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Home My WebLink AboutPart 2No. 05125.00 C-26 r-------- ------ — ----------�-- ----- ----------------- ----- ---- ---- ------- - - - - ----------® --- ---- ---- --------- - - - - -- - - -- - - - - - - - - 1 1 WP# GFI---- - - - - -- ------ -------- - - - - - - ------- ,I o o II i 9 8 Q 11 C-2t DOWN E MAKER 11 - - 11 6 6 2 C-26 1 4 41b 2 u 5 18 �• A-30 C-34 3 C-34 A-42 11 3 11 HOODS 5. 6, & 7 "EF_1i u 2 MUA SYSTEM f I� RTU}#1 A-19 — —B 7 11 - _'° i f" 6 C-1 zs a I1 A-1 " 1 ' 11 7 1 1, ,I n / u 0 ss2 7 7 A-35 C-20 `" D-32 3 s`-�k i lIl _ 1" C-34 Syl MMM'Ii 9tlTeH€R -DISPLAY- EF-3 B-34 iwER1r °�€£ COAL FREEZER 6 2 \ COOLER COOLER COMP COMP COMP 11 __,_° F _.cm lea _ C-34 " ---- i 11 6 $ 7 _ 2 B-42 1 3 C-34 6 2 11 DOWN TO ° a 8 ti SATELLITE DISH EF-4 B-36 ° C-26 _ ICE MAKER j _ 11 v il -9 PROVIDED/INSTALLED 11 , G34 _ 11 I B_2 BY EQUIP..SUPPLIER. 13 g 6 41g 01 3' x 3' SPACE 2 A-2 % REQUIRED. 14 2 12 I � - 16 6 _ I z>:a, ,v-_-f„ i i, z_= ', x'= ' _Xs.'Fu li iy p I r j 12 �' §�"Ji 12 4 I, �;W 4 B-1 - 4s n A-36 Np, w�aµ„ yyi 12 I , . ?_.,.u, �s- •---- -� C-26 11 ,�� 3p"1 �, "w 6y�i,'-'W 0 r.It dl „ 1 11 i TU 3 i 'inn 1 ni i� I A-13 I~ l"i R TU n "1J�f"xgv'a4"WN+rN •+v iI'-a-n--L_- -4- ' -- = a --------- -------------- Li I I I I I� ; _ 16 -------- �-' Ii MTD. ABOVE LAY -IN CEILING BELOW ROOF FOR :w"BUFFET &GRILLSIGN AND CHIMNEY L.E.D. LIGHT SATELLITE DISH PROVIDED/INSTALLED BY 10 5 15 II HOO I & 8DMUA SYSTEM PC- C- PC-3 i J EQUIP. SUPPLIER. 1 O_ 3' x V SPACE REQUIRED. L L- 10 - - �----- - - - - -- � m \ 5 15 I L-12 J II MOUNT ON VERTICAL /' /' ' i \\\\\\ MTD. ABOVE LAY -IN CEILING BELOW ROOF FOR i J WALL NEAR ROOF PEAK. n "GOLDEN CORRAL" SIGN n ^ PHOTO -CONTROLS MUST FACE NORTH, \ // SEE SHEET E6 ,' \\ \\ 1 1 I I I I I i I � I I i I � I //,/// III ♦\ \\ I I 1 I 11 i I.I IL - I I I 1 I I III I D ALL PROPOSED WORK n l THESE PLANS AN AND SUBJECT TO ANY CORRECTIONS ' REQUIRED BY FIELD INSPECTORS THAT1 I i 1 [itMAY BE NECESSARY IN ORDER TO i I \ \ \COMPLY WITH ALL APPLICABLE CODES. I I 1 1 I //, III \\\ L-- I I L---1---J I 1 L -I---� I /: // III \\ \ I I-- L----'-- -J L-I---_J / / , Iil \ \ \ L___ '-- �� opy L_---'----J LIGHT FIXTURE '/' / ul \\ (1 ® EACH DORMER) SEE SHEET EL In \ I L---------------------------------- i� ul - ---- ------ ------------------------------------ I ® v ❑ - _ � III ', � _ - ❑ -_ __.. __-. _ _.._. _ _. _. __ _. _. _. _ u COS ._ CTION NOTES: — — — — — — — — — — — —,— — — — — — — — — — — — —.— ' 5 10 I I ( I I i I L-8 J J ELECTRICAL Ru"'OF PLAN SCALE: 3/16" = 1'-0" ROOF TOP EQUIPMENT SHOWN IS FOR LENNOX EQUIPMENT. IF ALTERNATE TRANE EQUIPMENT IS SELECTED, CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL ELECTRICAL REQUIREMENTS AS REQUIRED. GENERAL (VOTES: 1. ALL PENETRATIONS THRU ROOF SHALL BE BY GEN. CONTR. AS PER ROOF MFR.'S STANDARD DETAILS. 2. DO NOT SCALE DRAWING. 3. SEE SHEET R1 FOR ADDITIONAL ROOF INFORMATION. nP M O �p u� z„ F=1y E° A Uo w rti 0 T 9 w Yn m p wo 60 L� cv u N C p 14 O O O1 HARING FROM REMOTE CONDENSING UNIT TO EVAPORATOR COIL, DOOR HEATER AND THE LIGHTS IN COOLER/FREEZER UNIT PROVIDED BY R.C. M.C. SHALL PLACE UNITS ON ROOF, R.C. SHALL SET CONDENSER UNITS IN CORRECT LOCATION AND CONNECT. COORDINATE W/GENERAL CONTRACTOR TO PROVIDE 4" x 4" SUPPORTS AS REQUIRED. 0 VIA HOOD CONTROL PANEL - SEE HARING DIAGRAM ON "V" SHEETS AND SHEETS M5 AND E6 FOR HOOD WIRING AND CONTROLS. Q3 WP/GFl RECEPTACLE BY E.C. FOR HEAT TAPE. COORDINATE MOUNTING LOCATION WITH M.C. SEE DETAIL 3/E4. ® WP/GFl RECEPTACLE IS FACTORY INSTALLED. E.C. SHALL ROUTE ALL CIRCUITS TO RECEPTACLE VIA BOTTOM POWER ENTRY IN CURB. 0 E.C. SHALL LOCATE J-BOX ABOVE CEILING. © DISC. SWITCH FURNISHED WTH FAN BY HOOD CONTRACTOR. O7 SAFETY DISCONNECT SWITCH, 208V/3P-30A, FUSIBLE, FUSE PER NAMEPLATE, NEMA 3R BY E.C. ® SAFETY DISCONNECT SNATCH, 208V/1P-30A, FUSIBLE, FUSE PER NAMEPLATE, NEMA 3R, BY E.C. O9 POWER FOR REMOTE CONDENSER VIA ICE MAKER. E.C. SHALL INSTALL CONDUIT AND CONDUCTORS AND MAKE FINAL CONNECTION. E.C. SHALL COORDINATE INSTALLATION WITH ROOF CONTRACTOR. 10 E.C. SHALL PROVIDE A JUNC11ON BOX EVERY 32' FOR RED L.E.D. BANDS. E.C. SHALL COORDINATE LOCATION OF CONTROL TRANSFORMERS WITH SIGN CONTRACTOR BEFORE STARTING ANY ROUGH -IN WORK. LIGHTS ARE CONTROLLED BY 1TMER. SEE DETAIL 3/E6. 11 ALL ELECTRICAL CONDUITS PENETRATING THE ROOF SHALL GO THROUGH ROOF CONDUIT CURB (SEE DET. 1/RI)INSTALLED BY G.C. & ROOFING CONTRACTOR; E.C. SHALL COORDINATE. INSTALL PER ROOFING MANUFACTURER'S RECOMMENDA11ONS AND DETAILS. 12 SAFETY DISCONNECT SNATCHES ARE FACTORY INSTALLED IN ALL RTU'S. E.C. SHALL ROUTE CIRCUITS TO DISCONNECT SWITCH VIA BOTTOM ENTRY OF CURB. 13 PROVIDE WEATHERPROOF JUNCTION BOX AT SATELLITE DISHES, RUN ONE 1-1/2" PVC CONDUIT FROM W.P. J-BOX TO ABOVE CEILING IN THE MANAGERS OFFICE WITH PULL ROPE AND 6" MINIMUM BEND RADIUS FOR THE TWO RG-11 COAXIAL IFL CABLES BY OTHERS. 14 SATELLITE DISH SHALL BE GROUNDED TO THE ELECTRICAL SYSTEM PER N.E.C. ARTICLE 810.21. 15 E.C. SHALL COORDINATE WITH G.C. TO LOCATE J-BOX WITH SIGN. 16 STANDARD MOUNTING FOR THE SATELLITE DISH SHALL BE THE NON -PENETRATING ROOF MOUNT AS SHOWN. THE ALTERNATE MOUNTING METHOD IS WALL MOUNT. E.C. SHALL COORDINATE WITH THE EQUIPMENT SUPPLIER TO DETERMINE EXACT LOCA11ON AND THE MOUNT MOST APPROPRIATE AT THE 11ME OF INSTALLATION. THE LOCATION ON THE ROOF MUST HAVE A CLEAR VIEW OF THE SOUTH/SOUTHWEST SKY. O��j O2 J7JF y�,,W�U2F2 za�orc gM,J. oo Y-1`$¢ozfi ON m<��]�U ZOyp10 <� �i,sif 11rrf�JJtiJJ Ui g'Zn �i ni�� UK ygKOaa �OOrII 2 030 1- N3s3�oW�az`smo �mr�oZ(=jj<��yN"ZO<Z��(V8�1a� Onmu 3J 14In �F �'-+�3� �i 13m0 €a�a�h�go?OOZ_ o� oe 4 a 00 0- 0 0 J -I a CC U V? O J w ® p' c 0 3 U L_ W _j Revisions THRU ADDENDUM "A" 1/20/06 PROJECT DATE 04/02/08 Z:\2005\05125 - GC Port St. Lucie, FL\E7AA.dwg Jul 29, 2008-11: Sheet No. E f=� p 75 ` W" GENERAL NOTES: 1. ALL LOW VOLTAGE WIRING AND FINAL CONNECTIONS SHALL BE SUPPLIED AND INSTALLED BY THE M.C. ALL J-BOXES AND NECESSARY CONDUIT SHALL BE PROVIDED BY E.C. MECHANICAL CONTRACTOR SHALL INSTALL THEEMOSTATS AND SENSORS. E.C. SHALL PROVIDE AND INSTALL ALL POWER WIRING OVER 24 VOLTS INCLUDING CONDUIT AND J-BOXES AS REQUIRED, UNLESS OTHERWISE NOTED. SEE ELECTRICAL SHEETS. 2. THE MECHANICAL CONTRACTOR SHALL CERTIFY THAT THE TEMPERATURE CONTROL SYSTEM HAS BEEN INSTALLED, AS SPECIFIED AND HAS BEEN TESTED 'TO ASSURE THAT CONTROL ELEMENTS ARE CALIBRATED, ADJUSTED, AND AND IN PROPER WORKING CONDITION. A COPY OF THE CERTIFICATION SHALL BE FURNISHED TO THE CODE ENFORCEMENT OFFICIAL. M.C. SHALL INCLUDE COPY OF THE CONTROL SYSTEM CERTIFICATION IN OPERATION & MAINTENANCE MANUAL PROVIDED TO THE OWNER. 3. TRANE SHALL PROVIDE A LAMINATED QUICK REFERENCE HVAC OPERATION AND SET UP INSTALLATION SHEET. M.C. SHALL PERMANENTLY ATTACH THE INSTRUCTION SHEET (WITH CHAIN, STRING OR OTHER MEANS) NEXT TO THERMOSTATS IN THE MANAGERS OFFICE. THIS INSTRUCTION SHEET IS IN ADDITION TO THE OPERATION AND MAINTENANCE MANUAL. M.C. SHALL EXPLAIN TO THE OWNER'S REPRESENTATIVE THE HVAC SYSTEM OPERATION, PROGRAMMING AND TROUBLESHOOTING. 4. SEE 'V' SHEETS FOR HOOD CONTROL PANEL WIRING DIAGRAM, PROVIDED BY OWNER WITH HOODS. 5. A TRANE EQUIPMENT AND THERMOSTAT OPERATION CHECK (EOC)IS REQUIRED ON THIS PROJECT. MECHANICAL CONTRACTOR MUST CONTACT TRANE INIDUSTRIES AT LEAST 2 WEEKS PRIOR TO FINAL INSPECTION FOR EOC. ALL INSTALLATION AND START-UP MUST BE COMPLETED PRIOR TO EOC. BOTH MECHANICAL AND ELECTRICAL CONTRACTORS SHALL BE PRESENT DURING THE EOC. 6. FOR ANY CQNMQL QUESTIONS ELEME= J.D. HOWARD OF TRANE AT 1919) 783-0458, HVAC SEQUENCE OF OPERATION M.C. SHALL SET THERMOSTAT 'OCCUPIED' AND 'UNOCCUPIED' MODES TO OWNER'S OPERATION SCHEDULE. EVAP. FANS ON ALL RTU'S SHALL RUN CONTINUOUSLY IN THE OCCUPIED MODE. NORMAL OPERATION (OCCUPIED): EF-1, 2, 3, 4, 5, 6, 7, 8, SF-1A, SF-18, EVAPORATOR FANS AND ECONOMIZERS (IF INSTALLED) ON RTU-1, 2, 3, 4, AND 5 UNITS SHALL OPERATE CONTINUOUSLY UPON ACTIVATION OF KITCHEN HOOD SWITCH. INTERLOCK WIRING, RELAYS, AND CONTACTS FOR THIS ARE INCLUDED INTERNALLY IN THE HOOD ELECTRICAL CONTROL PANEL. SEE DETAILS THIS SHEET AND "V" SHEETS. UPON DEACTIVATION OF THE KITCHEN HOOD SWITCH, ALL AIR HANDLING UNITS SHALL BE CONTROLLED VIA INDIVIDUAL SENSORS AND THERMOSTATS. THE TEMPERATURE SCHEDULE SET POINTS SHALL BE SPECIFIC FOR EACH RTU AND SHALL BE FIELD ADJUSTABLE. SPACE TEMPERATURE SET POINTS: RTU-2, 3, 4, 5: 75-F COOLING, 70-F HEATING RTU-1: 787 COOLING, 70-F HEATING RTU-2, 5: 60% RH ALL RTU'S COOLING/HEATING SWITCH/OVER SHALL BE AUTOMATIC BASED ON THE SPACE DEMAND. EVAPORATOR FANS SHALL BE SET TO RUN CONTINUOUSLY DURING OCCUPIED PERIODS. OUTSIDE AIR INTAKE ON ECONOMIZERS OR DAMPERS SHALL BE IN MINIMUM OPEN POSITION TO DELIVER CFM°S INDICATED IN AIR BALANCE SCHEDULE ON SHEET M2 OR SHALL FOLLOW THE ECONOMIZER OPERATION DESCRIBED BELOW. SF-1A AND SF-1B HEATER (OPT.) SHALL BE CONTROLLED BY INDIVIDUAL FACTORY INSTALLED THERMOSTAT IN HEATED UNIT (IF HEAT OPTION IS SELECTED BY OWNER). 1= APPLICABLE) ECONOMIZER OPERATION (IF THE RTU'S EQUIPPED WITH ECONOMIZERS (SEE UNITS SCHEDULE ON SHEET M2) SHALL UTILIZE "FREE COOLING" AS THE FIRST STAGE OF COOLING. WHEN OUTDOOR AIR ENTHALPY IS LOWER THAN THE MIXED AIR ENTHALPY, OUTSIDE AIR INTAKE DAMPERS SHALL MODULATE FROM MIN. TO MAX. OPEN POSITION AND SPACE RETURN AIR DAMPERS SHALL MODULATE FROM MAX. TO MIN. RELIEF DAMPERS SHALL BE CONTROLLED RESPECTIVELY VIA INTEGRAL RTU CONTROL. IF THE OUTSIDE AIR ALONE CANNOT SATISFY THE SPACE COOLING DEMAND, THE COMPRESSORS SHALL BE ENERGIZED IN STAGES. WHEN OUTDOOR AIR ENTHALPY IS HIGHER THAN MIXED AIR ENTHALPY, OR WHEN THE LOW LIMIT SENSOR LOCATED IN DISCHARGE AIR REACHES ITS SET POINT (557 -ADJ.), THEN OUTDOOR AIR AND RETURN AIR DAMPERS SHALL BE SET TO DELIVER MINIMUM O.A. CFM's INDICATED IN THE AIR BALANCE SCHEDULE. NIGHT SETBACK OPERATION (UNOCCUPIED) SPACE TEMPERATURE SET POINTS: ALL RTU'S: 857 COOLING, 557 HEATING ALL RTU'S EVAPORATOR FAN, COMPRESSORS AND HEATER SHALL RUN ON DEMAND ONLY. ANY MOTORIZED OUTSIDE AIR DAMPERS SHALL BE IN CURSED POSITION. M.C. SHALL VERIFY REQUIREMENT FOR AUTOMATIC SETBACK CONTROL WITH LOCAL AUTHORITIES AND COORDINATE WITH EQUIPMENT SUPPLIER. AFTER HOURS REMOTE OVERRIDE, ALL RTU'S SHALL BE PROVIDED WITH AN INTEGRAL OVERRIDE BUTTON (INCLUDED W/ SENSORS) WITH CAPABILITY TO CHANGE UNIT STATUS FROM "UNOCCUPIED" MODE TO A TEMPORARY "OCCUPIED STATUS, SEE SHEET M2. EMERGENCY OPERATION: E.C. SHALL WIRE ANSUL SYSTEMS ON COOKING HOODS SO THAT UPON FIRE DETECTION OR MANUAL ACTIVATION, THE MAKE-UP AIR FAN (SF-1A & SF-18) AND EVAPORATOR FANS ON RTU 1, 2, 3, 4, AND 5 SHALL BE SHUT DOWN, ALL POWER TO EQUIPMENT UNDER HOOD SHALL BE ISOLATED, WHILE THE EXHAUST FANS SHALL CONTINUE TO OPERATE. MECHANICAL GAS VALVE(S) SHALL ISOLATE ALL GAS SUPPLY TO EQUIPMENT UNDER HOOD(S). EVAPORATOR FAN ON EACH RTU SHALL ALSO BE SHUT DOWN BY INDIVIDUAL SMOKE DETECTOR UPON DETECTING SMOKE. TRANE RELAY WITH DRY CONTACTS IN CAPTIVE AIRE PANEL TYP. - - - OF 3. SEE SHEET V4 TBJ1�- O - ERTU #1 - ! ' N07 o--I------------01 I C7---------- - ---- - o TAP INTO WIRE MOTOR 24 VOLT L - 64A (VOYAGER), ' RELAY #3 I POWER I 11 I 117A (PRECEDENT) j 0 a � o NOB�o- - y2TU #2 8 o I I CS o- �- - o+ TRANE UNIT `------------1 I o I PARTIAL _ TERMINAL BLOCK (TYPICAL) - -- `- - --------- - NC3 o- S- RTU #3 VERIFY TERMINAL C3� : _ _ POINTS WITH L1 L2 L3 RELAY #6 j MANUFACTURERS l SHOP DRAWINGS NC4 o_ RTU #4 JS C4 o-y-- NC3o-�-- # C3 o- � - - RTU 5 RELAY #7 I I I NC4 0_ SPARE C4 o-�-- I CONTACTS ARE CLOSED WHEN HOOD SWITCH IS CLOSED, TYP. OF 3 RTU SYSTEM INTERLOCK E8 / N.T.S. NOTES: 1. M.C. SHALL WIRE SENSOR TO RTU TERMINAL BLOCK #1 IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 2. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRING IS PROVIDED BY E.C. 3. TRANE RESERVES THE RIGHT TO CHANGE THE REQUIRED TERMINATION POINTS AND SETTINGS AS DESCRIBED ABOVE. CONTACT TRANE FOR LATEST REQUIREMENTS PRIOR TO STARTING ANY WORK. SEE GENERAL NOTE #4 THIS SHEET. HOOD #1 HOOD #3 HOOD #4 HOOD #5 HOOD #6 HOOD #7 HOOD #8 PHOTOCELL - TORK #2101 OR APPROVED PC2 OR PC3 EQUAL - MOUNT ON FASCIA (TYPICAL FOR PC1 , PC2 , AND PC ) WP JUNCTION BOX 2#12, 1#12GND. 3/4"C. TO EXTERIOR FIXTURES (°M', 'P', FROM P-18 OR L-42 'T', & 'X') LIGHTING PHOTOCELL — TYPICAL OF 2 L-8, L-10, L-12 BLDG. SIGNS & L.E.D. LIGHTS ItlfTSPAP RIME SIGN TORK #7200L *-, ORAPPROVED EQUAL 7 L-322#12, 1#12GND. 4C. TO EXTERIOR WALL MOUNT BUILDING SIGNS AND L.E.D. LIGHTS LIGHTING CONTACTOR #1 SQUARE D, CLASS 8903, TYPE 'LG'-120V COIL TO PRIME POLE SIGN PANEL (PANEL BY SIGN CONTRACTOR) BUILDING/POLE SIGNS TIME CLOCK P-1 P-2 P-5 PHOTOCELL #1 - TORK #2101 OR P-6 APPROVED EQUAL - MOUNT ON P-9 FASCIA P-10 WP JUNCTION BOX TIME CLOCK- TC TORK #7200L OR APPROVED EQUAL L-32 0 (2) #12 (1)#1CGND. (TYPICAL) - 1 tTT-TIP-17 \� 2#12 1 12GND. 3/4"C. PARKING LOT LIGHT TIMECLOCK/PHOTOCELL LC 2 N.T.S. NOTE #1: ALL WIRING AND EQUIPMENT BY E.C. 120V CONTROL CIRCUIT FOR RTUS. SEE DETAIL 1 THIS SHEET INSTALL 2#12, 1#12 GND., 1/2" C. FROM FAN TERMINALS IN PRE WIRE TO DISCONNECT SWITCH ON FAN AT ROOF (SWITCH INSTALLED BY MANUFACTURER) EF-1 EF-2 EF-3 EF-4 HOOD EF-5 CONTROL m EF-6 PANELS BY EF-7 HOOD EF-8 CONTRACTOR SEE "V" F-1A SHEETS F-1B 2#14, 1/2"C. TO MICROSWITCH AT ANSUL TANKS. SEE SHEET M1 FOR LOCATIONS. —►TO ALL SHUNT TRIP CIRCUIT BREAKERS FOR RECEPTACLES UNDER HOOD #1, #2, #3, #4, #5 AND #8: SEE ELECTRICAL PANEL SCHEDULES FOR ALL SHUNT TRIP CIRCUITS. POWER CIRCUITS FROM ELEC. PANEL TO PRE WIRE SECTION: SEE ELECTRICAL PANEL SCHEDULES FOR ALL HOOD CIRCUITS, EXHAUST FAN CIRCUITS, AND SUPPLY FAN CIRCUIT. �-2 #12, 1 #12 GND., 3/4" C. WIRE FROM W/B TERMINALS IN PRE WIRE - BY HOOD TO JUNCTION BOX FOR LIGHTS CONTRACTOR TYP. (TYPICAL EACH HOOD) 2 HAUT I AIL o� N.T.S. NOTE #1: ALL WIRING BY E.C. SQUARE D, CLASS 8903, TYPE 'LG'-120V COIL TO PARKING LOT LIGHTS Pro' ct No.05125.00 r------------ 1 NO3 —� TO SHUNT TRIP CIRCUIT BREAKERS, SEE SHEET E4 I C3 FROM 120V/1 P, 20A CIR(;UIT BREAKER RELAY #9 I 120V N04��-- `" 1 SPARE C4 A RELAY IN CAPTIVE AIRE PANEL - "- -- TYP. OF 4 SEE SHEET V4 " 1 NC3�o- �- SPARE C3 o-�-- RELAY #8 I NC4�o---- RTU #5 C4 o-y- CONTRACTOR SHALL TERMINATE J CONTROL WIRING ON N.O. CONTECTS. `------------ ' r------------I NC5� L RTU #4 C5 o-�-- RELAY #5 NC6 o- C6 o- _ RTU #3 ----------- d M K ry P ................. ................... m N NC3�o- - - RTU #2 -DUCT SMOKE ? C3 o- - DETECTOR (BY M.C.) E P DRY CONTACTS ARE RELAY #2 ELECTRICALLY HELD CLOSED - 24V TYP. OF 5 4 0 CONTINUOUSLY UNLESS HOOD NC4--------------------L-___ _ Q -------------- 44- SUPPRESSION SYSTEM � U) r IS ACTIVATED, TYP. OF 4 --- I C4 - - - - - - - - - - - - - - - - - - - - - - - - -------._-----____-, Y � 4 EMERGENCY RTU SHUT DOWN DETAIL. RTU #i TERMINAL 41 E8 N.T.S. f BLOCK NOTES: 1. DASHED LINE INDICATES WIRING PROVIDED/INSTALLED BY M.C. SOLID LINE WIRI14C IS PROVIDED BY E.C. 2.I RTU SHALL SHUT DOWN UPON FIRE DETECTION BY HOOD ANSUL SYSTEM, SEE "HVAC SEQUENCE OF OPERATION" THIS SHEET. COORDINATE WIRING WTH MANUFACTURERS SHOP DRAWINGS. SEE "V" SHEETS. 3. THE MECHANICAL CONTRACTOR SHALL INSTALL ADDITIONAL WIRING BETWEEN TERMINAL POINT LBT6 AND FACTORY MOUNTED SMOKE DETECTOR AS SHOWN. FACTORY MOUNTED SMOKE DETECTOR SHALL REMAIN. FIL COP, r- - - - - - - - THESE PLANS ND ALL PROPOSED WORK I AND SUBJECT TO ANY CORRECTIONS I r REQUIRED B FIELD INSPECTORS THATMAY BE NECESSARY IN ORDER TO _ _ I _ _ ' _' COMPLY WIT ALL APPLICABLE CODES. i I _ I I- r------------ l i I I I 1 I i i I-1 -- ROOM THERMOSTAT I I _ _ HONEYWELL TB8220U i I I COMMERICAL VISIONPRO 8000 THERMOTSTAT PRESEDENT/VOAYAGER ROOTOP UNIT W/ HUMIDITROL W/GLOBAL ECONOMIZER RTRM MODULE CONVENTIONAL I I I I I I I I I I r- --— Y2 Rc I I ® L R ® A W --- J I I v Y --- --� --I--J I I r l-- --- w2 I I I I I I ` I I �SL2 I C ——— — ———- I I I I I I t L-------------————— ——————————— —— ——- ' I L-------------- -- --------------- -- - - - - - J I I I ' �----------- ---------------1 I �-------1 r----- - - - - - � I I I 1 t I I I I I I I I I I I I I I I I L-- -- - - - - -- - - - - - J 20K OHM AVE. SENSOR AVERAGING (T7770A3002) 20K OHM AVE. SENSOR 20K OHM SPACE SENSOR VERIFY TERMINAL POINTS WITH MANUFACTURERS SHOP DRAWINGS LOCATED IN FRONT OF UNIT CONTROL BOX NTLB 0 12 013 Q> 14 015 2> 16 017 1 1s 1s SINGLE HUMIDITY (T7770A1006) SENSOR (BAYSENSO36A) 2#12, 1 #12GND. 3/4"C. NOTES: Oj -REQUIRED THERMOSTAT SETTINGS INSTALLER SETUP Y&-UE. QESCSIPT4N 0170 8 1H/iC 0175 1 OCC/UNOCC ® -TWO TWISTED PAIR 18 GA. SHEILDED CABLES REQUIRED. ® -CUT BACK AND TAPE THE SHIELDING AT SENSOR. 4 -GROUND SHEILDED PAIR AT THE CONTROLER 5 -THERMOSTAT SENSOR WIRES MUST HAVE A CABLE SEPERATE FROM THE THERMOSTAT CONTR aL CABLE 41 aP A 0 0 0 tam �a 0 12 63',F-� gwS- w apB Re=wLLq��yg� IW2F g3SO F� 1/1Sy�' G R'��1=- Fy F®_w� q 2pngF5F'm a<�mo�F-K�615 agoW6 U O prUp,U,_�jw OK pgZ ��7��Wrn IN SO R'U�CdOFF UIF U 0a: CG US F36FEQz3Vigw i® 6 wZ /,aZ A ffiie 1� ai �yZ3 O NV U O G� O ZiI 80 �n o� o LLI z O L) ^ a rJ 1- U `t CR217E Uir ® J Wv C 6) IL J J Ll 93 Revisions THRU ADDENDUM "A" 1/20/06 PROJECT DATE 3/28/08 DRAWN BY FHJ CHECKED BY RAM/NRT Sheet No. E Z:\2005\05125 - GC Port St. Lucie, FL\EBAA.dwg Apr 2, 2008-11:23am Project No.05125.00 HOOD INFORMATION HOOD NO. MODEL LENGTH MAX. COOKING TEMP. EXHAUST PLENUM SUPPLY PLENUM H013D CONSTRUCTIUN HGOD CUNFIG. TOTAL EXH, CFM RISERS) TOTAL SUP. CFM R(S) END TU END ROW WIDTH LENG, I DIA. CFM S.P. WIDTHILENG.1 DIA, CFM S.P. 1 4824 D-2-PSP- 9' 0,00'Non, 9' 0.00.01) 450 Deg. 1575 12' 12' 1575 -0.363 1300 430 SS Where Exposed LEFT FRONT 2 4824 0-2-PSP- 9' 0.00'Non, 9' 0.00.OD 450 Deg. 1575 12' 12' 1575 -0.363 1350 430 SS Where Exposed RIGHT FRONT 3 4824 D-2-PSP- 5. 0.00'Non. 5' 0.00'OD 600 Deg. 1000 10' 10, 1000 -0.303 620 430 SS Where Exposed ALONE FRONT 4 5424 D-2-PSP- 11' 6.00'Non. I1' 6,00'OD 450 Deg, 2012 12' 16' 2012 -0.405 1509 304 SS Where Exposed ALONE FRONT 5 4824 D-2-PSP- 7' 0.00'Non. 7' 0.00.OD 450 Deg. 1225 10, 11' 1225 -0.328 920 430 SS Where Exposed ALONE FRONT 6 4824 HB-G-PSP- 9' O.DO'Non. 9' 0,00'OD 700 Deg. 1350 675 -0.084 675 304 SS 100%ALONE FRONT 675 -0,084 74824 VHB-PSP-F 4' 0.00'Nom 4' 0.00'OD 700 Deg, 400 400 -0.040 340 430 SSALONE 100%B FRONT i2j1122, 5430 D-2-PSP- 11' 0,00'Non. 11' 0.00.OD 6D0 Deg. 3300 12, 3300 -1,346 1980 430 SS Where Exposed ALONE FRONT Hnon TATFoPmATroAT FILTER(S) LIGHTS) UTILITY CABINETS) FIRE HOOD NO. TYPE QTY HEIGHT LENGTH QTY TYPE WIRE GUARD LOCATION TYPE SIZE ELECTRICAL MODEL # SWITCHES QUANTITY LOCATION PIPING WEIGHT I SS Baffle with Handles 3 16' 16' 6 Incandescent Light Fix NO Left Ansul R102 3.0/3.0/1.5 4 Light 1 Fan 1 other Outside YES 371 LBS. 3 16' 20, 2 SS Baffle with Handles es 16' 16' 6 Incandescent Light Fix NO YES 346 LBS. 3 16' 20, 3 SS Baffle with Handles 3 16' 20' 2 Incandescent Light Fix NO YES 308 LBS. 4 SS Baffle with Handles 1 16' 16' 8 Incandescent Light Fix NO YES 596 LBS. 6 l6' 20' 5 SS Baffle with Handles 4 16' 16' 4 Incandescent Light Fix NO YES 300 LBS. 1 16' 20, 6 3 Incandescent Light Fix NO NO 309 LBS, 7 4 Incandescent Light Fix NO NO 198 LBS. 8 Stainless Steel (High E 2 20' 16' 11 Incandescent Light Fix NO YES 776 LBS. 5 20' 20' PERFORATED SUPPLY PLENUM(S) HOOD NO POS. LENGTH WIDTH HEIGHT 1 RISER(S) WIDTH LENG. DIA. CFM S.P. 1 Front 128' 12' 6' 8' 24' 650 0.085' 8' 24' 650 0.085' 2 Front 108' 12' 6' 8' 24' 675 0,106' 8' 24' 675 0.106' 3 Front 60' 12' 1 6' B. 24' 620 0.078' 4 1 1 Front 138' 1 1 12' 1 6' 8' 26' 754 0.104' 8' 26' 754 0.104' 5 1 Front 84' 12' 6' 8' 36' 920 0.095' 6 Front 108' 12' 6' 8' 24' 337 0.029' 8' 24' 337 0.029' 7 Front 48' 12' 6' 8' 24' 340 0.029' B Front 138' 12' 6' 8' 36' 990 0.126' 8' 36' 990 0,126' SECTION VIEW - MODEL 5424-ND-2 with PSP Accessory (ROTISSERIE/STEAMER) HOOD OPTIONS HOOD NO. OPTION I BACKSPLASH 48.00' High X 128.00' Long 430 SS 2 BACKSPLASH 48,00' High X 108.00' Long 430 SS RIGHT SIDESPLASH 48.00' High X 48.00' Long 430 SS 3 BACKSPLASH 60.00' High X 60.00' Long 430 SS 4 BACKSPLASH 48.00' High X 138.00' Long 304 SS LEFT SIDESPLASH 48.00' High X 20,00' Long 304 SS 5 BACKSPLASH 48.DO' High X 84.00' Long 430 SS LEFT SIDESPLASH 48,00' High X 48.00' Long 430 SS 8 FIELD WRAPPER 18.00' High Left, Right, Back FIELD WRAPPER 18.00' High Front LEFT END STANDOFF (FINISHED) 3' Wide RIGHT END STANDOFF (FINISHED) 3' Wide BACK STANDOFF (FLAT) 3' Wide FINISHED BACK - GROUND/POLISH 132,00' Long ITIONAL DAMPER- OLUME ONLY OR IRE/VOLUME ASSEMBLY VOLUME ONLY DAMPER HEIGHT = 2.75' STAINLESS STEEL- WALLSPLASH 23.5% OPEN 'AINLESS STEEL RFORATED PANEL NON-COMBUSTIBLE WALL u FINISH BACK OF CABINET SHORTER CABINET DOOR^ TO AVOID INTERFERENCE WITH CEILING GRID 4E STAINLESS lE SWITCHES - STAINLESS STEEL BACKSPLASH-� STAINLESS STEEL - J RP 11,00' ZI�I J L� L,��.J L12oo•J 00' 48A U.L Usted Incandescent Light I.I.L. Listed Incandescent Light Hood #1 Hood #2 Utility Cabinet as fog, F- F- IM3 L- 6.00, 6,00' CID 130 L- 6.00, {� 6.00'® I i 24.00' 24JOV 24.00' I 24.00' 54.00' I 54.00' 54.00' -'^ 54.00' 32.00' 58.00' 38.00' 36.00' -1- 45.00' -- 27.00' �n nn• a• nnn•u,... io• ncn•nn a' mnn'Nnn./9' mwnn PLAN VIEW - 9' 0 00" LONG 4824ND-2-PSP-F (MAIN COOK LINE) SECTION rr ,r with PSP Accu2gl COOK LINE) 0 UL. Lsted Incandescent light Hood #4 ® 1�_ .rtrulunnnnlrm,� �.no LT-;;;nlnllllunim,,,�6.Do E� 36.1' 36Ap' 36.00' 1 102.00' 34.50' '1' 68.00' 35.50' 11' 6.00'Noh./Il' 6.50'OD PLAN VIEW- 11' 6,00" LONG 54R4ND-2-PSP-F (ROTISSERIE/STEAMER) 1'A1(TJ' L/J'T (J'fi/YL'CL LUUJ'C'f 1. 