALL HAVE A POWER LlOWER, GAIj:' VALVE AND HOT 8UPrACE IQNITr7!R TO PROVIDE A THERMAL, EFFICIEN'GY OF LEAST WATER HEATER SHALL [E FOAM ff�SULATED WITH ZERO CLEARANCE TO C%�E03TIB�S COMBUCTID-F VALUM(i MATERIALS AtlD UTILIZE 94' A&i�� OR CPVQw PLASTIC 4FNPE FOR -$EALED EXHAUST EXHAUST AND AIR 120 VuLT C'IRCUff REQUIRED, 0. ELECTRIC lCOMME19CIAL" WATER vi.A-rER wrn-i eLA30 LR&D TANK AS MANUFACTURED rjY RUUD/ RHEEM MFGj. MODEL No. ESOC-12-O'i 186 tiALLON CAPI. CAPAuffl23 SHALL [E�- A13 NOTED ON PLUME14HO PLAN SHT. 116 116. WALL HYDRANTS SHALL PE FREEZELES,,A AUTO�NIATIC' DFIARAING) TYPE AS MANUFACTURED BY WOCODFORD, NEkEL 05 Ciffl, EGUAL bY ZUFff,J OR WADE. 16. 00-ORU�NATE ALL 1,1h-lRKIN(,) WITH ELFCTRICAL AND HEATING CONT'RACTON. 17. THIS CONTRACTOR OHALL QVARANTSE ALL WORK 0�TALLED UNDERL THE CONTRACT TO DIF fVREF, FR(UlM A[,lY DEFECTIVE WCUFl9fAAN'-3HIP OR MATERIALS, USUAL WEAR EXPECTED, AND 0HOULD ANY 3UGH DEFECTS DEVELCT WITHIN A PERIOD OF ONE YEAR ArTER, ACCEPTANCE OF THE DUILMNt.�i BY THE OWNER, THI,73 GONTRAQTOR �8IIALL REPAIR AND/tOR REPLAQE ANY DHPEGTm�5 ITEM3 AwD ALL DANIA0E REGULTINQ mom FAILURE OF TI-0':q'E ITEMS, AT NO EXPENSE '11HAT30EVER TO, THE OWNER. 18. DACKFLOW PREVENTOR TO LC INUTALLEU WHEN Fli_;;�GWRED BY LOCAL uODE AND Is TO 2E PRO=LED BY AND INSTALLED w rHE PLUMBING CONTFHAC�TOH. t3, SUPPLY AND IMSTALL PREVIADE GA,3 G00106 EQUIPNWHIT MANIFOLD AS SHOWN CUM SHEET 16A, SUPPLIED BY 81() METAL WORK8,. DIVh,:'Wf,l 15 - N0,311ANIGAL,3 HHATI�05j AHD VENTlATI(C)N 1. PROVIDE ALL LAD.W.11R, MATLFMIAL�j AND EQUIPMENT NECES,3ARY TO COMPLETE TH� HEATING AND VEN"I'lLAT&M, WORK INDIGATED ON THE DRAWINf..,.'jS AND AS REQUIRED 31111 LOCAL UODE�`:*, AND ORD�NAHGES. 2. INCLUDED IN THIS SE.0-HON k2l ALL WORK TO INSTALL KITCHEN EXHAUST HOOPS AND ROOM VENTS AS R)HOWN ON THE DRAWINO'33. ALL HOOD$ ANU rANS ARE TO EFE WENDY',S STANDARD, A� LISTED ON 0HIEEPT $-5, APPIl-.OV1eJ) SUPPI-JERCL ROOF MOUNITED EXHAUST FANO TO PRE �NIOTALLHD 01\1 Prd�- FABR�CATED CURB FURi`W3HED AND li"13TALLED DY HEATINC?i CONTRACTOR. 3� HEATIN(i AND f,QQLING UNITE� AS INDICATEU ON THE URAWW(-')S TO ELF FURN110HE-0 AND H,13TALLED BY HEATINU CONTRACTOR. HEAT11ING AND VZNTILATM��'l UNITS INDICATED ON THE DRAWINCiO AND HEREINAFTER ZUPEC�FIEFJ AFIF DFOIC`iNED T(fl_` �,,IEE,,,'T ASHRAG 90-66 BASED ON GOLUIVIPAJ��, OHIO UEOMIl CONDITIONS OF �iO F SUNIMER AND 0 Pr' WINTER. 1�31EE NOTE 161 RF 'C' �, F� 131. DIFF I-) �l 'jS, LOUVER0 '. HALL Bi-: AO PER fd, DEL AND SIZE R4=ATED OIN DRAMNG& �10 ' -TITUTE3 SHALL W AGGI�PYED [AlLE5,n.,, APPROVED BY THE OWNER OR AHChffET IN IV ITR,4�1 8 U &lj r R MFFlJ8ER8 AND LOUVER!`) 14TOT MEETNTO ,?pPE0IFKlATI0H AS 8HC)WN ON DRAWINQ8 SHALL bE REPLACED AT THE kEATIHIG GONTRAC,7.0R'a r-.xPENac--. U. EUrORIE FINAL ACCEPTANCE r� OWNER, A OINNIER'8 REPREOENTAYIVE SHALL CHECK ENTLRE HVAQ 8YSTFhi AND SUIRMff A WRITTEll REPORT TO) THE OWNER. FINAL BALANCE OF HVA0 8Y,8�TENI 83HALL BE PERFORMED BY f,,,IECHAflIGAL CONTRACTOR. NO FINAL PAYF-A-gNT Yl�LL BE MADE Uli'rl T�IE ABOVE REPORT HAS LEFid RE-CrAVED AND AVAC BYSTUJO ARE IN\ BALANCE. (0, WHERE REGUIRIPE) BY QOVERi-,,ffiQ OfRUMANUES, PROVIDE FIRE DAMPERS' CONrORMINW To NrPA 9,0A. VJPPLY DUCTS TO HAVE V FIEERQLASS IN3ULATION. EXHAUST INSTALLATION SHALL CONFORM TO NVPA 00. 7. WHEIRE RFQUIlRF'0, PROVIDE CLASS 'b" GAS 'VENT FLVE,, COMPLETE WITH QAF, COLLAR AND FLAOH�NQ. 8. H�18TALL THERM(Y.",TAT 0-OM&LETE WITH ALL I`1EQE,38ARY WIPRIN'(A AND CONTROLS, LOAGAIIION A-13 INDI'C'ATEll-l' ON THE DRAWff-K?j'5- THERNROSTAT SHALL PROVIDE. FOR A[�JTOMATIC AND MANUAL FAN OPERAT�Wl. 0. INSTALL AND CONNECT THE COMPLETE SYSTEM IN STRICT ACCORDANCE WITHI ALL GOVERNING CODES, ORDINANCES AND THE LATEST CODES AND MANUALS OF THE NATIONAL WAMl AIR HEATMel AND AIR CONDITIONING ASSOCIATION. 