64 - 12'0' LONG PIECES OF 1/2' DIA, ALL THREAD ROD 2. 256 - 112' HEAVY DUTY NUTS 3. 64 - 6' LONG PRE➢RILLED ANGLE IRONS ;, r rr r, ,r COOK LINE) PTIONAL DAMPER- OLUME ONLY OR IRE/VOLUME ASSEMBLY VOLUME ONLY DAMPER HEIGHT = 2,75' 23,5% OPEN 'AIMLESS STEEL RFORATED PANEL '--NON-COMBUSTIBLE WALL � STAINLESS STEEL WALLSPLASH 0' 0• THESE PLANS AND AL} PROPOSED WORK AND SUBJECT TO ACV REQUIRED BY FIELD NSP CORRECTIONSR MAY BE NECESSAO YC IN ORDER To COMPLY WITH ALL APPLICABLE CODES. ,HA1VG11VU AIVULK Uff7AIL 1/2' DIA, ALL THREAD ROD CONNECTED TO ROOF JOIST STEEL HANGING ANGLE THROUGH ANOTHER HANGING ANGLE `I/2' DIA. HEAVY DUTY NUT IUI// AND WASHER - LINE ABOVE AND ONE BELOW HANGING ANGLE ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR HANGING ANGLE IS PRE -PUNCHED AT FACTORY L� 10 W C�1 10. NON-COMBUSTIBLE WALL L_]4 Lll.00'J STAINLESS STEEL WALLSPLASH 48. UL Listed Incandescent Light Hood #5 C37 CAPTIVE-AIRE HOODS ARE BUILT IN COMPLIANCE WITH a NFPA #96 NSF UL 710 & ULC710 STANDARDS E,T.L, LISTED 3054804-001 THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. 1#e 7' 0,00'Non./7' 0.50'OD PLAN VIEW - 7' 0.00" LONG 4824ND-2-PSP-F (IMPINGER PIZZA OVEN) STAINLESS STEEL -loopIoo C 48.00' Hood #3 UL Llsted I� ande I LLIIph\t Fix I2.00' #.oa� CID L_ 6100, CID 5' 0.00'Non./5' 0.0 (PAGODA) EX HAUST RISER 10OW VAPORPROOF INCANDESCENT LIGHT OPTIONAL DAMPER - HANGING ANGLE VOLUME ONLY OR 4. FIRE/VOLUME ASSEMBLY 4.5'w w VOLUME ONLY DAMPER 3' STANDOFF HEIGHT = 2,75' 6' 12' � 24' NOM 16' U.L CLASSIFIED BAFFLE -TYPE 23,5% OPEN GREASE FILTERS STAINLESS STEEL PERFORATED PANEL 3 GREASE DRAIN WITH REMOVABLE CUP 78' EQUIPMENT BY OTHERS SECTION VIEW - MODEL 4824-ND-2 with PSP Accessory (SAUTE') FILE U01 T EXHAUST RISER 100W VAPORPROOF INCANDESCENT LIGHT OPTIONAL DAMPER - HANGING ANGLE VOLUME ONLY OR q' FIRE/VOLUME ASSEMBLY 4.5'w w VOLUME ONLY DAMPER 3' STANDOFF HEIGHT = 2.75' 6' 12' 24' MOM 16" U.L. CLASSIFIED BAFFLE -TYPE 23.5% OPEN GREASE FILTERS STAINLESS STEEL PERFORATED PANEL 3 GREASE DRAIN WITH REMOVABLE CUP EQUIPMENT BY OTHERS 33' MIN 48' MAX 78' TYP, SECTION VIEW - MODEL 4824-ND-2 with PSP Accessonl (IMPINGER PIZZA OVEN) JOB GOLDEN CORRAL - PORT ST. LUCIE FL - ---_ _- LOCATION PORT ST, LUCIE FL � m m m Ar= = = DATE 09/15/06 JOB # === == DWG # GCPSTLUCIEFLI DRAWN BY CRC REV. 1,00 SCALE 1/2 IN = 1 FT �Wr�s€a gWz , 0 5 i�u�oip�w��N UO� W2I,{ OW00a00 3F €iozumWowZW�a 266 o�ja� w ozg0� Uz T U �N m�pp,,�OzwU�D:O -jyf <Df o<oz wZzz F�OaK��iw fffip gi Woxoiu< Wm W W V W< d a< 4 < f W �a�n�v�i�Uo?ooi� 00 °D n n ow _0 (_ U_ W Q r J b bE (PO p :D 0- QC = O � C O •O W 0 V'J Revisions THRU ADDENDUM "A" 1/20/06 3QU WIE TO MIMIT SIMMAM 7/211/111 QCITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY CRC CHECKED BY Sheet No. V1 G \LUUD\VDILD\VIAAK4.OWg Jan o, ZUU`J-1U:Zt5am No7 05 4E 1£ 00' DRAIN 24,00' 24.0' 1 012.00' 012.00' Hood #6 UL. Llsted Incandescent Llpht 00, #.00' ® L 8A0' 6.0 1 24.00• 1 f i 24.00• 12.00' i 84.00' I 12.00' 27.00' 1 54,00• -1- 27.00' o' n nn•u.,m ia• n swnn PLAN VIEW - 9' 0.00" LONG 4824VHB-G-PSP-F (DISHWASHER) HANGING ANGLE SECTION VIEW - MODEL 4824-VHB-G-PSP-F (DISHWASHER) im..7 C 1 CUSTOMER SI➢E UL, Listed Incandescent Light Hood #8 6.00, 11' 0.00'Non./IL' 0.00'111) PLAN VIEW - 11' 0.00" LONG 5430ND-PSP-F (CUSTOM COOKING) COOK SIDE r- o 6.00• = 3.00' ILUME ASSEMBLY 23.5% OPEN PAINLESS STEEL RFORATED PANEL HANGING ANGLE DOF JGHT MPER 23.5X OPEN PAINLESS STEEL RFORATED PANEL SECTION VIEW - MODEL 4824-VHB-PSP-F with 12" PSP Accessoru (BAKERY) RISER HANGING ANGLE 0' U.L. CLASSIFIED BAFFLE -TYPE GREASE FILTERS GREASE DRAIN WITH REMOVABLE CUP GLASS 6'-8' CUSTOMER SIDE EQUIPMENT BY OTHERS VAPORPROOF I 33' MIN 40' MAX 78' COOK SIDE SECTION VIEW - MODEL 5430-ND-2 with PSP Acce: (CUSTOM COOKING) UMr I I V L-H1RL PILILILJ HILL BUILT IN COMPLIANCE WITH G NFPA #96 NSF UL 710 & ULC710 STANDARDS E.T.L. LISTED 3054804-001 THESE PLANS AND AND SUBJECT To REQUIRED BY FIEL MAY BE NECESE COMPLY WITH ALL OPTIONAL DAMPER, VOLUME ONLY OR FIRE/VOLUME ASSEMBLY ■ VOLUME ONLY DAMPER HEIGHT - 2.75' 23.5% OPEN STAINLESS STEEL PERFORATED PANEL u Hood #jj0:7 �..1I pp L U.L. Listed In,10" escent Light Fix ll 6.4= 4' 0.00'Non./4' 0.00'OD PLAN VIEW - Hood 47 - 4' 000" LONG 4824VHA-Pap-1 (BAKERY) iLL PROPOSED WORK %NY CORRECTIONS ) INSPECTORS THAT 1RY IN ORDER TO lPPLICABLE CODES, K'12F�,Xz �pWSam ��Uacoirc�N€'3�PNi o <§€<affi— i6Qgo ow iaza$w �WFm =�g�w arc U�' N z W z w O F W U F WW S WS D_SSSU OO Uy.p CZIG~F UT wy�O3Q O2a<62a5O (/1 (J J 41Z 8 '30fn�O Kxzu; n z <K 2000fy ,r,. «y1W NZ3 =00 RJ NFa '✓'Fw W'Z TF fnf. WK4iKWIQ-app OKO 3KOW �F a.Oa. U UO?o0z - 8: ,d� o� Q O i� ui T W2 FILE COP o WW J J L. 0 SEE ��BL/ES JOB GOLDEN CORRAL — PORT ST, LUCIE FL LOCATION PORT ST, LUCIE FL DATE 09/15/06 J'OB # DWG # GCPSTLUCIEFL2 DRAWN BY CRC REV. 07/23/08 CRC SCALE 1/2 IN = 1 FT F, Revisions THRU ADDENDUM "A" Ana /3\na 10 CLmi SiNDUIDS 1/28/oi PROJECT DATE 04/02/08 DRAWN BY CRC CHECKED BY ,\I min9\.4--\Onnr\nri 9r, — rn 0..h cl I .,;- CI \ V9A A07 A-- LJ oa onna_l. Ar..,... THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. Sheet No. ` Y2 Project No.05125.00 ANSUL PULL STATION DETAIL Ile CONDUIT STRAIGHT UP TO ABOVE CEILDIG LINE, NO OFFSETS OR BENS 4' STANDARD ELECTRICAL OCTAGON BOX PILL 5' ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE SCREW HOLES AT 2 O'CLOCK AND 8 O'CLOCK AFF. NOTE, HEIGHT OF PULL STATION! SHOULD BE DETERMINED IN ACCORDANCE WITH AUTHORITY HAVING JURISDICTION r— — — — — — — — — — — — — — — — — — — — — — — — — — -1 HOOD # I HOOD # 2 Job #1 4 Job Name, GOLDEN CORRAL - 11M70 LEFT T/U I Drawn by1, 15• I' 15' System Size, ANSUL-3,0/3.0/1.5 Total FP "tAIred1 25 u' Hood # 1 9' 0' Riser # 1 Size, Long 12' x 48' 12' Wide x 24' HI9h .I. I_ — Hood # 2 9' 0' Riser # 1 Sfze1 x Long 12' x x 48' 12' Wide x 24' High L Hood # 3 4' 0' Long x 48' Wide x 24' High ........... . ............. . Riser # 1 SIze1 8' x 8' — — — — — — -- — — — — — — — — — — — — — — — — — — ---1 1V 2W I I ® —�-- ® ---- .— ® -- O®s ® -- ® 5 6 7 IN 1N O 10 1 -108.00' 33.00° 40.00' 18.00' 17.00' 3N 230 NOTE. THERE ARE 3N Oven F MC -1 am HO S 3N DROPS H13IND 38.00' L x36.00- D �. THE ONES SWN High Proximity I oorc I 'oar 3N HERE 3N 0 a XY d X� JE J 0 ox X Y X i goa goa TnWe a o a P 26.00' L x24.00' D aoA MC oon r 0 No Proximity Rating %°vlv o 01in vo a _aNE EqR ¢aIE Eo- E,mX NNNT LNX X \xLaL xY \XL axa jJa a.lE 3J2 �f I1 o Wo it I o ® ODG wm4 �a ymx x*L I I W z L FIRE EXTINGUISHERS, 2 - 10# BC KITCHEN 3 - 10# ABC DINING AREA THE ABOVE MENTIONED FIRE EXTINGUISHERS ARE INCLUDED IN THE PACKAGE PROVIDED BY DISTRIBUTOR FOR EVERY LOCATION. QUANTITIES MAY VARY PER LOCAL CODE REQUIREMENTS. DISTRIBUTOR IS RESPONSIBLE FOR MOUNT- ING FIRE EXTINGUISHERS ON WALLS, x aim Range-Med 36.00' L x24.00' D Medium Proximity NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC, - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS FACTORY CONNECTIONS MELD CONNECTIONS THESE PLANS AND ALI, PROPOSED WORK AND SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES.. LEGEND - FIRE CABINET ANSUL SYSTEM 1A 1.5 GALLON TANK 1B 3 GALLON TANK 2 OEM AUTOMAN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY <419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR REV. FILE (AW)II 1.00 121-' 3W, W � o �zpgZcFWifaWag RR mF�ogSNw =iZ-�� 6583i.dIK�� yGGRl77 �oWoOY , K W iN oey Rog vv�i iX yql I- Hal��<mw �F'a �u Ft�$o3ooz� Revision THRU ADDENDUM "A" 1/20/06 PROJECT DATE 3/28/08 DRAWN BY CRC CHECKED BY Z:\2005\05125 - GC Port St. Lucie, FL\V3AA.dwg Apr 4, 2008-1:31pm THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. Sheet No. V3 Project No.05125.00 1 15' HOOD # 5 I — — 2 ® 1D u 11' In :Pin LPx3000 Oven High Proximity 115' . .............. .I . ... ...... . 15, I HOOD # 8 6 INCHES IS IS BELOW HOOD as R36I00{LC - s Radiant31 x2400 RDr 3600 "L x24r0011Dr L x24.00'fD High Proximity High Proximity High Proximity Job #1 Q Job Name, GOLDEN CORRAL - 11M.7.0 LEFT T/U Drawn byy System SIze, ANSUL-15 Total. FP required, 4 Hood # 5 7' 0' Long x 48' Wide x 24' High Riser # 1 Size i 10' x 11' NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS FACTORY CONNECTIONS FIELD CONNECTIONS Is- 1r 1511 — — — — — — —I LEGEND - FIRE CABINET ANSUL SYSTEM IA 1.5 GALLON TANK 1B 3 GALLON TANK 2 OEM AUTOMAN RELEASE 3 OEM REGULATED RELEASE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (1.5 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 12 HOSE ASSEMBLY 1100 DUCT NOZZLE (430913) 2W DUCT NOZZLE (419337) 1W NOZZLE ASSEMBLY (419336) IF NOZZLE ASSEMBLY (419333) IN NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY <419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR THESE PLANS AND, AND SUBJECT TO REQUIRED BY`FIEL MAY BE NECESS COMPLY WITH ALL Job #1 Q Job Name, GOLDEN CORRAL - 11M.7.0 LEFT T/U Drawn byye System Size - tat Hood # 8 11' 0' Long x 54' Wide x 30' Igh Riser # 1 Sizet 12' x 26' Hood # 4 11' 6' Long x 48' Wide x 24' High Riser # 1 Size, 10' x 19' ANSUL PULL STATION DETAIL Ile CONDUIT STRAIGHT UP TO ABOVE CEILING LINE, NO OFFSETS OR BEND 4' STANDARD ELECTRICAL OCTAGON BOX 5' ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE. SCREW HOLES AT 2 O'CLOCK AND B O'cLmc AF.F. INACURDMANMELVITH STATION SHOULD BE DETERMINED AUTHORITY HAVING JURISDICTION. L PROPOSED WORK VY CORRECTIONS INSPECTORS FILE !Y IN ORDER TOO TLICABLE CODES. NOTES - FIELD PIPE DROPS AS SHOWN SLEEVING, ELBOWS, TEES, AND NOZZLES SUPPLIED BY CAS - RELOCATE NOZZLES IF FLOW PATTERN IS BLOCKED BY SHELVING, SALAMANDERS, ETC. - MAXIMUM 9 ELBOWS IN SUPPLY LINE. - MINIMUM 72 INCHES OF AGENT LINE FROM TANK TO FIRST NOZZLE. - IF APPLICABLE, PRE -PIPED CHARBROILER DROPS ARE SHIPPED LOOSE. - FACTORY PIPING EXTENDS A MAXIMUM OF 6' ABOVE THE TOP OF THE HOOD. - APPLIANCE DIMENSIONS LISTED REPRESENT THE COOKING SURFACE SIZE, NOT THE OVERALL APPLIANCE SIZE. THIS FIRE SYSTEM COMPLIES WITH U.L. 300 REQUIREMENTS 011 FACTORY CONNECTIONS FIELD CONNECTIONS THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. GEND - WALL MOUNTED ANSUL SYSTEM IA 1.5 GALLON TANK 1B 3.0 GALLON TANK 2 OEM AUTOMAN RELEASE 3 3 GALLDN TANK ENCLOSURE 3A 6 GALLON TANK ENCLOSURE 4 OEM REGULATED ACTUATOR 5 ANSULEX LIQUID AGENT (3 GAL.) 6 ANSULEX LIQUID AGENT (15 GAL.) 7 CARTRIDGE (101-20) 8 CARTRIDGE (101-10) 9 CARTRIDGE (101-30) 9A CARTRIDGE (LT-A-101-30) 9B DOUBLE TANK CARTRIDGE 10 TEST LINK 11 DOUBLE MICROSWITCH 2W DUCT NOZZLE (419337) 1100 DUCT NOZZLE (430913) 1W NOZZLE ASSEMBLY (419336) 1F NOZZLE ASSEMBLY (419333) 1N NOZZLE ASSEMBLY (419335) 1/2N NOZZLE ASSEMBLY (419334) 3N NOZZLE ASSEMBLY (419338) 245 NOZZLE ASSEMBLY (419340) 230 NOZZLE ASSEMBLY (419339) 2120 NOZZLE ASSEMBLY (419343) 290 NOZZLE ASSEMBLY (419342) 260 NOZZLE ASSEMBLY (419341) 28 DETECTOR BRACKET 29 LOW TEMP FUSIBLE LINK 30 HIGH TEMP FUSIBLE LINK MGV MECHANICAL GAS VALVE EGV ELECTRICAL GAS VALVE 34 REMOTE MANUAL PULL STATION S SWIVEL ADAPTOR ANSUL PULL STATION DETAIL 112' CONDUIT STRAIGHT UP TO ABOVE CEILING LINE, NO OFFSETS OR BEND 4' STANDARD ELECTRICAL OCTAGON BOX 1.M 5' ABOVE FINISHED FLOOR OR IN ACCORDANCE WITH LOCAL CODE. SCREW HOLES AT 2 O'CLOCK AND 8 O'CLOCK AF.F. NOTE, HEIGHT OF PULL STATION SHOULD BE DETERMINED IN ACCORDANCE WITH AUTHORITY HAVING JU2ISDICTDR, JOB GOLDEN CORRAL - PORT ST. LUCIE FL LOCATION PORT ST, LUCIE FL _ DATE 09/15/06 JOB # DWG # GCPSTLUCIEFL4 DRAWN BY CRC REV. 1100 SCALE NOT TO SCALE W F tl�Gl< 0p6pyyuluyI NR.8W Z N N W a� Z' TWtl Z W a I Revisions THRU ADDENDUM "A" 1/20/06 rPROJECTDATE Z:\2005\05125 - GC Port St. Lucie, FL\V4AA.dwg Apr 4, 2008-1:32pm Proiect No.05125.00 FAN EXHAUST FAN SUPPLY FAN UNIT FAN UNIT MODEL # NO. MODEL TAG CFM S.P. I RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA I NCAI4FA NCAI4FA 1575 - 0.500 905 0.500 1 115 8.0 EF-1 2 NCAI4FA NCAI4FA 1575 - 0.500 905 0.500 1 115 8.0 EF-2 3 DU50HFA DU50HFA 1000 - 0,500 1101 0,500 1 115 8.1 EF-3 4 NCA14FA NCA14FA 2012 - 0.600 1067 0.750 1 115 12.0 EF-4 5 NEF15A NCAIOFA 1225 - 0.500 1056 0.250 1 OU50HFA ➢U50HFA 1350 -0,500 1298 0,500 1 EF-67 CFA1500CA CFA1500CA 750 - 0,250 600 0.333 1 11154,96 TOILET B NCA24HPFA NCA24HPFA 3300 - 1.500 925 1.500 3 EF-8 9 DU33HFA DU33HFA 400 - 0.500 1099 0.333 1 EF-9 NO. ON ITEM SIZE 1 # 1 Curb 2 3.000'W x 23.000'L x 20,000'H 0.250,12.000 Pitch Vented Hinged 2 # 2 Curb E 3,000'W x 23,000'L x 20,000'H 0,250,12.000 Pitch Vented Hinged 3 # 3 Curb 1 .500'W x 19,500'L x 20.000'H 0.250,12,000 Pitch Vented Hinged 4 # 41 Curb 2 3.000'W x 23.000'L x 20.000'H 0.25042,000 Pitch Vented Hinged 5 # 5 Curb 1 .500'W x 19.500'L x 20,000'H 0.250�12.000 Pitch Vented Hinged 6 # 6 Curb 1 .500'W x 19.500'1. x 20,000'H 0.25012.000 Pitch Vented Hinged 8 # 8 Curb 31.500'W x 31.500'L x 36,000'H 0.250,12,000 Pitch Vented 9 # 9 Curb 1 .500'V x 19.500'L x 22.000'H 0.250,12.000 Pitch Vented Hinged FAN OPTION (Qty. - Descr.) NO, 7 1 - Fan Control - 60 Minute White Time Control 1 - 983L In Line Kit DUHFA SERIES UPBLAST EXHAUST FANS (UL762) NCAHPFA SERIES UPBLAST EXHAUST FANS (UL762) NCAHPFA BELT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH - WEATHERPROOF DISCONNECT 7- - HIGH HEAT OPERATION 300-F (149'0 - GREASE CLASSIFICATION TESTING E NGRMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F (149'C) UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION, ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600'F (316'0 FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CON➢ITION. GREASE BOX HINGED FAN PITCHED CURB INSULATE➢ CURB . ..'ORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) FAN MODEL HT W H C F R RO WEIGHT LH NCA24HPFA 1 37 1/2 43 3/8 2 33 1 30 5/8 23 7/81 28 1 270 FEATURES: - ROOF MOUNTED FANS - RESTAURANT MODEL - UL762 - VARIABLE SPEED CONTROL - INTERNAL WIRING - WEATHERPROOF DISCONNECT - THERMAL OVERLOAD PROTECTION (SINGLE PHASE) - HIGH HEAT OPERATION 300•F (149'0 - GREASE CLASSIFICATION TESTING NORMAL TEMPERATURE TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING AIR AT 300'F 049'0 UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS AT 600'F (316•0 FOR A PERIOD OF 15 MINUTES WITHOUT THE FAN BECOMING DAMAGED TO ANY EXTENT THAT COULD CAUSE AN UNSAFE CONDITION. 2G OPTIONS: GREASE BOX HINGED FAN PITCHED CURB INSULATED CURB DUCTWORK BETWEEN EXHAUST RISER ON HOOD AND FAN (BY OTHERS) DUH DIRECT DRIVE CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA FAN MODEL HT W B C F R RO WEIGHT LB DU33HFA 25 1/4 25 1/2 2 21 18 1/2 12 1/6 17 1/2 50 DU50HFA 27 1/4 28 7/8 2 21 21 1/2 13 1/4 17 1/2 1 55 THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. THESE PLANS AND ALL F AND SUBJECT TO ANY REQUIRED BY FIELD IN MAY BE NECESSARY COMPLY WITH ALL APPI a :CTORS THAT ORDER TO ABLE CODES. I D D VENTED CURB 20 GAUGE STEEL CONSTRUCTION `-3' FLANGE /RRIO- ROOF OPENING RO DIMENSIONS PITCHED CURBS ARE AVAILABLE 7 FOR PITCHED ROOFS. 30' SPECIFY PITCH, 12 EXAMPLE- 7/12 PITCH = 30' SLOPE CURB DIMENSIONAL DATA FAN MODEL D E DU33HFA 19 1/2 22 DU50HFA 19 1/2 20 —A I — I D D xc•errLL�m iavx ovevems j VENTED CURB 20 GAUGE STEEL CONSTRUCTION �3' FLANGE RO ROOF OPENING RG DIMENSIONS PITCHED CURBS ARE AVAILABLE 7 FOR PITCHED ROOFS. 30' SPECIFY PITCH- 12 EXAMPLE, 7/12 PITCH = 30' SLOPE CURB DIMENSIONAL DATA FAN MODEL D E NCA24HPFA 31 1/2 20 JOB GOLDEN CORRAL — PORT ST. LUCIE FL LOCATION PORT ST, LUCIE FL DATE 09/15/06 JOB # DWG # GCPSTLUCIEFL5 DRAWN BY CRC REV. 07/23/08 CRC I SCALE NOT TO SCALE I 5 �wQ�S�� Kpwi�m S�r�ziKNw€�U+� �F''EO W W�63 pwria¢a�W �K�a <rccu�om�OZ'�oaZ!Z�i fio Otn �a0 UpON Ww =E5 wF��Fw SwS LLStj2 KjpO U' 400�€F uf�szoL�jup..mK OLLa JyliWWEmO �d 06 NU �E O�2F • w • • VJ 0 Revisions THRU ADDENDUM "A' 1/20/06 1 /3\I.PUIE 10 CURRENT STNDW 7/2110 1 PROJECT DATE 04/02/08 DRAWN BY CRC CHECKED BY Sheet No. V5 ti, a \\Lm101\draw\2005\05125 — CC Port St. Lucie, FL\V5AAR3.dwg Jul 28, 2008-1:45pm .m An TAIP.A D 11A TIl1\i MODULAR OUTDOOR DOWN DISCHARGE BLOWER WITH INTAKE HOOD If— DIM 'A' DIM 'D' LIFTING LUG 00 DIM 'R' DIM M. �IDI__1 o DIM 'B' DIM 'L' L_ DIM 'N' CURB DISCHARGE OUTER OPENING WALL DIM '— Jf 20 IN HIGH EQUIPMENT CURB DIM 'G' All DTMFNSTONS ARF NOMINAL AND GIVEN IN INCHES. DIM 'C' 36A0' TRUNK LINE EXTENSION NEEDED DIM 'E' ►I AIRFLOW 4— FLEX CONDUIT FOR FIELD WIRING SERVICE DISCONNECT SWITCH ROOF OPENING 2' SMALLER THEN CURB DIMENSION. vcvAa v�xAmoa UNIT DIMENSIONS DISCHARG OPENING UNIT INFORMATION !CFM RAN MOEL D WEIGHT A B C D E G L M N R FILTER SIZE 6 QTY MIN MAX I MAX. FILTER VELOCIT GIB 1525 LBS 14b-1/8 - - - 16'x20'x2' (6) 1 3000 I 8000 j 88000 CFM = 762 FPM STANDARD SERIES DOWN DISCRARCE SUPPLY FANS a EXTERNAL SERVICE DISCONNECT A B __t__ F T a SUPPLY FAN ELECTRICAL DROP �G G NCAFA SERIES UPBLAST EXHAUST FANS (UL762) arM FEATURES: kREASE - ROOF MOUNTED FANS D- RESTAURANT MODEL D - UL762 - AMCA SOUND AND AIR CERTIFIED - WIRING FROM MOTOR TO DISCONNECT SWITCH x� VENTED - WEATHERPROOF DISCONNECT CURB - HIGH. HEAT OPERATION 300'F (149'C)- GREASE CLASSIFICATION TESTING E HTNORMAL TEMPERATURE TEST 20 GAUGE FEXHAUST FAN MUST OPERATE CONTINUOUSLY STEEL WHILE EXHAUSTING AIR AT 300'F (149'C) CONSTRUCTION UNTIL ALL FAN PARTS HAVE REACHED THERMAL EQUILIBRIUM, AND WITHOUT ANY DETERIORATING EFFECTS TO THE FAN WHICH 3' FLANGE WOULD CAUSE UNSAFE OPERATION. ABNORMAL FLARE-UP TEST BI A I EXHAUST FAN MUST OPERATE CONTINUOUSLY WHILE EXHAUSTING BURNING GREASE VAPORS RE] ROOF OPENING AT 600'F (316'0 FOR A PERIOD OF RO DIMENSIONS 15 MINUTES WITHOUT THE FAN BECOMING R DAMAGED TO ANY EXTENT THAT COULD CAUSE G=R+3' 2G AN UNSAFE CONDITION. RO OPTIONS: PITCHED CURBS ARE AVAILABLE 7 C GREASE BOX FOR PITCHED ROOFS. 30' HINGED FAN SPECIFY PITCH, 12 PITCHED CURB INSULATED CURB EXAMPLE. 7/12 PITCH = 30' SLOPE DUCTWORK BETWEEN NCAFA BELT DRIVE EXHAUST RISER ON HOOD CENTRIFUGAL UP -BLAST EXHAUST FANS DIMENSIONAL DATA AND FAN (BY OTHERS) CURB DIMENSIONAL DATA FAN MODEL Ht1/430 B C F R RD WEIGHT LB NCAIOFA 27 2 21 21 1/2 13 1/4 16 120 NCAI4FA 30 2 1 24 3/4 23 14 7/8 20 140 FAN EXHAUST FAN I SUPPLY FAN MODEL TAG CFM S.P. RPM H.P. 0 VOLT FLA BLOWER HOUSING TAG CFM S.P. RPM H.P. 0 VOLT FLA UNIT FAN UNIT MODEL R NO 10 A3-GIB G18 A3 1 1 6680 0.800' 590 3.000 3 208 9.5 SF-1 11 NSAUl-GIO G10 NSAU.1 1934 0.800' 935 1.000 3 208 3.3 SF-2 nTTDD AQVV"Prrma NO. ONN ITEM SIZE 10 S 10 Curb 35.000'W x 35.000'L x 20.000'H 0.250,12.000 Pitch 11 s 11 Curb 23,000'W x 23.000'L x 14.000'H 0.250,12.000 Pitch 24.00' TRUNK LINE EXTENSION NEEDED 44,00' TRUNK LINE EXTENSION NEEDED FAN MODEL D E NCA10FA 19 1/2 20 NCAI4FA 23 20 G BLOWER OUTLET SIZE IF OPENING xu W% RIYM WM/fma SUPPLY AIR UNIT DIMENSIONAL DATA BLOWER A 8 C D E F FILTER QTY. FILTER SIZE WEIGHT 10' 26 1 32 1 28 3.37 21.75 5.87 2 16' X 20' 210 LBS �44.00' TRUNK LINE EX7ENSION NEEDED GALVANIZED SUPPLY FAN � FILTER AIR INTAKE THROUGH FILTER _L_ E CURB WITH 20 GA. CONSTRUCTION 3' CONTINUOUS FLASHING CURB/ROOFTOP DIMENSIONAL DATA BLOWER G H J I K 10' 23 14 11-1/2 1 13-1/4 PITCHED CURBS ARE AVAILABLE FOR PITCHED ROOFS. 7 SPECIFY PITCH. 30' EXAMPLE. 7/12 PITCH = 30' SLOPE 12 THESE PLANS ANDALLF AND SUBJECT TO ANY REQUIRED BY FIELD IN MAY NECESSARY COMPLY WITH ALL APP C POSED WORK )RRECTIONS CTORS THAT ORDERTO ABLE CODES. AI B FEATURES: - 1/2' ACOUSTIC HOUSING INSULATION T— - 20 GA. GALVANIZED STEEL HOUSING G - PLUG TYPE DISCONNECT L - BUILD IN AUTOMATIC BACKDRAFT DAMPER I - AMCA SOUND & AIR CERTIFIED F yll - UL LISTED - CAN BE INSTALLED IN CEILING OR WALL - 8 POSITION MOUNTING BRACKETS OPTIONS: VARIABLE SPEED CONTROL IN LINE APTER T RADITION AMPER TIMEHDOF/ DELAY SWITCH D E WALDLDCAPS BRICK VENT METAL GRILLE CFA-CA CEILING 6 INLINE W/ENAMEL FINISH LOW SONE CEILING VENTILATION DIMENSIONAL DATA FAN MODEL A H C D I E F G WEILGHT B CFA1500CA 1 22 1 18 1 18 23 7/8 19 7/8 12 8 65 JOB GOLDEN CORRAL — PORT ST, LUCIE FL o LOCATION PORT ST. LUCIE FL mr m w� = DATE 09/15/06 JOB # . IF r �- v DWG # GCPSTLUCIEFL6 DRAWN BY CRC REV. 1.00 SCALE NOT TO SCALE �W wz a y pzOOg�w 6"i<c w VDU ZK UI 3isN OF 0o wz DWW 2W W agW D I;'.ri G�i r-gS�qwo�� WDa Z�v+u'm JJ�wa mow cr.+��o F�j<�rcN of �+�i 0 1, =z Zrcaw8Vaww 2"- €3p 6m 6FW 03s3ZDW? M —O K W 2 0 a Wa Q 0500 Wa 0:' U m Z Q 3 N Z N 0 0 Nffi Q pl-�OO�Z0<00 K 2 U - Viz m. Zm0 Co W K -0 & W O K E2 3 C W �a.oa iEW08.3ooziE �o m n r w O D Q LL Li ,- J 0 —1 n Q C � v J J 0 Revisions THRU ADDENDUM "A" 1/20/06 Q3 UPDATE TO UOT STAMME 1/YB/M QCITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY SAN CHECKED BY Z:\2005\05125\V6AAR4.dwq Jan 8, 2009-10:27am THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. Sheet No. V6 Proiect No.05125.00 1ER INPUT POWER INPUT POWER INPUT POWER INPUT POWER INPUT POWER INPUT POWER INPUT POWER INPUT POWER NW I PHASE I PHASE 1 PHASE 1 PHASE 1 PHASE I PHASE 1 PHASE 1 PHASE VOLTS = 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS 120 VOLTS BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER AMP, - AMP AMPS IT- AMP AMP AMPS- _ AMP AMP — AMP — 222 222 2223 3333 123 456 7890 1234 �r v iv�r SUPPLY EXHAUST EXHAUST EXHAUST FAN IB FAN 9 FANS 1 & 2 FANS 3 & 4 GROUND re—0 0 0 WIRING FOR IS' X 18' X 6' HINGED COVERED ELECTRICAL BOX BOX 2 OF 2 FIELD WIRE TO MATCHING TERMINALS IN BOX 1 IIII IIII NOSUPPLIEDSINGLE ATHERMAL WITH OVERLOAD (Motors 2HP and greater are not thermally protected) of of ol,,f of al o 3333 3444 5678 9012 III I I I I I —VOLTS/3PHASE - 1 EXHAUST, 2 SUPPLY 120 VOLTS/IPHASE - B EXHAUST I I I/\ I/ 4 LIGHT, 1 FAN SWITCH, 1 WARNING LIGHT \ LL IRS AUXILIARY CONTACTS ACTIVATED BY MICROSWITCH y R3 AUXILIARY CONTACTS ENERGIZED BY FAN SWITCH EXHAUST EXHAUST EXHAUST FANS ON IN FIRE CONDITION FAN 5 & 6 FAN 7 & 8 LIGHTS OUT IN FIRE CONDITION TIE IN TO GC-Panel-B roe FACTORY WIRING Mr 7/1/05 orc: E12801 A-2 — FIELD WIRING oue er Ewaa er RXv jrN / NOTE: IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM MICROSWITCH TERMINALS SHOWING FACTORY WIRING M(JJ / t7t ) /t LU W/KL U LIG15AHT INPUT 120 VAC IN 3U WIigWER HT LINE, N2-N4=NEUTRAL 3 PHA I, �GHT� ILPUH POWER120 VAC WARNING MICROSWITCH STATUS WITH 15A BR BREAKER I�LUN VOLTS =_ 1400MAWATTSI R SUPPLY FAN FIRE SYSTEM ARMED BREAKER TOTAL CIRCUIT CIRCUIT FAILURE AMPS = I L I I EpAMKPER BREAKER I VH I I ANSUL or PYROCHEM ANSUL or PYRDCHEM I I I 15 /"� I , I TERMINALS I MICROSWITCH MICROSWITCH L C-NO-NC-#2 FOR SHUTDOWN FOR FIELD S S2 WIRING TO BUILDING FIRE BW LBW �BWxi B _ B W x =z AN PANEL DRY CONTACTS FOR SIGNAL BLK ONLY NC1 R z z z RLK W w BILK RED ERN 8LK C 2.RED MAX 1400W PER TO AIR PRESSURE SWITCH SWITCH (CLOSES WHEN AIR STOPS) LUo EXH FIELD WIRE TO MATCHING CN TERMINALS IN BOX 2 YEL FIELD WIRE TO MATCHING YEL TERMINALS IN GC-Panel-B BOX S3 S4 SS N NCS iSPARE NC — C CONTACTS a s 13 ACTIVATED NC NO 6 SUPPLY MICROSWITCH HP — C NO waaaR ETL LISTED AW C UNDER SUBJECT 508A 95 COIL FILE 54731-001 R 4 ° Rl COIL j130 NC �NC� WHT SPARE IRS CONTACTS 7 & 8 NO NO — rlrl CONTACTS TURN ON & OFF NO3 ACTIVATED WITH THE SUPPLY L C— 2 2 2 BY By MIDCRROSWpINTTCgH� NC AFAN 'NC S TU BLF USED AR NO I I I N HUNT TRIP DEVICE S/3PHASE - 1 EXHAUST, 2 SUPPLY R6 R7 CONTROL C 120 VOLTS/SPHASE - 8 EXHAUST I� NO 4 LIGHT, 1 FAN SWITCH, I WARNING LIGHT �J C NOTE, DRY CONTACT RELAY COIL R5 AUXILIARY CONTACTS ACTIVATED BY MICROSWITCH C - RED R3 AUXILIARY CONTACTS ENERGIZED BY FAN SWITCH SUPPLY COIL NO - DK. BLU R3 EXHAUST FANS ON IN FIRE CONDITION FAN IA NC - PURPLE LIGHTS OUT IN FIRE CONDITION R2 TIE IN TO GC-Panel-B ✓OP iocsriav Mrs 7n/D ara - GROUND WIRING FOR 18' X 18' X 6' HINGED o►x er c� er FACTORY WIRING Adv SG/d XA 100001 - COVERED ELECTRICAL BOX FIELD WIRING A =} BOX I OF 2 ELECTRICAL CONTROLS WILL BE WALL MOUNTED MUST BE WIRED TO ELECTRICAL CONTROLS -� WILL BE WALL MOUNTED NOTE: IF WALL MOUNT PREWIRE, OR FIELD INSTALLED FIRE SYSTEM M/CROSWITCH TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED FS #2 MICRO SWITCH WIRES ANSUL AND PYROCHEM •umea 4.me_v.vffi.m� nobtm_ aau v.uwa u_uwa vm � aw r� aca�niaa ter. •�� u xaa . uvaa vac ve M. ra vA: N.a »om avow aT.a u Ae va it a IeI.T? v2 FS #3 MICRO SWITCH WIRES ANSUL AND PYROCHEM • _... e.�.a ^L4A VPY�N.� e.aeNwDuee: vwL��xm Prvoa N® avna a.� NOIL1® MIDI Milaal VL M.t . IY V,G u ne va w• . aa,ne vm THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. WOMMIVRaI STATUS WITH FIE SYSIFM WED MICM SNITCH TrIea La'ATEO IN PREVIE PANSL DIAGRAM FOR HOOK UP OF 3 FIRE SYSTEMS AND 1 PREWIRE TO ACCOMPLISH SUPPLY FAN SHUTDOWN AND DRY CONTACT RELAY CONTROL "E FALTaRY VIRING VDUM ELECTRICAL PREWIRE PACKAGE IJOB NAME DRAWING NUMBER GC-Panel-B IJOB NUMBER I 2 3 4 5 To Control Package terminal blocks 6 1, 2 and N located In fire cabinet. 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 ICE CC 1 THESE PLANS AND ALL PROPOSED WORK AND SUBJECT 10 ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. I E• R9-I RCN�13:] NCC R9-2 40 NC C c46) NO C4 0 DATE 6/25/2003 DRAWN BY Tie into Golden Corral packages (E6) - R6-R7 relays turn ON/OFF with Supply, R8-R9 shut down in fire condition. Label Description ST Starter FS Fan Switch Lighted MS MicroSwitch Ansul/ yroChem) R1 Relay DPDT LS Light Switch L Hood Lic�ht(s) GP General Purpose Relay DPDT TX Transformer C Contactor G Ground AF Air Flow Switch Spare Relay -1, MS-2 MicroSwitch Contacts Ansul Pyrochem C-RD C-RD NO-BL -B NC-PR NO-BK NO-BK NC -BR NC -BR 1 NC 3 SPARE RELAY CONTACTS 4 NO 3 CAN BE USED TO CONTROL 7 COM 9 ITEMS REQUIRING SHUT .g CO1l,.$ DOWN WHEN THE FIRE SYSTEM DISCHARGES, SUCH RI-R8 AS SHUNT TRIP, SIGNALS, RELAY ETC... ------ DENOTES FIELD WIRING DENOTES INTERNAL WIRING WIRE COLOR BK - BLACK YW - YELLOW BL - BLUE GY - GRAY BR - BROWN PR - PURPLE OR - ORANGE OR/BL - ORANGE/BLUE RD - RED (STRIPE) WH - WHITE BL/RD - BLUE/RED (STRIPE) RD/GN - RED/GREEN (STRIPE) DRAWING SHOWN DE -ENERGIZED NOTE- IF WALL MOUNT PREWIRE, OR FIELD INSTALLE➢ FIRE SYSTEM MICROSWITCH, THE TERMINALS SHOWING FACTORY WIRING MUST BE FIELD WIRED. 2 x 10 x 6 Box Size ZLZLJlT "l rAu. I ZG NO. TAG PACKAGE # LOCATION SWITCHES ROOFTOP STARTERS OPTION FANS CONTROLLED LOCATION QUANTITY TYPE 0 H.P. VOL FLA 1 E12801FA all Mount In SS Box Utility Cabinet Left 4 Light 1 Fan 1 Other MUA Fent Ind...E6 plus 4 light switches on mixed pa Rabeast 3 1.500 208 4.7 Supply 3 3.000 208 1 9.5 Supply 3 1.000 208 .3 Exhaust 1 0.500 115 e. Exhaust 1 0.500 115 8.0 Exhaust 1 0,500 115 8.1 Exhaust 1 0.750 115 12.0 Exhaust 1 0.250 115 4.8 Exhaust 1 0.500 115 8.1 Exhaust I 0.333 120 4.4 Exhaust 1 10.333 115 4,1 2 GC-Panel-8 all Mount In SS Box SS Wall Mount Box /AL.== JOB GOLDEN CORRAL — PORT ST. LUCIE FL LOCATION PORT ST, LUCIE FL DATE 09/15/06 JOB # DWG # GCPSTLUCIEFL7 DRAWN BY CRC REV. 07/23/08 CRC SCALE NOT TO SCALE 12r 3Wz V �Y W EWUZ�4U00��1^ �I Fra 6g-'—gwza go Z W7O ' mo0 €Og Z In Nal�ej 0Z O<��RIOZ a230 266Mnfa1w Eo 8000 V I W ax5i ¢W3Zwi� �Namn< agiz-D50 9-:00 el OxZ�F�] o o <Nl <IU4',Wn� WZMggmo Wet OW<g5� < .Nois �aoa�rFnu Y��?o� i� o" o,o Q IT W J 010 Q EJ 0- c J 0 p a Revisions THRU ADDENDUM "A" 1/20/O6 &PRATE TO CU01 STRDM 1/g/M PROJECT DATE 04/02/08 DRAWN BY CRC CHECKED BY Sheet No. V/ wnnii -- IA. rlfrl >I_ i..ut;ie, rl_AV/ArA 'lawg nn r,n, I 41hm No. 05125.00 )UCTWORK FOR HOOD #1 . 8'4' EF-1 TOP FLANGE MOST BE WIDE ENOUGH TO 'CAP' CURB I I NOTE. INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH J 12'(Sg) L CAPTIVE AIRE TO PROVIDE: 1 — STRAIGHT PIECES OF DUCT (SEE ABOVE) 1 — TRANSITION DUCT (SEE ABOVE) rrTRR A..T.TRA/Rl.l P.4 )UCTWORK FOR HOOD #2 8'4' EF-2 �----Is•<sg)-1 TOP FLANGE MUST BE WIDE ENOUGH TO 'CAP' 1'.URD _U I I J 2'(so) L NOTD INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH CAPTIVE AIRE TO PROVIDE: 1 — STRAIGHT PIECES OF DUCT (SEE ABOVE) 1 — TRANSITION DUCT (SEE ABOVE) NO, ON ITEM SIZE I # I Curb 2 3.000'W x 23.000'L x 20,000'H 0.250-12.000 Pitch Vented Hinged 2 # 2 Curb E 3.000'W x 23.000'L x 20.000'H 0,250-12.000 Pitch Vented Hinged 3 # 3 Curb 1 .500'W x 19.500'L x 22.000'H 0.250112.000 Pitch Vented Hinged 4 # 4 Curb F 3.000'W x 23.000'L x 20.000'H 0.250.12.000 Pitch Vented Hinged 5 # 5 Curb .500'W x 19,500'L x 20A00'H 0250-12.000 Pitch Vented Hinged 6 # 6 Curb .000'W x 23.000'L x 20.000'H 0250-12.000 Pitch Vented Hinged 7 # 8 Curb 2 6.000'W x 36.000'L x 36.000'H 0250d2.000 Pitch Vented Hinged Exhaust Adapter From 36.250'sq To 28.000'sq x 9.000'H ALL DUCT WRAP/CHASE FOR CLEARANCE TO CUMBUSTABLES PROVIDED BY OTHERS. )UCTWORK FOR HOOD #3 8'11' EF-3 �—la•<sg)-� TOP FLANGE MUST BE WIDE ENOUGH TO 'CRP' CURB _U —1e'<sR)L NOTE -INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH _-6'(so)L CAPTIVE AIRE TO PROVIDE: 1 — STRAIGHT PIECES OF DUCT (SEE ABOVE) 1 — TRANSITION DUCT (SEE ABOVE) DUCTWORK FOR HOOD #8 EF-8 �. 21.5(sq) .- 36.00' TOP FLANGE MUST BE WIDE ENOUGH TO 'CAP' CURB -J12'< 26'>I— NOTEo INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH 48.00' —n26')L- 01 16.50' THIS DRAWING IS PROVIDED FOR REFERENCE ONLY. HOOD CONTRACTOR SHALL SELECT AND CERTIFY ALL EXHAUST/M.U. AIR FANS. ALL SYSTEMS SHALL MEET ALL APPLICABLE REQUIREMENTS OF STATE AND LOCAL CODES AND OTHER REQUIREMENTS AS SHOWN IN DESIGN DRAWINGS. DUCTWORK FOR HOOD #4 8'11' EF-4 _U TOP FLANGE MUST HE WIDE ENOUGH TO 'CAP' CURB L16'(X12h-J NOTE, INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH CAPTIVE AIRE TO PROVIDE: 1 — STRAIGHT PIECES OF DUCT (SEE ABOVE) 1 — TRANSITION DUCT (SEE ABOVE) NOTE -INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH 288.00' TWO OR MORE r y 'u-' ... &Rik THESE PLANS AND ALL ROO AND SUBJECT TO A REQUIRED BY FIELD I IN MAY BE NECESSARY COMPLY WITH ALL A PLIC tS THAT :R TO CODES. )UCTWORK FOR HOOD #5 EF-5 r-14'(SO)—i jTOP FLANGE MUST BE WIDE ENOUGH TO I 'CAP' CURB A0'<X114— I I� NOTE- INSTALLER TO CUT STRAIGHT DUCTS TO CORRECT LENGTH _610X114- CAPTIVE AIRE TO PROVIDE: 1 — OFFSET PIECES OF DUCT (SEE ABOVE) 1 — TRANSITION DUCT (SEE ABOVE) JOB GOLDEN CORRAL - PORT ST, LUCIE FL LOCATION PORT ST. LUCIE FL DATE 09/15/06 JOB # DWG # GCPSTLUCIEFL8 DRAWN BY CRC REV. 1,00 SCALE NOT TO SCALE Revisions THRU ADDENDUM "A" 1/20/06 PROJECT DATE 3/28/08 DRAWN BY CRC CHECKED BY Sheet No. VV Z:\2005\05125 — GC Port St. Lucie, FL\V8AA.dwg Apr 4, 2008-1:27pm Proiect No.05125.00 DIVISION 0 - INSTRUCTIONS TO BIDDERS DIVISION 1 - GENERAL REQUIREMENTS 01010 SUMMARY OF WORK 01500 TEMPORARY FACILITIES DIVISION 2 - SITE TI= 02070 DEMOLITION 02110 CLEARING AND GRUBBING 02200 EARTH WORK 02280 SOIL TREATMENT 02510 ASPHALT PAVING 02700 SITE DRAINAGE 02800 SITE UTILITIES DIVISION 3 - CONCRETE 03300 CAST -IN PLACE CONCRETE 03500 CEMENTITIOUS ROOF DECK DIVISION 4 - MASONRY 04200 UNIT MASONRY DIVISION 5 - METALS 05500 METAL FABRICATIONS DIVISION 6 - WOOD AND PLASTICS 06100 ROUGH CARPENTRY 06115 SHEATHING 06190 PREFABRICATED WOOD (ROOF) TRUSSES 06195 PREFABRICATED WOOD BEAMS AND JOISTS 06200 FINISH CARPENTRY DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 BUILDING INSULATION 07310 ROOF SHINGLES 07460 SIDING 07510 BUILT-UP ASPHALT ROOFING SYSTEM 07530 SINGLE -PLY MEMBRANE ROOFING SYSTEM (ALTERNATE) 07600 SHEET METAL 07900 JOINT SEALERS DIVISION 8 - DOORS, VNNDOYYS AND IN" 08100 STEEL DOORS AND FRAMES 08200 WOOD DOORS 08355 TRAFFIC/IMPACT DOORS 08400 ALUMINUM ENTRANCES AND STOREFRONTS 08710 FINISH HARDWARE 08800 GLASS AND GLAZING DIVISION 9 - FINISHES 09250 GYPSUM DRYWALL 09300 TiLE WORK 09510 ACOUSTICAL CEILINGS 09540 FIBERGLASS REINFORCED POLYESTER (FRP) BOARD 09650 RUBBER FLOOR TILE 09900 PAINTING 09960 VINYL WALL COVERING 09980 PREFINISHED DIVISION 10 - SPEINALMES 10155 TOILET PARTITIONS AND ACCESSORIES 10710 AWNINGS DIVISION 11 - EQUIPMENT 11172 WASTE COMPACTOR DIVISIONS 12, 13. 14. - NOT USED DIVISION 15 - MECHANICAL 15400 PLUMBING 15500 HEATING VENTILATING AND AIR CONDITIONING DIVISION 16 - ELECTRICAL 16100 BASIC ELECTRICAL REQUIREMENTS 16200 BASIC MATERIALS AND METHODS 16400 SERVICE AND DISTRIBUTION 16530 SITE LIGHTING CORPORATE VENDOR LIST 1. Bidders shall carefully examine the documents and the construction site to obtain first hand knowledge of existing conditions. Contractors will not be given additional compensation for conditions which can be determined by examining the site and documents. Only dated documents Issued for Construction" and sealed by the Architect and/or Engineer shall be used for bidding and construction purposes. 2. Bidders shall careful) examine the drawin s and Y gg ospecifications for compliance with all a Iicable codes rdinances and regulations, as well as for any conflict, error or omission. Non-compliance must be reported immediately in writing to the Owner or Franchisee. Contractors will not be given additional compensation for deviations not so reported prior to contract award. 3. Insurance and Bonds A. The insurance required by subparagraph shall be written for not less than any limits of liability required by law or by those set forth below, whichever is greater. All companies must be licensed to do business in the state and/or jurisdiction of the project. B. Workmen's Compensation: Each contractor shall take out and maintain during the life of this Contract, Workmen's Compensation Insurance for all of his employees employed at the site of this work. For work sub -contracted, the contractor shall require the subcontractor similarly to Provide Workmen's Compensation Insurance for all the atter's employees unless such employees are covered by the protection afforded by the contractor. Should any employee engage in hazardous work under this Compensation Statute, each contractor shall provide and cause each sub -contractor to provide adsquate coverage for the protection of his employees not protected otherwise. Provide employer's liability coverage of $100,000 aggregate. C. Comprehensive General Liability Insurance: Minimum Bodil Injury limits of $1,000,000 for each occurrence and 1 000 000 aggregate. Maintain Proppert Damage Insurance with minimum limits of $100,000 for eachg occurrence and $100,000 aggregate. D. Contractual Liabilityy. Bodilyy injury $1,000,000; Proppertyy Damage $1,000,000 each occurrence; and $1,000,000 aggregate. E. Personal Injury. $1,000,000 aggregate. F. Comprehensive Automobile Liability insurance for all owned, non owned, and hired vehicles: Minimum limits for Bodily Injury of $1.000,000 for each person and $1,000,000 for each accident and Property Damage minimum limits of $1,000,000. G. Each contractor shall purchase and maintain during the life of this contract, such Property Investment and Builders Risk Insurance upon the entire work at the site in the amount of 100% of his contract.. This insurance, including off -site stored materials shall include the interests of the Owner, the Contractor, the Sub - Contractors, and sub -sub -contractors in the work and shall insure against the perils of fire, extended coverage, vandalism, theft, and malicious mischief. If by the terms of this insurance any mandatory deductibles are required, or if the contractor should elect, with the concurrence of the Owner, to increase the voluntary deductible amounts, the contractor shall be responsible for payment of the amount of deductible in the event of a paid claim. H. Before an exposure to loss may occur, the contractor shall file with the Owner or Franchisee a copy of each policy that includes insurance coverage required by this paragraph. Each policy shall contain all generally applicable conditions, definitions, exclusions, and endorsements related to this Project. Each policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30 days prior written notice has been given to the Owner or Franchisee. 1. In waiving rights of recovery under terms of this paragraph, the term "Owner" or "Franchisee" shall be deemed to include his employees and the Architect and his employees as the Owners representatives as provided for in the Contractor Document. J. Bonds: Each prime contractor shall furnish a Performance Bond in an amount equal to one hundred percent (100%) of the Contract Sum as security for the faithful performance of this contract and also a Labor and Material Payment Bond in an amount not less than one hundred percent (100%) of the Contract Sum or in a penal sum not less than that prescribed by State, Territorial, or Local law, as security for the payment of all persons performing labor on the projec tunder this cotract anfurnishig materials in connection with this contract. The Performance Bond may be in one or in separate instruments in accordance with local law and shall be delivered to the Owner or Franchisee not later than the date of execution of the contract. K. Furnish three copies of certificates herein called for and specifically set forth evidence of all coverage required. Each contractor shall furnish to the Owner or Franchisee copies of any endorsements that are subsequently issued amending coverage or limits. 4. It is not the intent of these specifications to restrict unduly the selection of materials and equipment, but to provide a standard of product, workmanship and performance. Where a particular system, product or material is specified by name, it shall be considered as best suited because of its quality appearance or function in the work. Other products considered equivalent to the specified items may be used, providing the Contractor obtains, in writing, the consent of Golden Corral to make such substitutions. If not approved, the Contractor shall furnish the product specified. 5. Change in Work - The Owner or Franchisee, without invalidating the contract, may order changes in the work within the general scope of the contract consisting of additions, deletions or other revisions, with the contract sum and contract time being adjusted accordingly. The subsequent AIA Change Order Form will be submitted by the Contractor, with all appropriate substantiating documentation, so that the Contract Sum might be modified prior to start of revised work or oredering revised materials. 