10. ADJUST ALL CONTROLS AND EGUIPMFNT FOR PROPER OPERATION, LUERICATE AND CLEAN ALL EQUIPMENT PF41OR TO ACCEPTANCE OF UJILDING OWNER. 111. COORDINATE ALL WORK WITH ELECTRICAL AND PLUMUNG CONTRACTORS 12. FURNISH THE OWNER WITH ALL OPERATING MANUALS AND MAINTENANCE INSTRUCT�ON3 FOr"t EQUIPMENT INSTALLED. 13. THIS CONTRACTOR SHALL GUARANTEE ALL WORK INSTALLED UNDER THE, CONTRACT TO BE FREE FROM THE DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY SUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF ]'HE BUILDING BY THE OWNER, THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND ALL DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO, EXPENSE WHATSOEVER TO THE OWN -PH. 14. HVAG CONTRACTOR IS RESPONSIOLE TO NOTIFY GENERAL CONTRACTOR OF REQUIRED CHANGEG IN ROOF OPENINGS FOR ROOF TOP UNITS DUE TO CHANGE IN EQUIPMENT 3125- DICTATED BY APPROPRIATE OPTION ABOVE. 15. HVAC CONTRACTOR IS RESPON312LE TO NOTIFY GENEPRAL CONTRACTOR, ELECTRICAL, AND PLUPAUNG CONTRACTORS OF CHANGES IN ELECTRICAL AND GAS REQUIREMENTS DUE TO CHANUES IN E-SUIPMENT CAPACITIES AS DICTATED BY APPROPRIATE OPTION AEX)VE. DIV18ION 10 - ELECTRICAL 1. PROVIDE A COMPLETE �51LECTRICAL SYS',;EM AS INDICATED ON THE DRAWINGS AND DE8CRIFED HEREIN. 2. ELECTRIC WORK SHALL COMPLY WITH THE LATEST NATIONAL ELECTRIC CODE A3 WELL As STATE AND LOCAL GOVERNING CODES. 3. PAY FOR ALL PERMITS AND INSPECTIONS AND PROVIDE A CERTIFICAT-rE OF INGPrl-.QTIOM 4. PROVIDE REQUIRED SERVICE AND EQUIPMENT GROUNDING SYCTEMS. THE CONDUIT SYSTEM SHALL EE ELECTRICALLY CONTINUOUS AND SHALL EE SAFELY 6ROUNDED Air THE DISTRIBUTION PANEL. ALL DEVICES SHALL BE WNDED TO THE CONDUIT SYSTEM, PROVIDE A 8EPARATE GROUNDING CONDUCTOR IN EACk CONDUIT, #12 MINIMUM OR AS SHOWN ON DRAWINcla. 6. MATERIALS SHALL BE NEW WITH MANUFACTURER"S NAME PRINTED THEREON AXD UNDERWRITER'8 LABORATORY LISTED, THE SELECTION OF MATERIALS AND EQUIPMENT TO EE PROVIDED UNDER THIS CONTRACT SHALL BE IN STRICT ACCORDANCE WITH THE SPECIFICATIONS AND DRAWINU3. THIS CONTRACTOR SHALL SUPWAIT TO THE ARCNITECT FOR APPROVAL 8 COPIES OF EGUIPMENT AS FOLLOWS: MAIN DISTRIBU-MON PANEL. PANELBOARDS, DISCONNECT SWITCHES AND LICHTINC-) FIXTURES. 0. IDENTIFY DISCONNECT SWITCHES WITH LAMINATED PHENOLIC NAMEPLATES WITH 1/4' MINIMUM HEIC-ZHT LETTERS. 7. PROVIDE POWER WIRING AND HOOK-UP FOR EACH MECHANICAL AND KITCHEN EGUIPIMENT 171-01. THIS CONTRACTOR SHALL MOUNT, PROVIDE WIRING, AND MAKE FINAL CONNECTIONS TO EGUIPMEMT CONTROL PANELS VUHICH INCLUDE PREWIRED STARTERS, RELAYS, ETC.) FURNISH AND INSTALL ALL STARTERS WHICH ARE NOT FURNISHED AS A PART OF MECHANICAL FEGU�PMENT. DIVISION 10 - ELPECTRICAL (CON'T) 8. PROVIDE DEVICES, WIRING AND HOOK-UP FOR THE ENiERG-ENCY KITCHEN SHUTDOWN SYSTEM AS DESCRIELED AND SPECIFIED ON DRAWINGS. WIRING SHALL BE IN C0i'lDUIT. .9. DISCONNECT SWITCHE8 SHALi- EE THE HEAVY DUTY TYPE IN NEMA I ENCLOSURE OR EQUAL BY SQUARE D OR ARROW -HART. SWITCHES SHALL EE QUICK -MAKE, GUIOX-EREAK, EXTERNALLY OPERATED AND INTERLOCKED. 110. SWITCHES %]ALL BE 20 AMP HUEVIELL 112211-11 SINGLE POLE OR 1223-1 THREE WAY. DUPLEX RECEPTACLES SHALL EE 20 AMP HUEBELL 6362-11. PASS AND SEYMOUR, ARROW -HART AND BRYANT SHALL EE CONSIDERED AS EQUAL GROUND FAULT INTERRUPTING SHALL BE fl.E. TGTR1116F. COVER PLATES SHALL BE SIERRA IPA53 AND SEYMOUR). SWITCH PLATES TO BE SERIES 43-IN, DUPLEX PLATES TO EFE SERIES iS-IN. DUPLEX PLATES IN DININO ROOM TO EE OP-6 ETC. ALL COVERPLA7ES TO HAVE SATIN FINISH 1302 STAINLESS STEEL IEXCEPT DINING ROOM PLATES) 111. TEST ELECTRICAL SYSTEM FOR SHORT CIRCUITS AND MEGGER TEST FEEDERS AND ERANC*1 CIRCUIT WIRING, INSURE LOW IMPEDANCE GROUND SYSTEM. 