6. Contractor shall secure certification of inspections and occupancy from authorities having jurisdiction and deliver them to the Owner or Franchisee upon completion of the work. Contractor and subcontractors shall pay all required fees, obtain and pa for all permits required in connection with the execution of their work. Inspections and Tests required to establish compliance with the Contract Documents, for General Construction except as otherwise provided in the Contract Documents, will be made by the General Contractor. 7. A qualified/competent job superintendent must be on the job site at all times during the course of construction and completion of the punch list. 8. Project Meetings A. Pre -Construction Conference 1) A meeting will be schedule within 5 days after Date of Notice to Contract. Representatives of the Owner or Franchisee and his consultants, all Prime Contractors, Major Sub -Contractors, representatives of Governmental or other regulatory agencies shall be in attendance. Ow ner wner or Franchisee will be responsible for schedulingand conducting the Pre - Construction Conference and the distribution of the minutes to all attendees. 2) Minimum agenda shall include: a. Distribute and discuss tentative construction schedule as prepared by the General Contractor. b. Critical work sequencingand relation and coordination of Prime Contractors. C. Designation of responsible personnel. 9 P d. Processingof field decisions and Change 9 orders. e. Adequacy of distribution of Contract Documents. f. Submittal of shop drawings, project data and samples. g. Procedures for maintaining Record Documents. h. Use of premises including office and storage areas. Owner's requirements. I. Major equipment deliveries and priorities. Safety and first -aid procedures. i<. Security procedures. I. Housekeeping procedures. B. Progress Meetings 1) The Owner or Franchisee shall establish the dates for the progress meetings. The General Contractor or his representative shall coordinate and distribute agenda at least five 5 calendar do prior and conduct regularly scheduled meetings at the site for the purpose of receiving reports from the various contractors on the progress of the work. The minutes of the meeting will be recorded by the General Contractor and distributed to all interested parties. 2) It Is required that each Prime Contractor be present for purposes of reporting his status in regards to the progress of the work and assist In proper coordination of the entire project. 3) Agenda shall include: a. Review, minutes of previous meeting. b. Review work progress since last meeting. C. Note field observations, problems and decisions. d. Identify problems which impede planned rogress. e. eview off -site fabrication problems. f. Develop corrective measures and procedures to regain planned schedule. g. Revise Construction Schedule as indicated. h. Plan progress during next work period. I. Coordinate projected progress with other prime contractors. j. Review submittal schedules, expedite as required to maintain schedule. k. Maintaining of quality of work standards. 9. Shop Drawings and Samples A. General 1. All shop drawings and samples shall be submitted by each contractor to the Owner or Franchisee. 2. Shop, erection, and setting drawings, certificates, catalog cuts and schedules required for work of various trades, shall be checked before submission as hereinafter specified, by technically qualified employees of the Contractor for accuracy, completeness, and compliance with contractor documents. All submittals shall be stamped and signed byContractor certifying to such check and must be accompanied by transmittal signed by the Contractor. Submittals which do not bear the Contractor's stamp and signature will be returned without review. 3. When requested by the Owner or Franchisee, the Contractor shall submit shop drawings, erection or setting drawings and schedule of various items of the work, whether or not such drawings or schedules are specifically mentioned in the technical sections of the specifications. 4. Shop drawings and samples shall be dated and contain: Name of the project, description or names of equipment, materials and items, and complete identifications of locations at which materials or equipment are to be installed. 5. No portion of the work shall commence nor materials ordered until the shop drawings and samples relative to this portion have been reviewed for compliance by the Owner or Franchisee. All portions of the work to be done in accordance with shop drawings and samples bearing the stamp of the Owner or Franchisee. B. Submittal 1) For all shop drawings, submit one unfolded reproducible sepia of each drawing to allow the Owner or Franchisee to make comments if required and retain sufficient prints. Each drawing shall have a clear space for stamps. When phrase "by others" appears on Shop Drawings, the contractor shall indicate on drawing who is to furnish material or operations so marked before submittal. 2) For standard catalog cuts and illustrated items not requiring special shop drawings, submit four (4) copies for the Owner or Franchisee to review for compliance with contract documents. C. Schedules The Contractor shall submit a shop drawing submittal schedule to the Owner or Franchisee no later than the first Application for Payment submittal. The shop drawing schedule will be prepared in conjunction with the C.P.M. project schedule. D. Samples The Contractor shall be responsible for securing and submitting samples as specified and/or as required by the Owner or Franchisee for his selection and/or review of the products, finish, and colors. Samples shall carry the some identifying items as Shop Drawings. MOO 1 - GE ER L RES UISEMENIM E. Shop Drawings D. Guarantee 1) Shop drawings and/or catalog cuts of all fabricated 1) Nelther the final certificate of payment nor any SECTION 01010 - SUMMARY OF W= parts and items shall be submitted for review to the provision in the Contract Documents nor partial or Owner or Franchisee. All such data shall be entire occupancy of the premises by the Owner or 1. The work in the contract consists of the construction and submitted through _the contractor with such Franchisee shall constitute an acceptance of work completion of a restaurant building, including all its as to cause no delay to an of the work. not do a in accordance with the Contract Documents appurtenances, site work, landscaping and any of its site promptness y y or relie a the Contractors of liability in respect improvement required or necessary, shown on the drawings; all 2) When catalog cuts are submitted, the specific items to any express warranties or responsibility for in accordance with these specifications and the accompanying to be considered will be identified by the some faulty materials or workmanship. drawings, excepting only those items specifically shown or noted on the drawings, within the specifications, or in the nomenclature and/or item number used on the drawings 9. P / 9 or in the specifications. The some identifications 2) The Contractors shall remedy any defects in the contract. shall be used on Shop Drawings, work, aid ppay all expense for any damage to other work resulting therefrom, which shall appear within 2. Work by others: 3) The Owner or Franchisee shall review such drawings, a perio I of one (1) year from the date of final schedules and data only for conformance with the acceptance of the work unless a longer period is A. Freestanding Sign: Responsibility for furnishing and design intent of the project and compliance with the specified elsewhere. The owner or Franchisee will erecting the freestanding sign (paid for by the Owner or information iven in the Contract Documents. The give notice of observed defects with reasonable Franchisee) will be with the sign company, as will the g promptness. Where Items of mechanical equipment permits and engineering requirements relative to sign Contractor shall make any correction required rr the - 9 9 q 9 Owner or Franchisee and shall resubmit the corrected carry a manufacturer's warranty of longer than one and footing. Sign company will be responsible for sepia plus three (3) prints for final review. (1) yea , the manufacturers warranty shall be construction of footing and electrical' connection of the considered the period of guarantee. sign on the property. Contractor to provide conduit and 4) The Owner or Franchisee will not undertake the 3) Each prime contractor shall be responsible for wiring to sign location. determination of dimensions which by their nature, Fillg p oper otice with the manufacturer of must be established from field measurements. The ma�en Is an equipment which carry a warranty, if determination of such dimensions shall be a part of such notice is required. B. Illuminated Building Sings: Shall be supplied and the contractor's check and coordination of shop 13. Project Record Documents installed by the sign company, paid for by the Owner or drawings. Franchisee. Final electrical connections by the sign A. Maintenance of Documents company, Contractor to provide conduit and wiring to signs 5) The final review of shop drawings by the Owner or locations. Franchisee shall not relive the contractor from the 1) Maintain at the job site, one copy of contract responsibility for conforming to the contractor drawings, specifications, addenda, shop drawings, C. Equipment: Refer to Equipment Drawings (Sheets F1 - F7) documents unless there is an accompanying letter chang orders, other modifications to contract, and from him which explicitly states that a deviation is field reports. to be made and written approval is obtained for such 1) All equipment noted as furnished by Furnishings and 2 Store record documents in field office apart from n Contractor it r deviation, nor shall final review of Shop Drawings ) p Equipment Cont ac or will be purchased. relieve him of the responsibility for errors in or documents :,used for construction. Maintain in clean, shipped, unloaded, assembled and set in place by that coordination of his work, dry legible condition. Contractor. 10. Schedule of values: 3) Do not use record documents for construction 2) All equipment noted as furnished by Furnishings and purposes. Equipment Contractor shall have all utility A. General connections and final installation executed by the B. Monitoring D vices General Contractor unless otherwise noted. 1) Submit to the Owner or Franchisee a "Schedule of Values at least ten (10 days prior to first 1) Provide felt marking pens for marking conforming to 3) Receipt of Equipment - During the course of Application for Payment. foilowi g code: construction, various deliveries of equipment and miscellaneous items will be .made to the job site by 2) Upon request by Owner or Franchisee, support values a. Back for Architectural and Structural Work. common carrier. If during the receipt of those given with data that will substantiate their b. Red for HVAC and Plumbing Work. items by the contractor's representative, any correctness. C. Orange for Electrical Work. missing or damaged items are observed, the receiving person shall: 3) Use Schedule of Values only as a basis for Contractor's Application for Payment. C. Recording a. Make a notation of the discrepancy on the delivery ticket. B. Form of Submittal 1) Label each document "PROJECT RECORD" and keep record b. Call the delivery carrier and advise him of the documents current. problem. 1) Submit Schedule of Values on AIA G702 and G702A. C. Contact the Owner or Franchisee. 2) Do not permanently conceal any work until required 2) Use the Construction Specifications Institute (CSI). information has been recorded. 4) Walk -In Coolers/Freezers are to be furnished and installed by the Refrigeration Contractor. Said C. Preparing Schedule of Values 3) Contract Drawings: Legibly mark to record actual Contractor shall install all equipment related to construction. coolers freezers as designated on the drawings and 1) Itemize separate line item cost for each of general make final electrical connections. cost items such as: Performance and Payment Bonds, a. D the of various elements of foundation in Field Supervision and Layout, Temporary Facilities r ation to ground floor level. D. Contact Owner regarding questions about installation of and Controls. b. H rizontal and vertical location of underground equipment. Various equipment by others will be tilities and appurtenances referenced to installed, provided and/or furnished to complete the 2) Itemize separate line item cost for work required by permanent surface improvements. Project. It is the responsibility of the Contractor to each section of this specification. QR� c. L cation of internal utilities and fully acquaint himself with the exact extent of all work SEA $ pPPurtenances concealed in construction and/or equipment which will be included within the 3) Round off figures to nearest dollar. QROQG �G�ON r ferenced to visible and accessible features completed Project. \,\ R(2 q'f structure. E. Interior Si na a Furnished and installed b the 4) Make sum of total costs of all items listed in 'a®P ��Ny GQ 0�2SS`" d. Fi'eld changes of dimensions and details. g g y schedule equal to total Contractor Sum. P\ P'\AS j10 1 �QEG1 �, .1 � e. C anges made by Change Orders or Field Orders. Furnishings and Equipment Contractor. G \N (ZO E f. Details not on original contract drawings. 5] Itemize separate line item costs forSl a gI2 p\E\® \\.1 GOB SECTION 01'.i00 -TEMPORARY FACILITIES materials. Q ®, \� PN \R�a 6tj $t Q\. - 4) Specifications and Addenda: Legibly mark up each 11. Payments and Completion R�gV 5tN� �� P Sectio to record: 1. Furnish all labor, materials, equipment and services necessary P�, \ZH P to erect and maintain temporary facilities and perform A. The form of A lication for Pa ent shall be Alt a. M nufacturer, trade name, catalog number, and temporary work required in the performance of the Contract and pp Ym u plier of each product and item of equipment as noted in this section. G702, May 1983 Edition, Application and Certif or pp ctuall installed. Payment, su ported b AIA Document o'ny um nt G702A ant Ym pP Y b. Changes made by Change Order or Field Orden 2. TemporarySanitary Facilities for the workmen shall be Sheet. Until final payment, the Owner or Franchisee will c. 0 her matters not originally specified. furnishedinstalled and maintained by the General Contractor. pay 90 percent of the amount due each contractor on Permanent toilets installed on the Project shall not be used account of progress payments. D. Submittal during construction of the project. Clean fresh, drinking B. Payment will be made for material stored off -site if the water shall be furnished b the General Contractor. All such Ym 1 At co lotion of project, deliver record documents y material is stored in a bonded warehouse and insured to facilities and services shall be furnished in strict to Ow completion or Franchisee. accordance with existing governing health regulations. 100 percent of it's value. Invoices shall be required and the Owner or Franchisee shall have access to the 2) Accompany submittal with transmittal letter in 3. Temporary Heat shall be provided by the General Contractor, as premises. duplicate containing: required, during the period of the construction. All costs of 12. Project Closeout heat shall be borne by the General Contractor until Owner or J a. D to and project title and number. Franchisee receives beneficial occupancy of the building, then b. C ntractor s name and address. the Owner or Franchisee will share heat cost on a pro -rats A. First Inspection C. C rtification that each document as submitted basis for areas occupied until Final Acceptance. 1 U on completion of project and prior to issuance of i complete and accurate. P P P 1 p d. S gnature of Contractor, or h au izele ical Service and Lighting shall be provided final payment certificates, a final inspection shall representative. COIct,',_ by the General Contractor, as required. This be scheduled. (first the General contractor and n ui ment or fixture installation during other rime contractors will perform on Inspection). P I q d ing PE p b phe Owner or Franchisee anThis ins ection .shall be set b the General 14. Administration of ontracty t d his separate p y contractors T� ar for substantialo I P Contractor after conferring with other prime Irk completion etion of the work. General Con y Time extensions tractor shall a cost of temporary electrical to signs will not be ranted for rain wind snow, or pay P Y contractors as in the nature of theirntr 9 position serviceprovided. other natural regarding such inspection. The General Contractor tural phe omens of NORMAL INTENSITY for the locality shall then call for a final inspection by the Owner where work is per armed. For purposes of determining extent or Franchisee. of del a attribute Is to UNUSUAL WEATHER PHENOMENA, a S. A Temporary Telephone shall be provided by the General determination shal be made by comparing the weather for the Contractor on the site for construction use. 2) Each Prime Contractor shall be present at the final contract period In olved with the average of the preceding inspection as well as the Owner or Franchisees five (5) year climate range during the some time interval 6. Temporary Facilities shall be removed by the General representative, State Agencies, and such persons as based on the Notarial Oceanic and Atmospheric Administration Contractor upon completion of the Project, at no additional may be designated by the Owner or Franchisee. National Weather Servilce statistics for the locality where expense to the Owner or Franchisee. work is performed and on daily weather logs kept on the job p 7. The General Contractor shall provide a separate minimum 3) Should defects or discrepancies be encountered, a site by the Conte ctor reflecting the effect of the weather on p p 25 listing of such items will be supplied to all progress of the w rk. long enclosed and secured office/storage trailer to the job parties. site for receipt and securing various drop -ship items. B. Record Drawings B. Each Subcontractor, at all times, shall keep the premises free from accumulations of waste materials or rubbish caused by his operations and shall dispose of such waste material as per local 1) As work progresses, record on one set of drawings all changes from the installations originally and state ordinances. At the completion of the work he shall indicated. Record final location of lines by remove all his waste materials and rubbish from and about the distance from finished inside walls and floors. job as well as his tools, construction equipment, machinery and surplus materials. 2) The Prime Contractors shall, upon completion of the 9. No signs shall be erected on the job site unless approved b work, furnish a marked set of the drawings showing Owner or Franchisee. pp y the field changes affecting the various mechanical trades, such as plumbing, heating, ventilating, site utilities, electrical, as actually installed In the 10. GC shall provide 40 yd. dumpster on site during equipment delivery locations and deliver them to the Owner or and setup with (2) dumps duirng the set-up process. Franchisee for approval and record. G.C. shall only provide separate recycle, cardboard dumpster if 3) Drawings shall be of the some size and scale as the required by local code or at owner's discretion. Contract Documents except that larger scale drawings may be required where clearances are close. 