12. THE ELECTRICAL SERVICE TO THE SITE SHALL CE VERIFIED BY THIS CONTRAl' TOR PRIOR TO UDDR-IQ JOB. THIS CONTRACTOR SHALL PROVIDE CONDUIT, CABLE, CONCRETE, 004NECTIONS AND OTHER H EQUIPMENT REQUIRED FOR AN UNDERGROUND ELECTRICAL SYSTEM FROM THE POWER COMIPANY EQUIPMENT TO THE NEW DISTRIWTION PANEL "DP'. IT SHALL EE THE RESPON81EV-ITY OF THIS CONTRACTOR TO COORDINATE ELECTRICAL SERVICE ENTRANCE WORK WITH THE POWER COMPANY. SECURING CONTRACTS WITH POWER COMPANY FOR THE iN3TALLATION OF PRIMARY ENTRANCE, INCLUDING, CHARGES BY POWER COMPANY IN BID; AND PERFORMING WORK REQUIRED 13Y POWER COMPANY IN ACCORDANCE WITH POWER COMPANY RULES AND REGULATIONS TO INSURE A COMPLETE ELECTRICAL SERVICE. 13. THIS CONTRACTOR SHALL VERIFY POWER COMPANY REGUIREMENTS AND CHARGES PRIOR TO LIDDING AND INCLUDE SUCH IN EID. 14. FOR SERVICE AND PANEL FEEDER WIRING, USE TYPE THHN CAULE. USE TW CAELE FOR INTERIOR EfFIANCH CIRCUIT 'WIRING EXCEPT AS NOTED. DESIGN 13 BASED MI COPPER CONDUCTORS AND ALL WIRING SHALL BE COPPER, MINIMUM 112 AWG. WIRING SHALL LE IN CONDUIT. SPLICE WIRE8 46 AWG. AND LARGER WITH APPROVED GOLD11ERLES3 C%R4ECTORS SUCH AS ILSOO PROPERLY TAPED AND INSULATED. SPLICE SMALLER WIRES WITH MECHANICAL CONNECTORS SUCH AS ONI 'SOOTCHLOCK' TYPE R. 116, PROVIDE RIGID GALVANIZED STEEL HEAVY WALL CONDUIT / OR PLASTIC CONDUIT FOR SERVICE AND PANEL FEEDER CONDUITS. FITTINGS SHALL UE STEEL. THREADED, 6ET-SCREW TYPE WITH INSULATED THROATS. FURNISH EMT CONDUIT FOR INTERIOR WIRING WHERE PHY81CAL DAMAGE 113 NOT A CONSIDERATION. MINIMUM CONDUIT 31ZE 13 3/4" EXCEPT FOR FLEXIBLE RUNOUTS TO FIXTURES, MOTOR% ETC. WHICH MAY BE 1/2'. 10. CONDUIT SHALL EF_ CONCEALED WHEREVER POSSIME AND SHALL BE RUN PARALLEL OR PERPENDICULAR TO EIJILDING WALLS AND CEILINGS. 117. CONDUIT INSTALLED IN OR CELOW SLAS SHALL EE GALVANIZED RIQID CONDUIT / OR PLASTIC CONDUIT. NO CONDUIT LARGER THAN 11- 11/2 * DIA'M5TER WILL BE INSTALLED IN SLAB. 18. PROVIDE STRUCTURAL STEEL FRAMEWORK AND HANGIPVz' ROD$ WITH ERACES AND ACCE-81,30MES WHERE REQUIRED TO HOLD EQUIPMENT IN FINAL POSITION. PROVIDE -STEEL SHAPES AND FRANEP:3 TO SUPPORT WALL MOUNTED EGUIPMENT WHERE NORMAL WALL STRENGTH MAY BE INADEQUATE. 19. ELECTRICAL DEVICES, MOTOR STARTERS, D16CONNECT SWITCHES, ETC. SHALL BE SUPPORTED INDEPENDENT OF AND ISOLATED FROM EQUIPMENT VIERATION. 20. COORDINATE WITH KITCHEN EQUIPMENT 3UPPLIER ALL INTERIOR WIRING CONNECTIONS NEEDED, DURING ASSEP-10LY OF KITCHEN EQUIPMENT. 21 PROVIDE POWER TO CASH REGISTERS WITH TH5 FOLLOWING OROUNDING REQUIREMENTS. A. SYSTEM POWEA AND GROUND MUST Ef- MADE ONLY AT THE MAIN ENTRANCE PANEL. TIjr_� GROUND CONDUCTOR MUST BE OF INSULATED WIRE EQUAL. IN SIZE TO THE POWER GWADUCTOR (CONDUIT MAY NOT EE USED AS THE GROUND CONDUCTOR). B. THE GROUND CONDUCTO-A MUST NOT BEE U5ED AS A RETURN (OR NEUTRAL CONDUCTOR FOR ANY EQUIPMENT AND MUST NOT BE USED AS A GROUND FOR ANY EGU�PMENT OTHER THAN CAOH REGISTER EQUIPMENT. 0. RECEPTACLES FOR THE REGISTERS MU37 BE 2 POLE, 3 YARE, 1115 VIOLTS, 20 AMPERES. THE GROUND MUST EE INSULATED FROM THE MOUNTING HARDYIARE, D. FOR ADDITIONAL INFORMATION, IF REQUIRED, CONTACT WENDY'S INTERNATIONAL, �Nc,, 4288 W. DUELIN-URANVILLE ROAD, DUELIN, OH. E. THE REGISTER CONDUIT$ MUST NOT EE USED FOR ANY OTHER EQUIPMENT. 22. PROVIDE FIXTURE3 AS LISTED ON LIGHTING FIXTURE SCHEDULE. PROVIDE NECESSARY MOUN�flNclll HARDWARE FOP, A COMPLETE INSTALLATION. PROVIDE LAMPS, BALLA8T8 AND SPECIAL CONTROLS. 23. FURNISH AND INSTALL EMPTY CONDUIT, OUYL15TS AND BACKBOARD TO ACCOMMODATE TELEPHONE COMPANY WIRING AND EGUIPMENT A-3 SHOWN ON DRAWINGS. WORK SHALL ECE IN'�TALLED [III STRICT ACCORDANCE WITH TELEPHONE COMPANY REQUIREMENTS. 