4) Final pa ent will be contingent upon receipt of Record Drawings, and Project Maintenance Manuals which are acceptable to the Owner or Franchisee. C. Maintenance Manual 1) Each Prime Contractor shall, prior to completion of contract, deliver to the Owner or Franchisee two (2) copies of a manual, assembled and bound. 2) Each Prime Contractor shall for this manual, obtain from subcontractors, literature of manufacturers relating to equipment including motors, also furnish cuts, wiring diagrams, and related data including parts lists and numbers, instruction sheets and other information pertaining to some that will be useful to the Owner or Franchisee in overall operation and maintenance. Literature previously submitted with shop drawings which will be useful to the Owner or Franchisee shall also be included in this manual. 3) Include in the manual, the name, address, and phone number of the nearest sales and service organization for each item. All such data shall be assembled In a reasonable order, bound in hardcover, three ring notebook, complete with a typed page of contents. QM M N O! �A v UV -M °PI b z„ E c ' Uo _„ got ro m roo ro� 0 �m 9m aP w n c (! k o0 WX rb M� Z gg OV a 1 w� 3 lg> zm oa 12 K VJm oiEa y3 i(n� .3ig (n O UO O��F �oZao�a W W w$iEwoa W c�oy�o z �R �U <omom Kuzz- o Bo` go a.sF1'"r� U6 NQU WHKOW _Zooz�F oo °r' n om J2 LL LU N Z O 4 J a U L W ZZ" (!# 0_ N Q O J v U •3 p J I I Revisions THRU ADDENDUM "A" 1/20/06 PROJECT DATE 04/02/08 DRAWN BY LMHA CHECKED BY EAH Sheet No. SPi Z:\2005\05125\SP1AA.dwg Apr 4, 2008-4:06pm Project No. U,D125.UU SECTION 02070 - DEMOLITION 1. Demolish existing structures necessary for the completion of the work, except as noted to remain. Notify all utility companies and arrange for cut-off of all facilities and protect all remaining facilities. Remove all demolished material from site unless otherwise stated in the Contract and disposed of in accordiance with local and state ordinances. 2. At paving/parking areas, existing structures shall be removed to 1'-6 below existing grade, or proposed grade, or a depth which will provide proper soil bearing. Existing structures shall be removed entirely when in conflict with new structure. 3. All existing underground utilities shown are approximate and are to be verified by each Subcontractor. Owner or Franchisee does not accept any responsibility for the accuracy of the location of existing utilities indicated on the Drawings. Verify location of existing utilities and exercise every precaution when working on or near these areas, to avoid damage to those existing facilities. Utility lines may be encountered in excavations that were not known (or shown to exist), so caution should be taken in all excavations. Active or inactive utilities encountered shall be handled in accordance with the requirements of the utility companies. 4. Toxic Materials: If the presence of any toxic (i.e. aspestos, PCBs) material is suspected or discovered, the General Contractor shall stop work immediately and notify Owner or Franchisee. Contractor shall not undertake analysis or removal of suspected materials. SECTION 02100 - CLEARING AND GRUBBING 1. Remove all trash, rubbish, trees and stumps from the entire lot. unless noted otherwise on site plan. 2. Remove the entire depth of topsoil from areas to be occupied by buildings, roads, parking areas and walks, and dispose of as per state and local ordinances, except that which is to be placed in landscaped areas. 3. Protect against damage any existing lawns, shrubs, trees, roads, walks and other work that is to remain in place. SECTION 02200 - EARTHWORK 1. General Contractor shall establish two bench marks off site, prior to excavation. Elevation of bench marks shall be coordinated with bench marks established by licensed surveyor, and listed on site plan. 2. A soils report shall be prepared by an independent company and provided to the General Contractor for reference only. Subsurface conditions and soil bearing capacity are not warranted by the Architect or the Owner or Franchisee. 3. All site preparation data found in the drawings and/or specifications is intended to be minimum acceptable site standards. The soils report is based upon the subsurface conditions at the actual building site. If the soils report lists an allowable load bearing capacity of the site soil that is less than the required capacity of paragraph 10, Owner or Franchisee shall be notified immediately if the soils report outlines a more rigorous method of subsurface preparation than is herein outlined, the requirements of the soils report shall govern. Verify frost protection requirements prior to excavation. 4. The general Contractor shall be responsible for notifying the Owner or Franchisee immediately of any special soil or water conditions that are present on a particular site. Do not proceed with further work until so authorized. 5. The General Contractor shall provide the Owner or Franchisee with soil tests by an independent laboratory, approved by the Owner or Franchisee, on all compacted fill as follows. One Standard Proctor on fill material six density tests on compact fill at locations directed by the Owner or Franchisee. 6. Excavate for building foundation, structures, and adjacent areas, to grades and levels as indicated on plans. 7. include miscellaneous excavation as indicated on drawings or in specifications for footings, underground utilities, steps, ramps, retaining walls, light poles, post holes, dry wells, area drains, etc. 8. Materials to be excavated are assumed to be earth, or other materials that can be removed by power shovel or other normal excavating equipment, but not requiring the use of explosives or drills. If other is encountered within the limits of the excavation, notify the Owner or Franchisee immediately. 9. Maintain temporary barricades, fences and bridge ground excavated areas. Provide warning signs and/or lights as required by Code to protect public and workmen from injury during work carried out under this Contract. 10. Suitable bearing for foundations - All wall footings and column footings shall rest on soil having a minimum soil bearing capacity of 2500 Ibs per square foot. Contractor shall provide a soils report prepared by a licensed professional engineer to the Owner or Franchisee prior to construction. Refer to soils report for specific recommendations. Provide compaction of existing subgrade soil and new fill in compliance with AASHTO T-99, Method D, also known as ASTM D698, Method D. Fill material shall be at optimum moisture content for compaction. 11. Cohesive Subgrade: 95% compaction Non -Cohesion Subgrades: 100% compaction 12. Compaction certificates are mandatory for parking lot, building slab, and foundations sub -grade. 13. If suitable bearing is not encountered at the dept indicated on drawings for foundations, the contractor shall immediately notify the Owner or Franchisee. Do not proceed further until instructions are given by authorized representative of the Owner or Franchisee. 14. Fill under paved areas and exterior slabs on grade shall be compacted to 95% standard proctor. Deposit fill material in horizontal layers not exceeding 4 inches in depth and compact each layer with a mechanical tamper. 15. Fill for unpaved areas shall be clean earth, free of all objectionable foreign objects. 16. Rough grade entire areas of property to reasonable true and even surfaces. Slope earth away from building walls to facilitate drainage. Paving and walks shall be graded to the underside of pavement, planting areas to 8 inches below finish grade and lawn areas to 4 inches below finish grade. 17. Finish Grade - Spread stockpiled and/or new topsoil evenly over lawn and planting areas, bring to finish grades, allowing for settlement. SECTION 02M - SOIL TREATMENT 1. Contractor shall provide a concentrate mixture of EPA approved toxic chemical mixture to 5'-0" outside building limits. 2. Contractor shall provide a one year warranty of termite treatment by an applicator approved by the Owner or Franchisee. SECTION 02510 - ASPHALT PAVING 1. Asphalt paving data found in these specifications is intended to be minimum acceptable standards. If the soils report outlines a more rigorous method of subsurface preparation and paving than is herein outlined, the requirements of the soils report shall govern. 2. Materials A. Base shall consist of 6 inches of water bonded lime stone, crushed rock or suitable local material. B. 2 inches thick bituminous concrete hot plant mix asphalt shall be applied over base. Minimum temperature at time of placement shall be 225 degrees F. 1) ' Coarse agggreggate (retained on the No. 8 sieve): ASTM C-131 (lotest edition) no more than 40% wear. 2) Slog: Air cooled, blast furnace 'slab, with com acted weight of not less than 70 pounds, ASTM 29 Flatest edition) 3) Fine Aggregate: ASTM D-424 (latest edition) with a plasticity index of not more than 6. latest edition 4) Filler: ASTM D-242 ( ). 5) Bituminous Material Type and Grade Specifications Mixing Temp Asphalt Cement AASHTO M 20 or 275-325 Deg 85-100 pen ASTM D-946 (latest edition C. Paint for pavement marking shall be yellow non -reflective paint conforming to the requirements of AASHTO M248. Paint shall be applied in accordance with the material manufacturer's recommendations. Width of lines shall be 4 inches unless otherwise indicated. 3. Subgrade shall be free of extraneous materials. Proof roll soil subgrade with heavy, pneumatic -tire equipment immediately prior to placing stone base. Any soft or unstable zones detected thereby should be undercut to firm soil and backfilled with engineered earth fill compacted as specified in Section 02200. The subgrade for all pavements shall be uniformly stable before an stone base is installed. No base material shall be placed ifthesubgrade indicates pumping. 4. Surface preparation, spreading, and Iay'ng, compacting and rolling operations shall conform with Asphalt Institute recommended specifications. 5. Inspect area to be paved and insure that all subgrade conditions are sufficiently carried out to insure a good Paving job. A finished surface shall not vary more than 1/8 inch in 10 feet when tested with a straight edge applied parallel with or at right angles, to centerline of asphalt surface. Humps or depressions which exceed specified tolerances or which retain water shall be immediately corrected by removing the defective work and replacing it with new material, at the contractor's expense. 6. Lot core samples may be taken at locations determined by the Owner's or Franchisees representative to determine compliance with these Specifications. SECTION 02700 - SITE DRAINAGE 1. Storm Sewers: Where a storm water drainage system is required, the Contractor shall furnish all labor and materials necessary to complete the system as required by local code, and as shown on the drawings. 2. Surfaces Drainage: Contractor shall furnish surfaces to slopes indicated on the site plan to obtainpositive drainage of the surface water. 3. Silt and Erosion: Contractor shall be responsible for preventing silt from the site being carried by surface run-off and deposited on adjacent properties and drainage courses. Settling ponds and/or hay bales arranged to filter out silt shall be constructed as required by local codes and authorities having jurisdiction. Barricades are to be constructed prior to any construction, maintained during construction, and not to be removed until after paving and landscaping are completed. SECTION 02M - SITE UTILITIES 1. Gas, water, sewer, telephone and electric service shall be connected to existing utilities by Contractors as required by utility companies. 2. See Section 16530 for Site Lighting. SECTION - CAST -IN -PLACE CONCREM SECTION 04200 - UNIT MASONRY SECTION ONOD - METAL FAMCA11ONS 1. All concrete work shall conform to all requirements of 1. Furnish all masonry units in the sizes and shapes as shown on 1. For fabrication of miscellaneous metal work which will be 10. Erection of Studding. q the drawings or as required to complete the work. exposed to view, use only materials which are smooth and free American Concrete Institute ACI ea and applicable sections of of surfaceblemishes including pittin , seam marks, roller A. Install components in accordance with manufacturer's ASTM C-94 (latest edition) for Ready Mixed Concrete. 2, Concrete MasonryUnits shall be li htwei ht Grade N load g instructions g gg marks, rolled trade names and roughness. bearin units, Type II, conforming to ASTM C-90 (latest I _ B. Align floor and ceiling tracks; locate to wall layout. 2. All concrete shall be transit mixed concrete, 3% to 5% air 3 2. Rolled steel sha es, lutes and bars shall conform to ASTM edition . p P Secure in lace with fasteners or welding at wmaxim ings. 24 entrained, and shall attain a minimum compressive strength of Designation A36 (latest edition). (36,000 psi). p 3000 psi in twenty-eight (28) days. 3. Brick Masonry Units (Brick Veneer) shall be ASTM C 216. inches or maximum spacing as shown on drawings. inches. manufactured b 3. Standard bolts and nuts for wood to steel connections) shall C. Place studs at maximum spacing as shown on drawings; not 3. Slump: Maximum allowable slump will be five (5) For Eastern States, brick shall be face brick a i m Y conform to ASTM A307, (latest ed). Grade A hexagonal head. Cunningham Brick Co. See Corporate Vendor List, sheet SP5 for more than 2 inches from abutting walls and at each side 4. Concrete Materials contact &address. 4: High strength 'bolted connections shall conform to ASTM A-325: of openings. - Connect studs to tracks using fastener method. A. Portland Cement: Grey Portland Cement, ASTM C-150 For Western States, brick shall be face brick as manufactured 5. Welding s all be performed with E70XX electrodes o a' (latest edition) Type 1. All concrete shall contain not y D. Erect load bearing studs one piece full length. Splicing less than five bags of cement per cubic yard. by "Acme Brick Company", see Corporate Vendor List, sheet SP5 certified welder. All welding shall conform to AWS DT, 1-90. of studs is not permitted. B. Aggregates: ASTM C-33 (latest edition) Maximum size 3/4 for contact & address. 6. Galvanize ferrous metal exposed to exterior, or concrete E. Erect load bearing studs, brace and reinforce to develop inch. 4. Mortar Materials ((g other than reinforcing steel) and as noted on the drawings. full strength to meet design requirements. All units galvanized shall be fabricated into the largest practicable section before galvanizing. F. Tracks shall be secure) anchored to the supporting C. Sand: Hord, durable, clean,. sharp, natural sand free A. Mortar: Shall be masonry cement Type S. Y PP g form clay, loam, dust or organic matter.. 7. Steel shapes, plates, bars, and other assemblies shall be hot structure as shown on the drawings. B. Sand: Rescreened, clean, sharp, washed materials, free dip galvanized in accordance with ASTM A123, (latest edition); G. Coin lete uniform and level bearin support shall be D. Water: Clean, potable, free from oil, acids, alkali, from deleterious substances, conforming with ASTM C-144. small steel shapes sheet articles and rough hardware such as p g organic matter and other deleterious substances. provided for the bottom track. C. Water: Clean, potable water, free of deleterious amounts bolts, nuns, and washers shall hot dip galvanized in type to meet ASTM C-260 p accordance with ASTM A386 (latest edition. H. At track butt joints, abutting pieces of track shall be E. Admixture: Air -entraining yp of acid, alkalies or organic materials. securely anchored to a common structural element, or they (latest edition). 8. Shopcoat ferrous metal with fabricators standard lead-free D. Admixtures: The use of an admixtures or antifreezes to " shall be butt welded or spliced together. Y unrvers 1" primer; applX on field coat of primer on all 5. Related Materials lower the freezing point of mortars is prohibited. abraded parts of built-m ferrous metals after installation. 1. Studs shall be plumbed, aligned, and securely attached to A. Vapor Barrier: 6 mil polyethyy{1ene.. " 5. Proportions and use of Mortar: For all masonry, provide Type 9, Corner 9 ards shall be 1 1/2 inches x 1 1/2 inches x 18 gauge the flanges or webs of both upper and lower tracts. B. Grout under steel plates shall be Embeco non -shrink S mortar conforming to ASTM C-270, current edition. Minimumstainlesssteel, satin finish, in various lengths, as grout. compressive strength of mortar shall be 1800 pounds per square manufac ured by Fab-X Metal, Inc" See Corporate J. Framed wall openings shall include headers and supporting inch at 28 days. Vendor ist, sheet SP5 for contact & address. studs as shown on the drawings. 6. Reinforcing Materials shall be uncoated and. free from excessive rust, mill scale, oil, grease, and other deleterious 6. Masonry veneer anchors shall be corrugated metal ties not less SECTION 05 KID - COLD FORMED METAL FRAMING K. Jack studs shall be installed below window sills, above matter. than 22 gauge and not less than 7/8 inch wide and 7 inches window and door heads, at free standing stair rails, and long with one end crimped for attachment to substrate. 1. This work includes load and non -load bearing formed steel stud elsewhere to furnish support, and shall be securely A. Reinforcing Steel: Shall be intermediate grade deformed Anchors shall meet ASTM A153, Class B2. Anchors shall be attached to supporting members. bars per ASTM A615 (latest edition) Grade 60. / exterior all and interior wall framing. sized to extend to within 1. 4 inch of face it brick. Use one L. Temporary bracingshall be provided until erection is B. Steel Fabric Reinforcing: (For concrete slabs) shall masonry anchor for each 1.ed SF In wall, with horizontal and 2, References: p y g vertical spacing not to exceed 16 Inches complete. conform to ASTM A185 (latest edition). See structural A. AS A90 - Test Method for Weight of Coating on Zinc - plans for type and placement. 7. Vinyl masonry flashing shall be 20 mil, PVC sheet. co fed (galvanized) Iron or Steel Articles. M. Wall stud bridging shall be installed in a manner to provide resistance to both minor axis bending and C. Metal Accessories: In accordance with ACI 315 or as 8. Weep holes" shalt be 32 inches on center and be full head height B. AS M A446 -Steel Sheet, Zinc -coated (galvanized by Hot rotation. Bridging rows shall be equally spaced not to shown on drawings. All accessories shall have plastic joint. Keep clear of all mortar. Dip Process, Physical (Structural) Quality. exceed 4'-0" on center. coated legs N. Provide stud walls at locations indicated on drawings as 7, Installation 9. Installation C. AS A570 - Hot Rolled Carbon Steel Sheet and Strip. "shear walls" for frame stability and lateral load Structural Quality. resistance. Such stud walls shall be braced as indicated A. Lay masonry in running bond, with full head and bed A. Reinforcement shall be accurately positioned and secured, y drawings for. special coursing and details for on Ions and specifications Additional studs shall be oinks (see drL g p g D. AS M A611 Steel, cold rolled sheet, carbon, Structural P supported with concrete, metal chairs, spacers, or metal J .work. La out so that not less than 1/3 of a.unit positioned to resist the vertical components as indicated brick ) y on drawings. hangers. Reinforcing bars shall lap 40 bar diameters at is exposed at corners, offsets, bucks, and windows. All E. AW I ((.Association of Wall and Ceiling industries) - g splices. JJoints shall be of uniform width and thickness and shall Sp cifications Guide for Cold Formed Steel Structural be tooled with a grapevine inter after moderate M bers 0. Refer to drawings for locations xt partitions extending B. Slabs: Compact and screed uniformly to grade. Push 9 p p to ceiling only, and partitions extending through ceiling a regate below surfaces with a screen tamper and screed. setting, where exposed to view. to structure above. Follow screedin with a bull float. Wood float and steel F. AW Dt:1 Structural Welding Code. g B. Brick veneer shall ra (mortar) purged in horizontal lifts trowel to a uniform finish free from trowel marks, , P. Coordinate placement of insulation in multiple stud pinholes, or blemishes. No interior floor slab shall as indicated on drawings at anchorage elevations. G. FS TT-P-645 -Primer, Paint, Zinc Chromate, Alkyd type. spaces made inaccessible after erection. receive a curing compound under any circumstances. 