24. THIS CONTRACTOR %]ALL GUARANTEE WORK INSTALLED UNDER THE CONTRACT TO BE, FREE FROM ANY DEFECTIVE WORKMANSHIP AND MATERIALS, USUAL WEAR EXPECTED, AND SHOULD ANY ISUCH DEFECTS DEVELOP WITHIN A PERIOD OF ONE YEAR AFTER ACCEPTANCE OF THE BUILDING BY THE OWNER, THIS CONTRACTOR SHALL REPAIR AND/OR REPLACE ANY DEFECTIVE ITEMS AND DAMAGE RESULTING FROM FAILURE OF THESE ITEMS, AT NO EXPENSE WHATsOEVER TO THE OWNER, Q Lu Lu C-3) CUD La 0 LOJ Q) ((0) Lu 0 tu_0 IU- (0 IL" etc: 00) v-ill Lu Lu 0) ItL. (01 Lu. Qc X, Ujil (w APPROVED SUPPLIERS DIVISION 9 _ FINISHES IP;�PORTANT = BE SURE TO USE THE CURRENT PLANS 9. CELOTEX CORPORATION 2, 3 k� G MANU ACTURINCi �GjROIJP WHEN ESTIMATING AND/OR ORDERING MATERIALS (CEILING PRODUCTS) C-IILLIAPiD, CSC-11�+=) HILL( RD 20. OHIO il'ALL��P SUPPLY FROM THE FOLLOWING SUGGESTED SUPPLIERS. PHONE NO. KIT (KITCHENEC1I.VIP�VEGaI'V'B CINC CINCINNATI, OHIO IT IS DAPERATIVfE THAT YOU VERIFY CURRENT PRICES, 800-238=8839 PHONE�NO. PHONE V l0. (CORIA IAN SILLS, LEAD TIMES AND AVAILAFILITY WITH EACH SUPPLIER, ATTENTION: PRODUCTS TB PAI'I{AFL) CORIPHONE P�PIIAra FITZOERALD ATTENTION: �®. JOE UIRASVSI JR. 800-806-5800 2. USG INTERIORS, INC. ATTENTION: DIVISION 4 - MASONRY (DRYWALL AND CEILING PRODUCTS) RICK rac1=LY 9. GENERAL CLAY PHONE NO. (WELLIN GTON) 800- 329-9822X4347 3. STAINLESS, INc- ONE NO. ATTENTION: DEERFIEL U I€)FACH, FLORIDA 800-332-7426 CUSTOMER SERVICE IKITCHEN EQUIMMLaq-r) ATTENTION: PHONE NO. JkL OASTING 3. MAERLITE PRODUCTS K300-677•-5177 DIVISION 95 - MECHANICAL $ 2• OBERG'IELD'S CONCRETE DOVER, OHIO (CEILING PRODUCTS) FRP PANELING) ATTENTION: CUSTOMER 81I'RVK-I PLUMBING LDELAWARE, OHIO PHONE NO: (`3P LITFACE BLOCK) 330-343-'8029 4. AFI AYDFLOTT ESG UIPN9ENT IVNc. ^R"N -76NO. `3�`}=3`�0-7�' `} CENTERVILLE, u�E,[o 9. RUUD/RHEEM ATTL�NT'IO CUSTOMER GU�3T9id9sR 3�R`JIC�1DArd ���RS IKS TCHEN E QLJIPMFNT➢ MONTGOMERY, AL OiENE PULLER 4. CONSTRUCTION I�UIL DIPdG COMPONENTS PHONE NO. 937-438-3220 (ELECTRIC WATER HEATER) 800-330-0938 3. CI-ILrI� MASTERS OHIO COLUNG ATTENTION: ATTENTION: ATTENTION: MADISON, OHIO P (CEILIRODUCTg. FRP PANELING) AY05L�yT'V PAY P®WELL PHONE NO: (COLORED CONCRETE) 800-444-4897 3i8604 . FOOD SERVICP (roNCEPT.S INr,. 2. AMERICAN STANDARD ONE N�. ATTENTION: DALLAS, TX. (PLUMBING FIXTURES) e�300W4s3��3-�78�c'� JIM CA �JIP�1 CAA,9P�LL KITCHEN EGUIPMENT) LOCAL DISTRIBUTOR JAIs7E8 IROSS9 PHONE No. PHONE NO. 5. K,qL-L ITS 214 36.G-9100 908-980-3000 DIVISION = U,;aEvTALS MANCFIE3YER, NEW HAP/1PS'rIIRE ATTENTION:. 1• F0RTIN WELDING_, (FRP PANELING( AL (�ER�,ER 3. AAOEN INC NC MD'iB, OHIO PRONE NO. OHIOCOL( cLENE SERPENTINE MAIL AND DUUVIPSTER HARDWARE) 800-258- 9777 S. IE'ELL SIGNS, IN(C=. (FAUCETS) ONE NO. ATTENTION: PANAMA CITY, FL. PHONE NO. 6114-209=4342 BRIAN BARKER IVJIB. L ANC SIQN8) 600-329-8809 X2240 ATTENTION.- PHONE NO. ATTENTION: N G=ORTIN (8.BENJAA,iIN i)iVOOERe & COMPANY 800-8ib8-0204 CUSTOMER SERVICE CLEVELAND, OHIO ATTENTIOON: DIVISION 8 - CARPENTRY (INTERIOR / EXTERIOR PAINTING) STIEVE JOHNSON 4. CORIAN 1. fV31JS3 JOIST PHONE WILMINGTON, DELAWARE ��OLUI�+JI�US, O�1I0 -5 800-8�}2-88785�2'�33 7. VACUFOFRm CORPORATION (INTEGRAL TOPS AND BOWLS) ((ROOF JOISTS, MICIRO�-LAM EfEAMS) ATTENTION; COLUMBUS, OHIO PHONE NO. PHONE NO. CUSTOMER SERVICE SI� (BUILDING N8 AND MENU BOARD8) 800-833-0980 X#82 800-4,15,8-4787 PC -BONE NO.. ATTENTION: ATTENTION.