10. Clean, all work thoroughly from the to downward using fiber g y p 9 3. System Description Q. Attach cross studs to studs for attachment of fixtures C. Walks: Walks shall be 4 inches thick reinforced by brushes. Remove mortar stains with cleaning compound, rinsing thoroughly with water. All finished surfaces shall be left A. Sizecomponents to withstand design loads as shown on the ' " anchored to walls. 6x6/W1.4xW1.4 Welded Wire Fabric and shall be broom unmarred. drawings. Stud sizes, gauges, and spacing shown are the R Install framin between studs for attachment of finished. Walks shall have sawed or tooled oinks 5-09 maximum with tooled radius edges. install 3/8 inch expansion joints at intervals of not over 25'-0" and curbs similar joints at walls, , etc. Clean and seal joints with sealant. D. Curbs: install 3/8" expansion joints, with non -extruding type bituminous premolded filler strips filled with sealant. Joints to be at 20'-0" centers maximum. 8. Weather Requirements A. Hot Weather Placing: Conform to ACI 305. B. Cold Weather Placing: Conform to ACI 306. 9. Concrete Tests shall be authorized by the Owner or Franchisee on an as needed basis. SECTION ONOO - CEMEN7I71OUS ROOF DECKS 1. The work consists of furnishing all labor, materials, accessories and equipment necessary to cover all areas shown on drawings and specified herein with composite structural roof deck. 2. Cementitious Roof Decking shall be 4 inches thick Tectum' E roof deck, 47 inches wide x ±144 inches long. Consisting of the following: 11/2 inches of Tectum substrate, 2 1/16 inches of Expanded Polystyrene Insulation and 7/16 inches of OSB, Integrally bonded & manufactured by Tectum Inc. or approved equal See orporate Vendor List, sheet SP5 for contact & address. Acceptable Alternate: Fiberplank/UN 3 1/2" thick x 32 wide x 72" long as manufactured by Martin Fiberproofing Corp., See Corporate Vendor List sheet SP5 for contact & address. 3. Shop Drawings shall be submitted to and approved by the General Contractor and/or the Architect before material is delivered to the jab site. 4. Installation A. Structural members should be inspected by the roof deck erectors so that any discrepancies in placement. spacing, or alignment from the shop drawings can be rectified by the Contractor before the roof deck is installed. B. All ends and edges of decking must be continuously supported along the outside walls directly or by supplemental framing as shown on plans. C. Roof planks shall be laid directly on joist with square cut ends butted tightly together. End joints in alternate rows shall be staggered and centered on supporting members. A driving block shall be used to insure tight joints and prevent damage to the plank. The plank shall be supported on the ends and have a minimum bearing on joists of 1". D. All planks shall be fastened to joists by means of metal screws and washers. Screws shall be 1 1/2 longer than the thickness of the specified decking, and a 1 i72" washer must be used with each screw. Provide continuous 3 8" bead of 3M 3414 or equal) construction adhesive at Use (4 fasteners at each end and at each support. Q E. The plank shall be installed with tongue leading. Fasteners shall be installed as soon as the plank is laid before anyone is allowed to walk over the decking. F. Tectum planks shall be cut to fit neatly at walls, parapets, curbs, or other openings. All openings greater than 8 inches in either direction must have additional structural frame support. G. The fastening system shall be specified by Cementitious Deck Manufacturer and shall be capable of withstanding a wind uplift of 30 pounds per sqquare foot and a horizontal diaphragm load of 380 pounds per linear foot. 5. Roof decks shall be on Florida's approved materials list. 6. Alternate A. In lieu of cementious roof deck, general contractor shall provide and install SIP (Structural Insulated Panels) as manufacturered by R-Control Building Systems or appproved equal for the roof deck. Bottom plywood surface shall be T-1-II suitable for staining. Thickness to be determined by manufacturer to meet local loading conditions and spans shown on drawings. Aitenate must be on Florida's approved materials list. minimum standards. mechanical and electrical items, and to prevent stud B. Ma imum allowable deflection 1/360 span. rotation. C. Design a wall system to provide for movement of S. Touch up field welds and damaged galvanized surfaces with components without dame, failure of joint seals, undue primer. st ess on fasteners, or other detrimental effects when . su ject to seasonal or cyclic day/night temperature ranges. D. Design system to accommodate construction tolerances, deflection of building structural members, and clearances of intended openings. ORK 4. QUALITY ASSURANCE POSE�w A. Manufacturer; Comps yy specializing in structural framing A1uLP�� EC110VAS components with five �b) years minimum experience. 0 Ally EC OF2StHAt B. Calculate structural properties of framing members in SU8JEC1 FIELD 1NSPE®RpER10 accordance with AWCI requirements. U1RED 5 spq N CODES. C. Design structural elements under direct supervision of ��6l S E 13E �ECE PLEGABL Professional Engineer experienced in design of structural MPy y Wt1y� Alt LAP b ilding framing members, registered in the state where the COMPL p oject is located. 5. Framing Materials A. S uds, Headers, and Tracks: ASTM A611 ` Grade C She s eel, formed to channel shape, solid or punched web, inimum gaugge as shown on drawings. Minimum yel strength is 33,000 pounds per square inch. 6. Access 'ties lkao A. B acing, furring, braiding: Formed sheet steel, t ickness determined for conditions encountered, rrlanufacturers standard shapes, same finish as framing B. Plate, Gussets, Clips: Formed sheet steel, thickness determined for conditions encountered, manufacturer's s andard shapes, same finish as framing members. 7. Fastene s A. Self drilling, self-tapppping screws, bolts, nuts and Washers: ASTM A90, hot dip galvanized. B. A chorage Devices: Power driven, powder actuated, d filled expansion bolts, minimum size and spacing as smiown on drawings. C.Welding: In conformance with AWS D1.1. 8. Finishes A. Galvanizing: G90 coating class. B. P imer: FS TT-P-645, touch up for galvanized surfaces. 9. Inspection A. V rify that substrate surfaces are ready to receive work. B. Beginning of installation means acceptance of substrate. Ulf MO. ^M 11H ^m N a U m d zP .AEI E Um r ® p Yh m roo do L y ca rov C�' y a ,n � 0 k�l c A U �m 00 ra w��Will 8z�<Oz 3zzlg�6. a*@�am-w zwiwo ffio io15 e�<'�`i � �iEgFa t5 0 u,d�w��mo��o�� a"-'"<wK<<wW w M 3JSynWi�oa<<Wm0 Zm N�< JNO,tAe 6w7�"-1-aOZ 3u1F Iwn��+ O t] (> < Vl n<xo -utz gam• zw w �oLia4� C ao"' i�°o=`�a�w o zooz� o\ o� ®d Q cc 0 lL CO) tll co 1 O 91 U FRI ® LLJ � 2 cn Q = O 09 r JU O 0 p Revisions THRU ADDENDUM "A" 1/20/06 \RAiE TO BUT STfvfiW 1/28/W 6 h\CODE COMMENTS 2/26/09 ■ PROJECT DATE 04/02/08 DRAWN BY LMHA CHECKED BY EAH Sheet No. SP2 Project No.05125.00 SECTION 06100 - ROUGH CARPENTRY 1. Lumber shall be identified by the grade make of an agency certified by the Board of Review of the American Lumber Standards Committee„ and manufactured in accordance with Product Standard PS20-70, published by the United States Department of Commerce. 2. Lumber shall be S4S, seasoned to a moisture content not exceeding 19% and marked S DRY". 3. Provide lumber of the following product classifications in grade and species indicated. A. Studs, plates, interior wall partitions, shear walls, blocking: 1 No. 2 Southern Pine 2 No. 2 Douglas Fir South 3 No. 2 Western Hemlock 4 No. 2 Spruce 5 SPF No. 2 and Better B. Headers 1 No. 2 Southern Pine 2� No. 2 Douglas Fir South 3)))) No. 2 Western Hemlock 4. Lumber in contact with masonry, concrete, tile setting beds, grouts, etc. shall be pressure treated. When cut on the job, edges shall receive two coats of preservative, brushed on. 5. Preservative treatments shall be in accordance with AWPA C2 (lumber) and C9 (plywooda and shall bear the AWPB Quality Mark LP-2' Above Ground Use . Material shall be kiln -dried to not exceed 19% moisture content for lumber and 15% for plywood. 6. PI ood shall bear the grade, trademark and panel id tification system of the American Plywood Association, and shall conform to the requirements of PSI US Product Standard for Construction and Industrial Plywood. Plywood which has only edge or surface permanently exposed to the weather shall be exterior grade, regardless of appearance grade specified. 7. Plywood for roof decking shall be A.P.A. rated Structural No. 2 Sheathing, span rated 40/20, Exposure 1 5/8 inch or 3/4 inch thick. Provide H clip spacers (between trusses/TJI/joists) at 24 inches on center. Nail panels with 8d nails at 6" on center along panel edges and 12" on center at intermediate supports. 8. Install plywood roof deck with face grain across supports, using panels continuous over two or more spans. Stagger layout minimum of 24 inches with adjacent panels. Allow 1/16 inch space at panel ends and 1/8 inch space at panel edges, using H" clip spacers. 9. Plywood for Flitch materials shall be 1/2 inch or 3/4 inch thick COX plywood. rated structural 1 grade 10. Plywood for shear walls shall be 5/8 APA g Exposure 1, blocked all edges. See structural drawings for shear wall schedules. ?1. All wood members exposed toweather or connected to concrete shall be preservative treated. 12. General use framing nails shall be hot -dipped galvanized medium diamond point, flat head common nails. 13. Fasteners for wood grounds, blocking, furring, etc, shall be metal hardened steel nails, expansion screws, toggle bolts, etc. 14. Provide blocking or furring for anchoring light fixtures, outlets, equipment supports, mechanical openings, etc., and at all panel joints. See plans for locations of special blocking. 15. Framing anchors shall be of the type specified herein or shown on plans, of zinc coated steel by Simpson Strong Tie, Kant - Sag, Teco, or Heckman Building Products. Special fasteners SEC IflM 08115 - SNEA7IMG WALL SHEATHING: 1. Provide plywood shear walls as shown on plans and specificatins in rough carpentry. 2. Provide 5/8' Blocked APA rated structural 1 grade, Exposure 1 plywood on all exterior wall not covered with plywood for shear walls. Nail to studs ® 6" on center. 3. Cover all exterior walls with 301b. asphalt saturated building felt. TYVEK may be substituted for building felt. SECTION 08195 - PREFABRICAiED BEAMS AND JOISTS 1. This work includes the complete furnishing and installation of all Abraded MICRO=LAM Laminated Veneer Lumber as shown on the drawings, herein specified and necessary to complete the work.(Noted LVL in drawings) A. Abraded MICRO=LAM L.V.L. shall be designed and manufactured to the standards set forth in the NER Report No. 481. B. Abraded MICRO=LAM L.V.L. shall be custom designed to fit the dimensions and loads indicated on the plans. C. Shop Drawings: Shop drawings showing layout and detail necessary for determining fit and placement in the building will be provided by the manufacturer. Approval by the Structural Engineer and/or Architect will be required before shipment to the job site. D. Production: Do not proceed with fabrication and/or cutting until shop drawings and design calculations have been reviewed and approved by the Structural Engineer and/or Architect. E. These products are NOT stocked by local Truss Joist MacMillan (TJM) Distributors. 2. Materials shall comply with NER Report No. 481. A. Veneers shall be Douglas Fir or Southern Pine of thicknesses approved by the building code. They shall be ultrasonical y graded or graded by other advanced grading systems approved by the code. B. Adhesives shall be of the waterproof type conforming to the requirements of ASTM D-2559. C. All hardware shall be fabricated by others according to details contained in the contract drawings. D. Abraded MICRO=LAM L.V.L. shall be manufactured in a plant recognized by the building code and under the supervision of an approved third party inspection agency. It shall be manufactured in a continuous process with all grain parallel with the length of the member. All members are to be free of finger oints or scarfs or mechanical connections in full length members. 3. ERECTION AND INSTALLATION A. Abraded MICRO=LAM L.V.L. if stored prior to erection, shall be protected from the weather. They shall be handled with care so they are not damaged. Abraded MICRO=LAM L.V.L. are to be erected and installed in accordance with the plans, and any TJM drawings and installation suggestions. Temporary construction loads which cause stresses beyond design limits are not permitted. Holes, cuts, or notches not previously approved by TJM engineering shall not be permitted. The final erection of the Abraded MICRO -LAM L.V.L. shall be under the direction of a qualified construction supervisor. 4. 5. B. Connections: Lateral nail holding and withdrawal are as pprovided in the code for Douglas Fir sawn lumber. Nails installed parallel to the glue lines in the narrow face shall not be spaced closer than 4 inches on common nails. Nails installed in accordance with the code. These nailing specifications are based on a member at least 3/4 inch thick and 3 1/2 inches wide. Holding power of bolts installed perpendicular to the glue lines is as provided in the code for dense Douglas Fir. C. The Contractor shall give notification prior to enclosing the Abraded MICRO=LAM L.V.L. to provide opportunity for inspection of the installation. D. The products delivered shall be free from manufacturing errors or defects in workmanship and material. The products shall perform to TJM specifications for the normal and expected life of the building. E. Due to the customized detailing and engineering characteristics of the roof framing assembly, it is a requirement that Abraded MICRO=LAM L.V.L. be used in the "base" bid. F. Other manufacturers' bids are to be listed in the alternate section of your proposal. All framing plans, detailing, and calculations for the alternate bids will be reviewed by the Owner or Franchisee, the Architect and the Structural Engineer for structural performance, possible conflicts with related trades, and compatibility with the overall building requirements and building codes. For more information, Contact: Trus Joist MacMillan or Snavely Forest Products. See Corporate Vendor List, sheet SP5 for contact & address. DIVISION 7 - THERMAL AND MOISTURE PRO O110N SECTION 07200 - BUILDING INSULATION 1. Exterior wall insulation shall be 5 1/2" inch fiberglass butt insulation. A. Use kraft-faced or unfaced with 6 mil. polyurethane vapor barrier where covered with gyp. bd. s b. Use unfaced or fired rated foil faced in attic paces where not covered with gyp. bd. 2. Exterior ceiling insulation shall be 5 1/2" inch, unfaced, fiberglass butt insulation. R value = 9 3. Batt insulation to be secured in place through appropriate devices. Batt insulation in walls that does not maintain the integrity of the vapor barrier will be rejected. 4. Vapor barrier: 6 mil. polyethylene from floor to roof deck. Locate as follows: Exterior side of external wall: FA, GA, MS, AL, LA. Interior side of external wall: all states except as noted above. SECTION 07310 - ROOF SHINGLES 1. Work includes: Furnishing all labor, materials, and equipment or any part thereof to complete installation of all shingle roofing areas. See Section 07600 for related sheet metal work. 2. Preparation of roof deck: Roof deck shall be dry, before applying one layer non perforated 30 lb. asphalt saturated roofing felt. TJM I -Joist includes the complete furnishing and installation 3. Fasteners: Fasteners shall be of sufficient length and holding power, as required P 9 on shingle wrapper, for securement of the material. of all TJI joists as shown on the drawings, herein specified and necessary to complete the work. 4. Self-sealing shingles: Shingles shall be "Supreme Series" 3-Tab, 25 year, A. TJM ]-Joists shall be designed and manufactured to the fungus resistant, Gass A" as manufactured by Owens Coming corporation or standards set fort in the NER Report No. 200. approved equal. Color shall be Estate Gray. All warranties are contingent upon B. TJM Products shall be custom designed to fit the the correct installation as illustrated on the back of every shingle bundle. dimensions and loads indicated on the plans. 5. Substitutions must be approved by Golden Corral Corporation. C. Shop drawings showing layout and detail necessary for 6, determining fit and placement in the building will be i provided by the manufacturer. A. Use 6 fasteners per shingle for wind requirements. Qe D. Production: Do not proceed with fabrication and/or cutting until shop drawings and design calculations have SECTION 07410 - METAL PANEL ROOF SYSTEM been reviewed and approved by the Structural Engineer and/or Architect. 1, Work includes: Furnishing all labor, materials, and equipment or any part thereof to complete installation of all metal roofing areas including flashing, Materials vents, closures pieces, fasteners etc. See Section 07600 for related sheet A. Flange members, web members and adhesives shall conform metal work. to the provisions of NER Report No. 200. B. TJM 1-Joists shall be manufactured in a plant approved 2• Preparation roof deck: Plywood roof deck shall be dry, before applying one for fabrication by the building code and under the layer non perforated orated 30 lb. asphalt saturated roofing felt. supervision of an approved third party inspection agency. 3. Fasteners: Fasteners shall be of sufficient length and holding power, as required C. Each of the joists shall be identified by a stamp by roof mfr., for securement of the material to plywood deck. indicating the joist type, NER report number, manufacturer's name, plant number and the independent inspection agency logo and evaluation report number. 4. System shall be ZEE -Lock double lock Metal Roof as manufactured by Berridge. Material shall be finished with Erection and Installation Satin Finish color "Deep Red". System shall be rated UL90. prior to erection shall be stored The metal roofing system shall be installed A. TJM I -Joists, if stored P as specified and detailed by the manufacturer. in a vertical position and protected from the weather. They shall be handled with care so they are not damaged. 