- 7. FASHION 1VAL! COVERIraOS 800-930-9868 CUSTOMER SERVICE HENRY GRUE` UN CLEVEL AND, OHIO ATTENTION: l"LE ENO. " INTERIOR PAINTING) LAURA S�>B-IIVEITZC� R �. OHIO VALLEY SUPPLY 2• CcON�aTI3Uc�TISARI �AJIL�DING C�01�7P��NENT�� PHONE NO. (CORIAN PRODUCTS PACKAGE) OHIO 800-382-9930 8. NATIONAL SO�lr`.1`S ti�`Y _u'V'EU�iI°SOHIOCOLUMBUS, CINCINNATI, 0 (M&LWOVRK) ATTENTION: COLUMBU8, OH110 PHONE N0. PHONE NO. SPLEEN GRAY (BUILDING; SIC;P1=3 AND MENU ltytt_ ARL�D:3) 800=898-8806 80RU=444a4i��.J7 �8ia04 PHONE N?0. ATTENTION: ATTENTION- . 8 DAL-TILE 800-644- 87%2 RICK NEELY JIM CAV�IPBELL COLUMBUS, OHIO ATTENTICON: (WALL TILE/KITCHEN FLOOR TILE) PAUL UNDER b}1OOD/0ATHY REYNOLDS S. SLOAN VALVE COMPANY VISION 7 - MOISTURE CONTROL PHONE NO: (PLUMBING PRODUCTS)Pr�JON'E 9. DUROLAST GRc3OrINCj, INC. 800-388=8483 9. CU8TOA>�+ SIGN CENTER PHONENO. INSIDE ®EOHIOSAGINA)w~li, N]IC HI�GAN (ROOFING PRODUCTS)P'ATRICK ATTENTION: COL1UNI J8, OH- Q S-7800 PHONE NO. HENRY I'SUILDINGi SIGNS AND 'IERIU SOARD 3 PHONE NO. OUTSIDE OHIO PHONE N.D. 43=9333 1300-243-0230 0. CROSSVIL L E CERAMICS 800-822- 29$4- ATTENTION: -0ROSSVILLE, TN. A`6 TIENTION: H`/ACi. STEVE RUTN (DINING ROOM TILE/KITCHEN FLOOR TILE) CHARLEa pMk,OWNEY TRANS AICCONDITIONING9 39-48 COLUMBUS, OHIO 2• SA�CNAG='IL C���1�O(�'IN� SYSVLIst18 ATTENTION: 90. INTERNATIONAL COLD WTO�RAQE (HVAC EQUIPMENT) CANTOR(, NIA3 aACHU3ETTS N ANCY WYATT WICGNITA, KAN`,�5 PHONE NO. OOIFAN® PRODUCTS) (WALK-IN COVLER/IFVREEZER/DnY 3T0RAGE) 800-872-8330 DRONE NO. 800-469=2604 90. DEUTSHE STEINZEUO AM, ERICA, Inc. (FORMERLY BJCI.OTEL CORP.) PHON PHONENO. ATTENTI ATTENTION: ALPHARETTA, GEORGIA 3��. CP3A�VF®RD ATTENTION: (EXTERIOR TILE( ATTENTION: TOM O'ERIEN PHONE NO. TED RICHARD 30N 2. LENNOX INDUSTRIES INC. 770- 442-(5300 DALLAS, TX. DIVISION 8 DOORS,"JJIND®�'N3 & GLA38 ATTENTION: 99. fdaR6V BILKS (HVAC EQUIPMENT) 1. AMERICAN EXIT L�DLEVICE BRENT EASTWOOD LOUT L0�9ISVILLE, KY PHONE NO. PHONE NO. (DOOR PRODUCTS) PLANTS) PHONE NO. (SWEET'SFJJYLINE) 99. U.S. CERAMICS PHONE N0. ATTENTION: 'p3�9�3z=>34:�9 E. SPARTA, OH800=598=97'78 SUE UNDERRILL (KITCHEN/RR WALL TILE) ATTENTION: 2. p'`�ARLITE P4ROC�UGDTS PE-(ONEONEN®. UGH RIS BAILEY 3. AEROL ATOR SYSTEMS INC. OVER, OHIO MONROr, NC (DOOR PRODUCTS) ATTENTION: 92. THE EMPORIUka (EXHAUST HOODS) CONE NO. JOE SPEAK�1AArd INDIANAPOLIS, INDIANA PHONE NO. 330-343m&829 (SILK PLANTS.) 800=D3 g3-8288 ✓ 704-289-9888 ATTENTION: 92. DIVEDRSCO BUILDING SERVICE, INC. P'P90NL NO. PHONE NO. ATTENTION: CUSTOMER SERVICE / DAN EQURS COLUMBUS, OHIO J1m KELLY LYONS (BUILDING PRODUCTS, DOORS) ATTENTION: 3. NATIONAL (_0 m �JARD PRODUCTS PE -(ONE N®: RICK MONUTT 4. LDI HAFrO. CO., INC. (BACK IDOC)R SECURITY ffiNDOW) 800=898-2483/894-237-0303 L®OANSPORT, IN ONE NO. ATTENTION: 93. MARLITE PRODUCTS (EXHAUST MOODS) 00=347-7874 BOB PAIRCRILD f0OVEhR, OHI0 PHONE NO. ATTENTION:(WALL PINI SHF8, RIESTRCO(�9U�Ji PARTITIONS) 800-366-2009 CUSTOMER ER SERVICE 93. °/JASSE;RSTROM COMPANY PHONE NO. ATTENTION: COLUMBUS, OHIO 330-343-&B29 SUSAN ERNY 4. CONSTRUCTION BUILDING COMPONENTS (CARPET AND WALL COVERING) A T TENT ICON: aOLUG�IPJJ:S, O�lIO PHONE NO. CUSTOMER SFRVIp�E/D AN EG,iP?eR,3) 8. VENTMASTER. (DOOR PRODUCTS) 800-444-4897 IrdDIANAP®LI3, IN NO. ATTENTION: 'i�1. GULb�'F L0��I-ITII°���� (EXHAUST HOODS) 800-444-41, 97 m8564 'lVACKI+�AN LOUISVILLE, EaIsG�9TU�iCKY PHONEPHONELAVE NO. ATTENTION: ( PRE`STROOG�9 A E'S3COIRIE3➢ 800-6 88-2989 / 397=8�18= 248 JICA BS?) V�)PLL 94. EQUIPMENT �YCEQUIPMENTCOMPANY PHONE NO. ATTENTION: CF01CAG0, ILLINOIy 800-078-9r3`2 MARLENE WALTE=R-HATCH C KAWNEER COMPANY, INC. (CARPET, AND '!TALL COVERING) ATTENTION. :-'�NCSLIN, INIOIANA PHONE NO. INSIDE IL LIRdOIS NATIONAL ACQ� DDL 1T;S, 8• RNER INTERNATIONAL CORP. BE (STOREFRONT) 347-873-8 NEW CASTLE, PA0�0 NO. PHONE NO. OUTSIDE ILLINOIS 95. CREATIVE: PALETTE (AIR CURTAIN) 397-738-2800 800-323-0072 COLUMvis, OC-0m PHONE NO, RUSTY GRUc0HES ATTENTION: (WALL DECOR PRODUCT3) 800-334=9584 AYE E�ALPER '//AHD/JOE UFiASKI, �3R. PHONE NO. ATTENTION: 8. U.3. ALUMINkkl 800-829-110,34V / (5)14-576-9595 DAN SMITH WAXAHACHIE, 'TEXAS 98. STAINLESS, INC. ATTENTION; STOPsEP'Ra�aNT) DEEPiFtELD BEACH, FLORIDA PAULA KNIGI�OT / EEANIF WEI;9.'