5. Substitutions must be approved by Golden Corral Corporation. The I -Joists are to be erected and installed in accordance with the plans, and any Trus Joist MacMillan drawings and installation suggestions. Temporary construction loads which cause stresses beyond design limits are not permitted. Erection bracing, in addition L to that specified, is to be provided to keep the TJM I - Joists straight and plumb as required and to assure adequate lateral support for the individual I -Joists and the entire system, until the sheathing material has been applied. B. The Contractor shall give notification prior to enclosing the TJM I -Joists to provide opportunity for inspection of the installation. C. Products shall be proven by testing and evaluation in accordance with the provisions of ASTM D-5055. D. Fire and sound ratings are to be established in accordance with tested assemblies as detailed in CABO NER Report No. 200. E. Products delivered shall be free from manufacturing errors or defects in workmanship and material. The products shall perform to TJM I -Joist specifications for the normal and expected life of the building. For more information, Contact: Trus Joist MacMillan or Snnvely Forest Products, See ,Corporate Vendor List, Sheet SP5 for contact & address. SECTION 062W - FINISH CARPENTRY 1. The work required by this section consists of, but is not limited to the following: (a) interior and exterior wood trim; (b) Office and closet shelving. 2. Cabinetry work shall conform to the Custom Grade Standards of the American Woodworking Institute. Cabinetry shall be supplied and installed by the furnishings and Equipment Contractor. 3. Interior wood Trim shall be White Pine 10'- 0" or longer in length. Grade: stock to be square edged, clear one side, two edges (C1S2E), surfaced four sides (S4S). 7. Berridge Zee -Lock' Florida Product Approval #FL 8675.3 Florida Building Code 2004 SECTION 074M - HORIZONTAL LAP SIDING Horizontal lap siding, where indicated on the drawings, shall herein be specified as vinyl or fiber -reinforced cement siding. WHEN USING VINYL SIDING 1. Vinyl siding shall be Amcraft "Ultra" with double 5" exposure, .042" Cream". thickness and staggered double nailing hem. Color to be 'Vintage Provide All components necessary for a complete installation. 2. Vertical T&G vinyl siding shall be Amcraft "Ultra Soffit". Color to be "Vintage Cream". Provide All components necessary for a complete installation. 3. Solid vinyl siding shall comply with ASTM D3679 Class 2. All materials shall conform to ASTM D4216-83, D3679, D1784, D638, 0256, D648, D1929, D2843, 0635, and D568 requirements. 4. Installer shall verify dimensions of building; Examine, clean and repair, if necessary, any adjoining work on which this work is dependent proper installation. Vinyl siding and accessories shall be installed in accordance with the latest of installation instructions by the Vinyl Siding Institute of the Society of the Plastics Industry, Inc. WHEN USING FIBER -REINFORCED CEMENT SIDING 1. Fiber -reinforced horizontal cement siding shall be Colorplus Prefinished Hardiplank lap siding, 5/16" thick with 7 1/4" width and 6" exposure, Select Cedarmill finish, color "Navajo Beige - JH30-10", manufactured by James Hard! Building Products, Inc., or approved equal. Accessories are to be Prefinished Hardi accessories, color "Navajo Beige - JH30-10", or wood trim painted to match the siding. Accessories, touch-up paint, caulk and colored nails in the specified color are available thru Hardi Building Products. 2. Fiber -reinforced cement Vertical siding shall be "Hardiplank" Vertical siding, "Cedarmill" finish, color "Navajo Beige with grooves on 8" centers as manufactured by James Hardie Building Products Inc. or approved equal. 3. Installation as per manufacturers instructions, using approved methods and materials. SECTION 07510 - MOWED BITUMEN ROOFING SYSTEM. 1. Roofing System: GAF Spec N-8-3-M hot mopped system nailable deck (formerly BF-200-N). A. Perform Work in accordance with manufacturer's instructions. B. Roof work shall be on Florida's approved materials list. 2. MATERIALS A. Material Requirements: 1. 1 ply base sheet, #75 base sheet 2. Two pieces type IV membrane 3. 1 ply glass granule cap sheet. B. Flashing and Accessories. 3. INSTALLATION A. all work to be performed by a GAF certified roofing contractor. B. Work shall only begin when the contractor has decided to his satisfaction that all specifications are workable as specified, and that the contractor can meet project requirements. C. Unload and handle all roofing and construction materials with care. D. Reference manufacturers installation manual for mechanical attachment of base sheets. E. GAF Membrane: Refer to manufacturers installation manual for application. SECTION 07530 - MEMBRANE ROOFING SYSTEM 1. Description of Work: The work includes providing a single -ply membrane mechanically attached 7ocf system, complete with all associated flashing, pitch pockets, sealants, sulks, mechanical fasteners, and accessories necessaryfor a waterti f t system. Roofing system shall be two art TPO 9 ys 9 Ys P single ply membrane or Elvaloy single plymembrane as manufactured by J.P. Stevens Elastomerics Co or equal. A fully adhered system is an acceptable alternate. 2. Warranty. The Contractor shall furnish to the Owner a written ten-year warranty, signed by the Contractor and installer, for the total roofing system at no expense to the Owner or Franchisee. 3. Materials: Primary roofing materials shall be from only one manufacturer, to the greatest extent poss'ble. Provide secondary materials (materials not available from the primary roofing materials manufacturer) only when recommended by manufacturer of the primary materials. 4. Installation of membrane roofing shall be in accordance with the manufacturer's printed i structions and the on -site instructions of the manufacturer's representative. All pipe or conduit penetrations through the roof shall be flashed with flashing, boot and sealed to the pipe with pipe clamps and sealants. For additional inform tion on this specification, warranty contact JPS EI stomerics CorpTechnical requirements, etc. 0 a qr P Services at 1-413-552-1013 5. Roof work shall be on Florida's approved materials list. SECTION 07600 - S&I7 MIET AL 1. The fabrication and instahation of sheet metal work shall be in accordance with the details on the drawings, and the "Architectural Sheet Metal Manual" published by the Sheet Metal and Air Conditioning Contractors National Association. i 2. Sheet metal flashings, gutters, metal drip edge, downspouts, and trim shall be fabricated from 24 gauge paint grip zinc coated steel. See Architectural Drawings for specific details for gutter installation. Metal coping shall be fabricated from 22 gauge paint grip zinc coated steel (See Drawings). 3. Downspouts shall be fabricated in accordance with Plate 32, Figure B of the Architectural Sheet Meta Manual. Hangers shall be 1/16 inch x 1 inch galvanized steel, installed at not over 6'-0" centers, and not less than three (3) per downspout. Fasten hangers to wall with noncorrosive fasteners. Lap downspout joints 1 1/2 riches minimum in direction of water flow. 4. Floshings shall be installed to conform with shapes and sizes as shown on drawings. Lap splice ens minimum of 4 inches and seal contact surfaces with plastic cement. Seal at ends by turning back min. 1 inch and set in plastic cement. Separate all dissimilar materials surfaces with mastic or asphaltic paint. 5. All sheet metal fabrications shall be painted as specified in Section 09900, and in strict accordance with the exterior finish schedule on the drawings. 6. Conceal all fasteners, in sheet metal fabrications where possible. Exposed fasteners, where indicated, shall match the color of surrounding material. 7. Work shall be done so as to ensure watertight construction. Make ample provision for expansion nd contraction of sheet metal items. Joints shall be soldered, lapped, riveted, locked or sealed as conditions warrant. SECTION 07920 - JOINT SEALERS SECTION 08.360 - 70MCAMPACT DOORS 1. Double acting aluminum doors for entry from Dining/Buffet to Kitchen shall be model # LWP3, sized for 36" x 80" opening installed for single swing use. Finish is "Satin Anodized" each side with 9 inch x 14 inch clear acrylic window as manufactured by "Eliason Corporation". Double acting 1 1/2" foam core Insulated perimeter sealed aluminum door for Butcher Shoppe shall be model # FCG1, sized for 36" x 80" opening installed for single9 swing use. Finish is "Satin Anodized each side with 9 inch x 74 inch clear acrylic window and V-O* high stainless steel kick plate each side, as manufactured by "Eliason Corporation - See door schedule & floor plan on the drawings for location(s) and swing. See Corporate Vendor List, sheet SP5 for contact & address. 2. "Eliason" double acting aluminum doors shall be installed in a single swing application using manufacturer's hardware and instructions. SECTION 08400 - ALLNtYNUM ENTRANCES AND STOREFRONTS 1. Furnish all necessary materials, labor and equipment for the complete installation of the aluminum storefront and doors as shown on the drawings and specified herein . Refer to door schedule on the drawings for location. 2. Drawings and specifications are based upon the TRIFAB 11 451 Series with Seriers 3501R doors as manufactured by the Kawneer Company, Inc." Whenever substitutes are to be considered, supporting technical literature, samples drawings and pperformance data must be submitted to the Architect ten (10) days prior to bid in order to make a valid comparison of the product involved. All doors & frames shall be on Florida s approved materials list. 3. Resistance to corner racking shall be tested by the Dual Moment Load test as follows: A. Test section shall consist of a standard top door corner assembly. Side rail section shall be 24 inches long and top rail section shall be 12 inches long. B. Anchor "top rail" positively to test bench so that corner protrudes 3 inches beyond bench edge. C. Anchor a lever arm positively to "side rail" at a point 19 inches from Inside edge of top rail'. Attach weight support pad at a point 19 inches from inner edge of "side rail". D. Test section shall withstand a load of 270 pounds on the lever arm before reaching the point of failure, which shall be considered a rotation of the lever arm in excess of 45 degrees. 4. All exposed framing surfaces shall be free of scratches and other serious blemishes. Aluminum moldings shall be given a caustic etch followed by an anodic oxide treatment to obtain on Architectural Class I Clear Anodic Coating conforming with Aluminum Association Standard AAM12C22A41/44 - Color to be Clear Aluminum . 5. Hardware for the entrance door and frame shall be as follows: All hardware marked (*) shall meet ADA requirements. SET HARDWARE MANUF/MODEL FINISH HW-1 (1) 1 1/2 Pair 4 1/2"x4" ball bearing butts Kawneer 657 (*)(1) Panic Hardware Kawneer - Dor-O-Matic US26D 1990 - Concealed Rod *)(1) Closer, Surface Mounted Norton 1605 US26D (*)(1) Push/Pull Kawneer style F-2 US32D (*)(1) Threshold 1/2%4"06" Kawneer Mill (1) Sealair Weathering System Kawneer HW-tA (2) 1 1/2 Pair 4 1/2%*" ball bearing butts Kawneer 657 *)(1) Panic Hardware Kawneer - Dor-O-Matic US26D 1990 - Concealed Rod (*)(2) Closer, Surface Mounted Norton 1605 US26D (*)(2) Push/Pull Kawneer style F-2 US32D (*)(1) Threshold 1/2"x4"x72" Kawneer Mill (1) Sealair Weathering System Kawneer 1. The work required under )I this section includes caulking of all joints around 6. The door stile and the rail face dimensions of the Series 350 windows, doors, storefroht, expansion joints, between dissimilar materials entrance door will be as follows: FLASHINGS AND ACCESSORIES (where indicated on draings) and as otherwise required for a complete and watertight installation. A. Vertical Stiles: 3 1/2 inches. wa A. Mop in and seal flashings and flanges of items penetrating membrane with two B. Top Rail: 3 1/2 inches plies of felt. C. Bottom Rail: 12 inches 2. Exterior sealant shall be a one -part Thioko base Polysulfide or G.E. silicone sealant; color to be compatible with adjoining surfaces. Corner construction shall consist of mechanical clip 4. WARRANTY fastening, SIGMA deep penetration and fillet welds. Glazing A. Warranty must be specified prior to installation. 3. Clean all joints before caulking; apply primer where required and in quantities shall be hook -in type with EPDM glazing gaskets. () year for both Co 1. One 1 orate and Franchise locations. as recommended by m ufacturer. Apply under pressure, tool slightly concave rp and tim afterwards 7. All items under this heading shall be set in correct locations Cigan all adjacent surfaces after caulking, irregular, as shown in the details and shall be level, square and plumb, For additional information on this specification, warranty "wary" or otherwise unprofessional caulking will be rejected. and in alignment with other work in accordance with the requirements, etc., contact GAF Technical Services hotline at manufacturer's installation instructions and approved shop 1-800-746-3411 drawings. All joints between framing and the building 4. Provide closed cell backer rods when required by joint design. structure shall be sealed in order to secure a watertight installation. 5. Application: All seakinti required shall be as follows: 8. Drawings and Specifications are based upon the "TRIFAB 11 451" framing system as manufactured by the Kawneer Company, Inc. $��0(ZK A. Interior Whenever substitute products are to be considered, supporting $ at Stained we d: C-940 Cedar 20 year Slliconized technical literature, samples, drawings, and performance data deo �\O@\ Caulking No. 151-0544 must be submitted ten (10) days prior to bid in order to make P\\ QR o, RO *1 at Wallpaper: lliconized Caulking - Almond Color a valid comparison of the products involved. Test reports I'�'0 (i logs certified by an independent test laboratory must be made �\J$ �® ( Q�G (o B. Exterior available upon request. \14,5 R<JTGR SS. Glass at windows: Clear Silicone (k\ $V8 V F\EL� V \%A 0 C;00 Wood to Wood Silicone; match paint color 9. Air infiltration shall be tested in accordance with ASTM E P\.\D\)\R�Q9 G�$cuj Wood to Brick: Silicone, match paint color 283. Infiltration shall not exceed 0.06 CFM per SF of fixed �Efd E N� \ PQQ area. C. Equipment: C ear Silicone Water infiltration shall be tested in accordance with ASTM E w 8 lbs. per Q 331. No water penetration at a test pressure of �oMFILECOPYSF. Structural performance shall be based on a maximum deflection - of 1/175 of the span. AND QLIJM The system shall perform to these criteria under a windload of 23 Ibs per SF. SECTION 0611®- DOORS AND FRAMES 10. All exposed surfaces shall be free of scratches and other serious blemishes and shall receive an Architectural Class I 1. Hollow metal framed shall be 16 gauge standard steel or Color Anodic Coating con rming with Aluminum Association 9 9 Standard AA-M12C22A42 44. Color: "Clear Aluminum". drrall type frames (see drawings). Frames shall be cold ro led steel, mitered, fitted, continuously welded or interlocked, as req'!red by fabricator. Furnish three anchors 11. The framing system shall provide for flush glazing on all per jamb. Reinfor a frames for all hardware as scheduled. sides with no projecting stops. Vertical and horizontal Shop prime with met inhibitive paint. framing members shall have a nominal face dimension of 2 inches. Overall depth shall be 4 1/2 inches. Entrance 2. Steel doors shall b flush type, 16 gauge cold rolled steel, framing members shall be compatible with glass framing in with reinforced face sheets and insulated filler material. appearance. All single acting entrance frames shall include Reinforce doors for all hardware as scheduled. Rated doors) the Sealer positive barrier weathering. shall be furnished with UL lobel(s) as required. Shop prime all doors with rust inhibitive paint. 12. Ail glass framing shall be set in correct locations as shown in the detalls and shall be level, square, plumb, and in 3. For information contact B.A. Holt, Inc. or Martin Architectural alignment with other work in accordance with the Products, Inc. Se Corporate Vendor List, sheet SP5 for contact manufacturer's installation instructions and approved shop & address. drawings. All joints between framing and the building $ structure shall be sealed in order to secure a watertight 4. In lieu of 'Curries' allow metal doors Fleming Door Products, Ltd, installation. will be specified per Florida Building Department of Community 13. After installation, the General Contractor shall adequately Affairs certification (http: //floridabuilding.org). protect exposed portions of aluminum surfaces from damage by Fleming Door Products, Ltd. grinding and polishin compounds, plaster, lime, acid, cement, Bud Bulley bbulley0flemingdoor.com Exterior hollow metal swinging door FL # 3341.1 Underwriters La oratories under Guide Reference ZHCW.R8930 UL classified windstorm resistant commercial hollow mtl. doors 5. All doors & frames shall be on Florida s approved materials list. SECTION 08200 - WUW DOORS 1. Wood doors shall be solid lumber core with Type 1 Waterproof Adhesive in core, stiles, and rails of the size and type shown on plans. Doors shall conform to AN SLC-5. 2. Face veneer for wood doors including both faces and exposed edges, shall be lumber stain grade birch, finished to match decor trim. c\ or other contaminants. The General Contractor shall be responsible for final cleaning. 14. In lieu of Kawneer storefront door system Hollow Metal Inc. will be specified per Florida Building Department of Community Affairs certification (http: //floridobuilding.org). Hollow Metal, Inc. David Carter DCarterhmiChotmail.com Double Door w/ side lites and transom FL # 4736.1 Storefront double door w/ 6 clear side lites and 2 steel panels 15. All doors & frames shall be on Florida's approved materials list. c3'Q ba.3giw- F-36@ o ,go�z�Qi ooi�<'odo �s�`"w3 w �w %g46VJJJJ F wy�y�" (�(//1�U� WK2K 00 Z W mo- ¢rc O N IN �UZ6ffi Ti rc��ZZ bm�CZ'w <a,ZOF^�K� Ua44 <�ffi5 F= FwtJ y�SQZM< KK S(J yMyy OE zx'E53 w� �1aJ L2i�n n�o g �LL ORF t. UG?O�ZZF o� m� n OW � o Q ar C 0 I � C) Ld Co J O r Irl Q CJ � w Z �2 a- Q = C 2 rL C J 0 61 Revisions THRU ADDENDUM "A" 1/20/06 1 Z,3\UPDAIE TO CURRENT STANDAMS 7/28/08 7 CODE COMMENTS 2/26/09 8 CODE COMMENTS 4/23/09 PROJECT DATE 04/02/08 DRAWN BY LMHT CHECKED BY GRL Sheet No r SECTION OBWO - VINYL WINDOWS 1. Provide vinyl windows as supplied by Brooks Building products. See Vendor list on Sheet SP5 for contact information. 2. Windows shall be Phillips Products 2040 vinyl picture window. Provide jamb extensions as req'd. 3. Sizes: a) Single - 2846 (modular) (R.O. - 33" x 57 5/8") b) Twin - (2)2846 (modular) (R.O. - 68 1/4" x 57 5/8") 4. All windows shall be on Florida's approved materials list and meet local wind and impact loads. SECTION 06710 - FINISH HARDWARE 1. The hardware supplier shall furnish a finish hardware schedule listing all materials by sets. 2. The hardware supplier shall furnish hardware templates to the door and frame manufacturer, as required. 3. When the hardware is delivered to the job, the Contractor shall receive it, check it against the hardware schedule, and store it in a safe place under lock and key. After installation, protect all items against damage until final inspection. 4. All hardware indicated thus (*) shall meet local ADA requirements. 