� DI`/181ON 98 - ELECTRICAL PPCONE N0. (CARPET AND dVALLCO`JEPiIPdG) 9. 4V.R.C®NTR®L PANELS 300=482-58�88 PHONE NO. 98. INSIDE 4JpJTG I"V u' R:N GROVE CITY, OHIO ATTENTION: 800-877-5977 O'OLUMP. US, :Olillo (ELECTRICAL DISTRIBUTION PANEL) TERRY R4�3Y �:0�3SUJcOV� ATTENTION: (WINDOW •SHAD5 `,S) PHONE NO. CUSTOMER SERVICE PHONE PHONE NO. 894-87~S=8S22 %. IirE F3i00-742-3372A4- $10;3-f�bo D REDCITY, REED MI. 9�0. AYDELOTT EOUIP AA?✓NT INC. ATTLNT10N. MIKE WISE / TERESA BURNS (STOREFRONT) CENYE=RVILL E, OHIO:`yTLVE JA3ZECS PHONE NO= (CARPET AND WALLCOVERINC) 2. DESIGNED LIGHTING CONCEPTS PHONE NO. 97. 33 Ste v�'dETAU_ °fJ >>F9PS.: HILL IARD, OHIO600=p`363-2227 ATTENTION: 937-435-8220 FIILLIARD, OHV.) (EXTERIOR & INTERIOR LIGHTING) JOHN BOWMAN ATTENTION: (OUST®M w`V'AIR91L ES3, �Pi3D ,ORN PONE NO. HERB AYDsL OTT PHONE NO. 300-246-5483 V98 TAWALL A 8. I�3«�CaITEI�`l'URAL V�tdODUp"�T3 894-520-0900 ATTENTION: TERRfELL, TEXAS 97. FOOD SERVICE CONCEPTS INC. ATTENTION: SUZETTE DIKUN (STOREP'GRONT) DALLAS, TX. ®AVID KINSEY PHONE RIG' PONE NO. 3. RU2 F LIGHTING 800 °=p30' (�828 13, TUPRNU',OUFr CORPORATION LOUISVILL E, KY ATTiWN'V'C®N: N: ATTENTION: ATTENTION: CARROLLTON, OH (EXTERIOR & INTERIOR LIGHTING) LARRY ���� RBERT AL VERGER i FLOOR (P'LOcOIR I�iJA"V'1 PHONE NO. NO. NO. PHONE -11632 9. (GtUICIS::ULPBV DIVISION 90 = SPECIALTIES €300-2E32-7082 ATTENTION: HOUJSTON, TEXAS 9. WASSERSTROM COMPANY NATIONAL ACCOUNTS (PICK=UIP WINDOWS)ATTENTION: COLUMBUS, OHIO BETTY GALL PHONE NO. OUTSIDE TEXAS (KITCHEN EGUIPMENT) 4. J.E. A,9,�1RTIN � ASSOC. IN 800 3�8)NO. IN' PHON800-4 99. C06s3IAN ARLINOT HEIGHTS, IL PG�JQNL NO. INSV�DE `TEXAS -4, d300-444-=3�597 WILMINC;T�ON, OZ.' (EXTERIOR LIGHTING) 39402-0239 ATTENTION: (CCORIAN =SILL, ) PHONE NO. ATTENTION; DAVE WACKAo9Ara PHONE NO. 800-462-8238 DRAY EPPS 800-833-0950 U-c � v ATTENTION: ATTENTION: 808 POPOVICH CIUSTW JER-9FRVIf E 5• GE SUPPLY COLUME Us, OF) IELECTRICAL DIST. PANELS) PHONE NO. 800-336-5798/014-299-9989 ATTENTION(: RAY STARKLOFF / CONNIE WEST Z Bic ® Lu 0 ® Lu 0 Z2zz® Lu � 0) 0IL 8 AL c 1 i i PLAN No. --� JOB N®. SHEET No. W0405 ICI 0 i Cu lJ� L�11 cc co C� C� C�7 LL. �a r� 4�U1 AID ELDG. SIZ-v ADDRE83 CITY/STATE ENGINELA CONTRACTOR ADDRESS CITY/STATE PHONE CONTRACTOR ADDRESS CITY/STATE PHONE CaOPITIR,'r'fOR ADORE°i $ _ GITYI�3'1'Al'r---___--- _ PHONE - CONTRACTOR ADDRESS CITY/STATE PHONE CONSTRUCTION ITEM QUANTITY UNIT 003T TOTAL REMARKS QUANTITY UNIT COST ToT AL REMARKS QUANTITY �UMT TOTAL REMARKS QUANTITY UNIT COST TOTALREMARKS VARIANCE 8UCCESSPUL �s LOW EID �JILDI1dG - ---- -- - - --•-----.__ _ 1. CONCRETE FOUNDATION -.__- 2. RALUOI?IQ SLATS - _ _ --- - - _ - 3. MA801`61Y ---- 4. STRUCTURAL STEEL - -- ---- - -- - 5. ROOF JOIST ------ - - .___.___.___-•-- ---- - --- -- -- -___-- -- - - -- __-- -- 0. BOUGH CARPENTRY -- A. MATERIAL _ . -_ a LA13OR - - 7. FINISH CARPENTRY - - ------------ - A. MATERIAL - - -- - S. LAWA IFS - - - B. F.R.P. PANELING --- - - D. FASCIA PANEL IN8 T ALLATION - 10. WALK-IN INSTALLATIOPJ - -- --------- _ _-- -- ----.___ _._ _-_-• ---- 11. €AJILDINQ INSULATION - _..- -- - 12. ROOPINO & FLASHING --- - - - - - -- 13. ALUNHHUIII :STOREFRONT IJ. QLAZING -- - --- -- %. PICK-UP WINDOVY ------ - 15. METAL DOOR, FRAME, HARDWARE - ib. MA,RLITE DOORS, FRAME, HARCDWARiE-_- -- - - ---� - ---- _ _- ---_.. __. _ _.-.- - - - - 17, DRYWALL -- -- -- -- 16. ACOUSTICAL CEILING -- - 19. CERAMIC TILE ---- -- -- -- -`- 20. QUARRY TILE - --------------------------- - - 21. DECORATOR TILE - - -�- _-_-_ . __-•-- - 22. CARPET INSTALLATION - _..-__._....- 23. WALLPAPER INSTALLATION --- -- -- --- - - 24. PAINTING, STAIND,10 & CAULKING _ ---- - - 2G. TOILET PARTITIONS 4, ACCESSORIES -- -- -- --- --- .__-_ - --- ----_.----------- - MECHANICAL 26. PLUME1N% - - - _ -- - --- 27. ELECTRICAL ---- -------- -- 28. SERVICE PANEL - -- 29. HVAC-INCLUDING HOOD INSTALLATION 30. REFRIQERATION INSTALLATION __ ----- - - fbllo:iCELLANEOUS 31. OTHERS ISPECIFY! --._.._.-- ----- --- A. - D. - - SUPERVISION --- GENERAL CONDITIONS-- --------- •------ ----- ---------- - _ - FJUILUONG DUES -TOTAL . _...- PROFIT/OVERHEAD - - WILDBIG TOTAL - -- -- - CONSTRUCTION ITEM QUANTITY UNIT COST TOTAL REMARKS QUANTITY UNIT COST TOTAL REMARKS QUANTITY UNIT COAT TOTAL REMARKS QUANTITY UNIT COST TOTAL REMARKS VARIANCE 3UCC9:33FUL ya LOW EID OPT -SITE WORK -- - - ------ ----- - 1. DEMOLITION -- -_ 2. LAND CLEARING 3. : TAKINCI- -- ------ -- 4. EXCAVATION 4, GRADING - A. CUTCR - - - --- - FILL . SOILS TEST -- -- --- 6. 6"x18' CURBING -- ----- - 6. CURS �& GUTTER 7. 6' EXTRUDED CONCRETE CURB -- - - -- .. -- -..__ - - - --- -- ---- --- --- - ---- - 0. CONCRETE PADS 9, CONCRETE WALKS ---- A. CITY \\`` 10. APPROACHESA. -___-__..__.-- CONCRETE ASPHALT ----------._.--- _._. _._--- 11. ASPHALT PAVING.-•--___-- •-_--- 12. PAFSKIPIQ E1JMPLIdS - ------ --- ---- - - --- ---•-- -- 13. LOT STRIPPIPdtI ----- _-- -- -- -- - 14. TRASH EMOL03URE - - - 16. SITE ELECT�`tICAL ---- 16. ELECTRICAL :SERVICE --- ---- -- --- --- ------ 17. SItaN CONDUIT ---- ------------ - ---..- - -- -•--- ----- - . 16. PHONE CONDUIT -----__--- -- __ ----- - 10. '.SITE LIGHTMO -- ---------- -- --- - 20. TRANSFORMER PAD ------- -- ----- - ----- __-_---- ._- - --- - 50Ttn PLUFAE9PJG = I _._.-. ._--_. ---- 21. SANITARY SEWER -- - -- --- - -'- 22. GREASE TRAP -- - - ---- - --- - - -- - - -- --- ---- 23. WATER SERVICE - - 2405, GAS SERVICE - ------ 25. STORM SEWER --------____-__------ -- -----__ _ -_-- --- A. CATCH BASIN(S) - -- --- -...- a 10' -- --- - -. C. 12" - 24' - FD. MISCELLANEOUS ----- --- - -- --- -- - OFF -SITE 'WORK - ----- ---� 26. UTILITY E33TENSION3 - __ --_ A. WATER S. HEWER C. GAS 27. MI'S :ELLANEOUS A. SUPERVISION - --- -- �� Ot Nr=IRAL CONDITIONS -- SITE WORK SUBS -TOTAL PROFIT /OVERHEACD J SITE WORK TOTAL TO`u'AI_ PROJECT GO-31* i I Lu LL0) L)LU Q Cf� LL9Q �iLu ZQ �Y Q XLL z _ ® 0LU a � c� o G 14 UP� -� rn U o - 0r, S L- G C- U U W AdNaL 2 F-L-i no doom lawn S"t 0 ii Q 0 w CC Z "C �0UJ0�_ 3 �- L z2z2® Liwul -CC -i 0) LL. jSEA PLAN No. `.yiS 'L-� 1� O V l:l JOB Now SHEET NO. W0405 Iu vJ ul lu ca �I �I t� C� Lu Oo La Cam: C�J IUUJ Iu D-- u- C pJI Iu< C; Lu LLU Lr us wwro m UA w-, 1 5 Z_ I _r Z_ _F L_ 4" 40 5)-3» 10'-a6" GL-L F'pF CABINET (-\/W JNTING PANEL AU ST COLLAR -ED FOR 1500 F.P.M. MIN. 2200 F.P.M. MAX.) L LENGTH 16 GAUGE MTD. BRACKET SURE PANEL ACCESS TO PROTECTION \NDESCENT GLOBE LIGHT qR LENSE T MASTER GFIII FILTER FPM FACE VELOCITY FT SECTION VIEW THROUGH GL—L Fire Dept Final Insp._ �~ Date " \50A <�� 09, 1 r, CD T EXHAUST COLLAR CHART - STANDARD (IMPERIAL) COLLAR COLLAR CFM PER TOTAL STATIC PRESSURE SIZE ACTIVE FOOT CFM (IN.WG) 2 18"x6" 135 1350 0.45" po A' I V-L - MODEL: GL-L FRYER HOOD SPECIFICATIONS0 : MATERIAL: 18 GA., #304 S.S. FINISH: #4 FILTERS: U.L. LISTED GFIII (10) 12"X 16"x2" FIRE SYSTEM: ANSUL PRE -PIPED FIRE SYSTEM SPECIAL NOTES TO MECHANICAL TRADES GENERAL : —VENT MASTER GL SERIES VENTILATORS ARE LISTED AS A GREASE EXHAUST HOOD. —VENT MASTER GF SERIES FILTERS ARE LISTED AS APPROVED GREASE FILTERS. DUCT WORK : —ALL DUCT WORK BEYOND VENTILATOR EXHAUST COLLAR OPENING SHALL BE LIQUID TIGHT AND CONFORM TO ALL APPLICABLE CODES. —TO DETERMINE TOTAL SYSTEM STATIC PRESSURE, ADD EXHAUST OUTLET STATIC PRESSURE TO CALCULATED DUCT WORK SYSTEM STATIC PRESSURE. —DUCT COLLARS ARE SIZED FOR SPECIFIED AIR VOLUMES TO MEET APPLICABLE CODE. INSTALLATION : —ALL EXHAUST VENTILATORS MUST BE INSTALLED LEVEL AND PLUMB. ® INSTALL UNIT(S) WITH CLEARANCES TO ADJACENT WALLS AS REQUIRED TO CONFORM TO ALL LOCAL CODES AND INSPECTION REQUIREMENTS. NOTE ALL WALLS SHOWN ON DRAWINGS ARE ASSUMED TO BE NON-COMBUSTIBLE. —VENTMASTER EXHAUST AIR VOLUMES ARE RECOMMENDED FOR THE PROPER FUNCTION OF THE COOKING EQUIPMENT SPECIFIED, -- CONDITIONS — VENTMASTER SHALL NOT BE RESPONSIBLE FOR IMPROPER FUNCTION DUE TO INCORRECT STATIC PRESSURE OR UNBALANCED AIR CONDITIONS. THIS DRAWING IS THE PROPERTY OF VENTMASTER AND CAN BE REPRODUCED ONLY BY PERMISSION, IN WHICH CASE, ALL DRAWINGS MUST BEAR THE NAME VENTMASTER DIMENSIONS ARE inches THIS DRAWING IS NOT TO BE SCALED mm DRN. BY: R.Q. SCALE: N. T. S . ARVA� PModMk is r M aa, EVOLUTION 2000 Florida RANGE/FRYER HOOD c/w 3 Incandescent Lights DATE: AUG.30/02 1 CD N LO Q0 N Q 00 �I Q0 7'-n" r,i -n INVEME . 24"x10" PLAN VIEW 4'-0" LEFT SECTION VIEW THROUGH GL—D HANGING RODS BY OTHERS EXHAUST COLLAR (RATED FOR 1500 F.P.M. MIN, TO 2200 F.P.M. MAX.) HANGING BRACKETS INCANDESCENT GLOBE LIGHT CLEAR LENSE FLAMEGARD IIIS FILTER Wend.y's Item No. L0302 (SQU-2000 Grill Hood) EXHAUST COLLAR CHART -- STANDARD (IMPERIAL) COLLAR COLLAR CFM PER TOTAL STATIC PRESSURE SIZE ACTIVE FOOT CFM (IN.WG) 1 24"x10" 357 2500 0.45" VENT MASTER MODEL: Cl GRID SPECIFICATIONS: SPECIAL NOTES TO MECHANICAL TRADES GENERAL : -HOOD CONSTRUCTION 304 STAINLESS STEEL THROUGHOUT GREASE FILTERS ARE STAINLESS STEEL CONSTRUCTION. GREASE EXTRACTION CHAMBER ALL S/S CONSTRUCTION. -VENT MASTER GF SERIES FILTERS ARE LISTED AS APPROVED GREASE FILTERS. DUCT WORK : ALL DUCT WORK BEYOND VENTILATOR EXHAUST COLLAR OPENING SHALL BE LIQUID TIGHT AND CONFORM TO ALL APPLICABLE CODES. - TO DETERMINE TOTAL SYSTEM STATIC PRESSURE, ADD EXHAUST OUTLET STATIC PRESSURE TO CALCULATED DUCT WORK SYSTEM STATIC PRESSURE. DUCT COLLARS ARE SIZED FOR SPECIFIED AIR VOLUMES TO MEET APPLICABLE CODES. ELECTRICAL : ® LIGHTS ARE LISTED AS PART OF THE VENTILATOR LISTING. LIGHTS IN EACH SECTION OF VENTILATOR ARE PRE -WIRED TO A COMMON JUNCTION BOX. SEPARATE 120V SUPPLY TO LIGHT FIXTURE JUNCTION BOX(ES) AT VENTILATOR(S). LIGHT SWITCH SUPPLED AND INSTALLED BY ELECTRICAL DIVISION. INSTALLATION : -ALL EXHAUST VENTILATORS MUST BE I N STALLED LEVEL AND PLUMB. -INSTALL UNIT(S) WITH CLEARANCES TO ADJACENT WALLS AS REQUIRED TO CONFORM TO ALL LOCAL CODES AND INSPECTION REQUIREMENTS. NOTE ALL WALLS SHOWN ON DRAWINGS ARE ASSUMED TO BE NON ---COMBUSTIBLE. -VENTMASTER EXHAUST AIR VOLUMES ARE RECOMMENDED FOR THE PROPER FUNCTION OF THE COOKING EQUIPMENT SPECIFIED. - CONDITIONS - VENTMASTER SHALL NOT BE RESPONSIBLE FOR IMPROPER FUNCTION DUE TO INCORRECT STATIC PRESSURE OR UNBALANCED AIR CONDITIONS. -D 10� HOOD F(ye L MATERIAL,: 18 GA., #304 S.S. FINISH: #4 FILTERS: U.L. LISTED GFIII (14) 12"X 1 6x2" FIRE SYSTEM: ANSUL PRE -PIPED FIRE SYSTEM LIGHTS: U.L. LISTED (4) VAPOR PROOF INCANDESCENT CID THIS DRAWING IS THE PROPERTY OF VENTMAST AND CAN BE REPRODUCED ONLY BY PERMISSION, IN WHI DRAWINGS MUST BEAR THE NAME VENTMASTEF inches E E, ALL. DIMENSIONS ARE mm THIS DRAWING IS NOT -TO BE SCALED DRN. BY: SCALE: D.R. 1/2 ))= l'-0 DATE: DEC.4/00 A WELBILT A400 PANY Florid GRILL HXj OD "7 r OWN CEATEK �4 470Towne 4