5. Hardware Schedule SET HARDWARE MANUF/MODEL FINISH HW-1 See Storefront Section 08400.5 HW-1A See Storefront Section 08400.5 HW-2 (1) 1 1/2 Poir 4 1/2" x 4 1/2" butts Stanley FBB 179 NRP US26D (*)(1) Exit Device (Panic Bar) w/alarm DCI 1210 AC (1) Cylinder Schlage 20-001 (*)(1) Closer, Surface Mounted LCN 4111-SNB (1) Weather Stripping National Guard 160A (*)(1) Threshold 1/2" x 4" x 36" Mill (1) Sweep 42" National Guard 20ON (*)(1) 2"0 Viewer C. George & Assoc. (1) Armor Plate 34" x 40" Lindstrom US32D (i) Chain Guard HW-3 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (*)(1) Pull 4" x 16" Hager 33E US26D (*)(1) Push 4" x i6" Hager 30S US26D (*)(1) Closer, Surface Mounted LCN 4011-SNB (1) Kick Plate 6" x 34' Lindstrom US32D (1) Floor Stop Baldwin 4010 US26D (3) Silencers Glynn Johnson GJ64 HW-4 (1) 1 1/2 Pair 4 1/2"x 4 1/2' butts Stanley FBB 179 NRP US26D (*)(1) Exit Device (Panic Bar) w/alarm DCI 1210 AC (*)(1) Closer, Surface Mounted LCN 4111-SNB (1) Weather Stripping National Guard 160A (*)(1) Threshold 1/2" x 4" x 36" Mill (1) Sweep 36' National Guard 20ON (*)(i) Viewer Ives 700 HW-5 HARDWARE BY DOOR MANUFACTURER HW-6 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (1) Lockset Schlage A20S PD-LEV US26D (3) Silencers Glynn Johnson GJ64 HW- 7 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 NRP US26D (1) Lockset Schlage A53 PD-LEV US26D (3) Silencers Glynn Johnson GJ64 (1) Weather Stripping National Guard 160A (*)(1) Threshold 1/2" x 4" x 36" Mill (1) Sweep 36" National Guard 20ON HW-8 (At Door 131) (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 NRP US26D (1) Pull 4" x 16" Hager 33E US32D (1) Push 4" x 16" Hager 30S US32D (*)(1) Closer, Surface Mounted LCN 4111-SNB 1 Weather Stripping () PP 9 National Guard i60A (1) Armor Plate 34" x 40" Lindstrom US32D (1) S/S Kick Plate 34" x 40" (1) Chain Guard (1) Heavy Duty Spring Bolt Stanley 1088 US2C HW-9 (1) 1 1/2 Pair 4 1/2" x 4 1/2" butts Stanley FBB 179 US26D (1) Pull 4" x i6" Hager 33E US32D (1) Push 4" x i6" Hager 30S US32D (1) Closer LCN 4111-SNB (1) Armor Plate Lindstrom US26D (3) Silencers Glynn Johnson GJ64 (1) Weather Stripping National Guard 160A HW-10 At Banquet Room Door 108 (3) Pair Full Mortise Bearing Hinges McKinney TA2714 US26D (2) Sets Back to Back Mount Pull Plates Rockwood 106x70C, 4"xl6" US32D (2) Type 5 Mounting Kits Rockwood (for pull plates) - (2) Roller Latches Don Jo 1704 US26D (2) Metal Door Plates Rockwood 6"x34" US32D (2) Wrought Wall Stops Rockwood No. 409 US32D (2) Door Silencers (packages of 100) Rockwood No. 608 - Note: Doors held open at 180 degrees 6. For information contact: B.A. Haft Inc. See Corporate Vendor List, sheet SP5 for contact and address. SECTION DIEM - GLASS AND GLAZING 1. Furnish all labor, material, and equipment required to install all glass, storefront, glazing, and mirrors in accordance with the plans and specifications and to the satisfaction of the General Contractor. 2. Glass and glazing: Glass in all exterior walls shall be meet the requirements of Florida's codes and be on their approved materials list. Glass in all windows on the south and west sides must be shaded bronze. Glass in all windows on the north and east sides shall be clear. See sheet Ti for U-values and shading coefficients. 3. All glass in hazardous locations as perscribed by the local or federal code must be tempered or safety glass. Subcontractor shall check job for exact dimensions. Glass shall be installed with trim and caulking as detailed on drawings. 4. Mirrors over restroom lavatories shall be 18 inches x 36 inches, full length mirrors shall be 12 inches x 48 inches, as shown on drawings, 1/4 inch polished plate glass with electrolic-copper backing. Secure to wall with concealed chrome anchors over each vanity. 5. Installation: All work shall be in strict accordance with FGMS Glazing Manual Specifications and as described in the Glazing Sealing Systems Manual of the Flat Glass Marketing. 6. Cleaning: The Contractor is to leave all glass and glazing clean and free of stain, dirt, paint, excess caulking and stickers (wash clean). The General Contractor will furnish an open container for the disposal of trash and debris. It is the responsibility of Subcontractor to daily place all trash and debris, caused by his work, into the container provided. 7. Warranty. The Subcontractor shall warrant for a period of one year, the windows against water leaks, and the insulating glass units against stress breakage and air leaks, and will replace free of charge any such damaged units. DIVISION 9 - FINISHES SECTION 002M - GYPSUM DRYWALL 1. Gyyppsum Board shall be 4 feet x 12 feet with taped edges as per ASTM C-36, thickness as per drawings, Install Type-X Fire Rated gypsum board where required by code. 2. Moisture resistant gypsum board, 4 feet x 12 feet, ends square cut, square edges, per ASTM C630 where shown on the drawings. Thickness as per drawings. 3. Corner beads shall be standard gypsum board corner beads with 1 inch x 1 inch galvanized steel, perforated flanges. 4. Metal trim to be U.S. Gypsum No. 200-A galvanized metal trim. 5. Joint reinforcement shall be U.S. Gypsum perforated tape. 6. Joint treatment cements shall be U.S. Gypsum joint and topping compounds. 7. Adhesive shall be U.S. Gypsum drywall adhesive. B. "Laticrete" Waterproofing Membrane: Use Laticrete 9235 under tile and up walls in can wash and dishwash area and all other wet areas as shown on Flooring Plan. See Det. 4/A17. Install as per manufacturer recommendations. 9. Installation: A. Drywall shall be protected from weather prior to and after installation. Damaged panels shall be removed and replaced. B. The contractor shall check the alignment of framing members and make necessary adjustments before proceeding with application of the gypsum board. C. Gypsum board shall be applied with reverse side against the studs and with the separate boards in moderate contacts. In no case shall the boards be forced into place. End joints shall be staggered. D. Gypsum board shall be applied with long dimension perpendicular to studs. E. All external corners shall be provided with corner beads as specified. F. Joint compound and topping compound shall be mixed in accordance with printed instruction contained on the package. Use three steps and sand after each step. All gypsum board, including that installed behind ceramic file must have hints taped and sanded. � p Gypsum board under FRP wall finish shall not have joints taped or mudded. G. Drywall shall be aligned and finished so as to present a smooth, uniform surface for painting or decoration. Nail and screw head shall be slightly depressed, but should not crush or penetrate paper surface of drywall. SECTION 09300 - 11.E WORK 1. General 3 A. The Contractor for tile work is to be responsible for an acceptable completed installation and shall furnish all labor, materials, service facilities, and transportation required for the areas to be tiled, and with complete conformity to the type of tile, dimensions, colors, grades, patterns, and necessary trim units as shown on drawings. B. All tile to meet ANSI Ai37.2. C. Ceramic wall tile, floor tile, and base shall be as indicated on the Room Finish Schedule. Design and manufacturers are listed on the drawings. 2. Installation A. Floors: All floor tile (except in coolers and dishwash area) to be installed over concrete by the thin -set mortar bed method. Thin -set mortar shall be mixed thoroughly and applied in strict accordance with manufacturers printed instruction. Minimum thickness of setting bed shall be 1/8 inch. Install with best practice of the trade in accordance with Tile Council of American Basic Specifications F113. 1. Thick set tile in coolers shall be used to slope finish floor toward door. Tile at door shall be flush w/normal thin set tile outside door. Follow Tile Council of America Basic Specification F112. 2. Thick set tile in dishwash area to slope to trench drain. B. Ceramic base tile shall have cove base and be fully adheared to wall. Backs shall be completely buttered with adhesive. C. Walls: Ceramic wall tile and base on gypsum board shall be installed per Tile Council of America Specification No. W223 for Organic Adhesive. D. Grout: Force rout into joints avoiding air traps or voids g � g p ,and strike or tool joints of tile to depth of cushion. Remove excess grout, check for gaps or air holes. E. Control Joints: Provide control joints at slab as noted on the drawings. 1. Workmanship A. Work: All work shall be performed b qualified workmen in a manner p by conforming to best current practice of the trade. B. Cut and drill where necessary without marrying tile. Grind and carefully pint any cut edges against other work. C. Remove loose mortar or materials detrimental to bond before applying setting beds. D. Carefully lay out work to ensure straight joints and uniform width. Avoid tile cuts less than half size. 4. Cleaningand Protection: At completion of installation p ,thoroughly clean all surfaces. Use of acid will not be permitted. Use clean water in initial cleaning. Remove all stains, mortar, etc. Tile and Grout Schedule and Colors: (Unless otherwise noted) "American Olean', 'Dal -Tile" and "MOSA" (See Architectural Drawings for locations of floor & wall tile) Use all Bullnoses, Comers & Special Trim as necessary. E. Floor Tile in Front of Food Bar Areas F2 12"x 12" Porcelain tile - Crossville Tile - Weatherstone Taupe Mist B4 Tile Base - 6"x 12" tile cove base Crossville Tile Weatherstone Taupe milt Grout: TEC Color. #227 "light pewter* F. Floor Tile & Base inside of Food Bar Areas F3 Vx 6" Abrasive Quarry Tile - American Olean "Red Sure Step" B2 Quarry Tile Base - American Olean "Red Sure Step" Grout: HB Fuller FU 650 Sanded Grout - TEC Color: #941 "Raven" G. Floor Tile and Base in Kitchen/Food Prep./Butcher Shop/Dry Storage Areas: F3 6"x 6" Abrasive Quarry Tile - American Olean "Red Sure Step" B2 Quarry Tile Base - American Olean "Red Sure Step' Grout: HB Fuller FU 650 Sanded Grout. TEC Color: #941 "Raven" H. Floor Tile and Base in Dishwash Area: F3 6"x 6" Abrasive Quarry Tile - American Olean "Red Sure Step" 82 Quarry Tile Base - American Olean "Red Sure Step" Grout: 100% Epoxy Grout two part system as manufactured by HB Fuller, FU 470 Epoxy Grout Color: TEC Color: #941 "Raven" AI. Floor Tile, Wall Tile, and Base in Toilet Rooms. F4 12"x 12" Porcelain Tile by Daltile Ta01 Oro Grout: CPB Color: #95 "Sable Brown" W9 12"x 12" Porcelain Tile by Daltile TAO1 Oro (045 deg. to 72" A.F.F.) Grout: CPB Color: #95 "Sable Brown" J. Wall/Base Tile in Pagoda Station (Hot Bar/Dining side) WI4 4 1/4" x 4 1/4' Ceramic Tile by American Olean: Feld: #SL-11 "aosey Biscuit" Accent: #]19 "Teal" Grout: TEC Color: #288 -"Pearl" B5 Ceramic Tile - American Olean #119 "Teal" Grout: TEC Color: #988 -"Pearl" For National Account information contact: Dal -Tile International See Corporate Vendor List, sheet SP5 for contact and address. SECTION 09510 - ACOUSTICAL CEILINGS 1. Public Areas C1 A. Acoustical ceiling tile shall be Cortege angled togular tile, item 704, as manufactured by Armstrong World Industries, Inc. 24 inches x 24 inches x 5 8 inches thick, factory white finish with tegular edges, UL certified NRC of 55 in compliance with ASTM 423. Refer to Finish Schedule on drawings for location. See Corporate Vendor List, sheet SP5 for contact & address. B. Suspended grid system for Cortege tile shall be Prelude XL 15/16" Exposed Tee Grid as manufactured by Armstrong World Industries, Inc. Main beams and cross tees shall be commercial -quality hot dipped galvanized steel coating as per ASTM A 635, with white aluminum capping and shall conform to intermediate structural classification of ASTM C635. Color matching white Armstrong tile. All wall angles and corner caps shall be of like material and finish. See Corporate Vendor List, sheet SP5 for contact & address. 2. Kitchen and Work Areas, Office, Meat Room, Mechanical Room and Bakery. C2 A. Vin� laminated g sum panels shall be 24 inches x 8 inches x I inch thick, washable, white VinylClad, item 670, as manufacturedd by Armstrong World Industries, Inc. See Corporate Vendor list, sheet SP5 for contact & address. B. suspended grid system for VinylClad tile shall be AL Prelude Plus 15/16 Exposed Tee Grid as manufactured by Armstrong World Industries, Inc. Main beams and cross tees shall be double web aluminum with baked polyester white aluminum capping. All wall angles and corner caps shall be of like material and finish. See Corporate Vendor List, sheet SP5 for contact & address. 3. Install main runners with 12 go. wir s 0 4' -0" o.c. They shall be looped thru clg. grid & twisted �3) turns minimum. They shall be attached to TJI by drilling a 1/4 0 hole thru the web 4 above bottom of bottom chord and twisted (31 turns minimum. They shall be attached to LVL's by use of 1/4"x 2 screw eye installed on sides of LVL 4" from bottom. The 12 ga. wire shall be looped thru eye of screw eye and twisted (3) turns minimum. A. Coordinate with HVAC and Electrical requirements. SECTION DOW - FIBERGLASS REINFORCED POLYESTER (FRP) BOARD 1• FRP board panels shall be 4'-0"x 8'-0" x 3/32 inch thick and 4'-0' x 9'-0"x 3/32 inch thick, white and/or grey in color with matching PVC moldings. Flame spread shall be Class C and smoke developed under 450. Manufacturers shall be Marlite, La-Lite, or Kemlite. Panels shall be stored indoors at ambient temperature for 24 hours on end or edge on flat level surface and protected from moisture. 2. Adhesive shall be solvent base waterproof and meet or exceed ASTM C-557. Approved adhesives are Marlite Brand C-375, Panel Lock No. 22 by Miracle Adhesives Corp., or No. 417 FRP Adhesive by W.W. Henry Company. 3. Walls must be dry, flat, and free of dirt, dust and grease. Remove high spots and fill low spots. Panels tend to assume the contour of the surface to which they are attached. 4. Cutting should be done with reinforced corborundum or carbide tipped blade. NOTE: Protect eyes with goggles and cover nose and mouth with mask when cutting. 5. Panels shall be installed vertically on walls using adhesive applied by a specially -notched trowel to assure uniform coverage and according to the adhesive manufacturers specification. No exposed fasteners shall be used. 6. Very Important: Leave a minimum of 1/4 inch gap at inside corner moldings and 1/8 inch gap between edges of panel (top and bottom, side to side) and all other moldings. DO NOT CONSTRICT panel edge with base, suspended ceiling grid system, or moldings. 7. Moldings as recommended by the manufacturer, shall be used at all panel edges. Use clear silicone sealant, as specifiedelsewhere in these specifications. Injected into molding channels, between all moldings and panel edges or other adjacent construction. Locations of panel edges shall be coordinated with electrical boxes to avoid interference. 8. Color and location shall be as indicated on the Finish Schedule. 9• Acceptable alternate: Loscoboard 4'-0"x 8'-O"x.090" and 4'-0"x9'-0"x.090" FRP panels. Flex flat enhanced pebble/smooth, color per Finish schedule with matching moldings. 10. See Corporate Vendor List, sheet SP5 for contact & address. 11. FRP board shall meet or exceed Interior Finish Class "B" classification. SECTION OWO - KNOCKDOWN WALL SYSTEM PART 1.0 - GENERAL 1.1 DESCRIPTION A. Sheetrock joint compound sprayed in dollops over the surface of the wall, allowed to set briefly, and then lightly trowel to knock down" the tops of the dollops, forming a rough, earthy, uneven finished surface. Knockdown texture to the wallboard before painting. 1.2 SUBMITTALS A. Submit manufacturer's literature, installation, warranty for joint compound and primer/ sealer to owner. 1.3 DELIVERY, STORAGE AND HANDLING A. Delivery - the system shall be delivered to the job site in the manufacturer's original packaging with manufacturer's Identification intact and legible. B. Storage & handling - the system shall be stored and handled in such a way to protect against contact with water, exposure to weather, breakage and damage. 1.4 LIMITATIONS A. Temperature conditions - the system shall not be used in contact with surfaces where temperatures exceed 120 degrees F. 1.5 COORDINATION A. Coordinate work with electrical rough -in, corner, butts, mold trims and adjacent surfaces with edges. PART 2.0 - PRODUCTS A 2.1 ACCEPTABLE MANUFACTURER SHEETROCK0 Brand BEADEXA Brand SHEETROCKA Brand All -Purpose Joint Compounds PART 3.0 EXECUTION 3.1 INSTALLATION A. Mix joint compound and water. Make a mixture that is thin enough to flow through the spray gun but thick enough to stick to the wall. B. Put the mixture into the spray gun. Spray a few pieces of paper to make sure the nozzle is on the right setting. Adjust the nozzle and the compressor until you get the spray effect you desire. C. Spray the walls, leaving a fairly even pattern. Allow the wall to have different thicknesses of the mixture, but keep one general look to the walls. Mix the smaller and larger blobs of the mixture instead of concentrating on the smaller blobs on one part of the wall. D. Allow the joint compound to dry for about 20 minutes, until it is tacky but not dry. E. Take a knockdown knife and slice through the joint compound blobs. Hit them quickly in order to knock the ends off without smearing the compound. Leave a rough texture on the wall and let the wall dry for at least a day. F. Prime the wall and paint over the texture with Sherwin Williams "Harvester" #SW6373. 3.2 WARRANTY A. Materials are guaranteed with respect to uniformity and quality within manufacturers' specifications. Seller makes no other warranty, expressed or implied, regarding the use of its products and is good as the installer. SECTION OOM - ENTRY FLOOR COVERING 1.5 General: WAMAT "Needle Punch" floor covering with Manni-Tac reinforced composite secondary backing, as manufactured by Mannington Commercial. 2. Materials and Installation A. 60% nylon, 40% polyester; .180" pile height; 280" total thickness; pile weight 24 ounces; 6 ft. standard width. B. Install using Parabond M4277 pressure sensitive adhesive applied by paint roller or trowel. Use Mannington multi-tec seam sealer (#MT-800). There should be a one -eighth to one -quarter inch bead of sealer on the seam. (Mannington multi-tec #MT-900 is used as seam sealer cleaner.) Transition the walk -off mat so that the top of the mat meets the top of the tile for a smooth flat transition to avoid tripping. E. Exterior Fascias, gutters, downspouts, trim at wood windows, exposed LVL beams & end caps, exterior of doors, door frame & door trim at door No.'s 106, 108B, 113, 128A, 128E & 129. 2 coats (total) required - (1 Primer, 1 Final) 2 Coats: Sherwin Williams - "Wool Skein'! SW6148 Product # 100 Latex - Semi -gloss F. Paint all exposed gas piping on kitchen area and on roof 2 coats (total) required - (1 Primer, 1 Final) 2 coats: Match Exterior(Rust Inhibiting) G. Paint all Interior dining room area as per "Knock Down Wall" system. See section 09560 for details. 3 2 Coats: Sherwin Williams - 6387 Compatible Cream in Customer areas, miscellaneous exposed metal, including interior of 4 doors and frames, paint to match adjacent wall color) H. Interior Cementitious Deck, LVL, duct etc. above Wood Grid at Serving Area 2 coats (total) required. 2 Coats: Semi -Transparent Stain- match STATES "Victoria finished' I. Queing Rails (2 coats required - 1 Primer, 1 Final) Color: Cedar Bark Product: Semi -Transparent Stain Base Color: No. A14T5 Spray Formula: B-1 Black 5/32 Y-3 Deep Gold 1 oz. R-2 Maroon 6/32 Finish with fine sanding and 2 coats polyurethane. SECTION DOM - PRIMNISHED PANEiJNG 1. Prefinished paneling texture and finish shall be STATES "Victoria finished" -Beaded Series. 1/4 inch thick x 4'-0" x 8'-0" sheets as manufactured by States Industries. Refer to Finish Schedule for locations. See Corporate Vendor List, sheet SP5 for contact & address. 2. Adhesives shall be mildew and fungus -resistant as recommended and approved by the manufacturer. 3. Prefinished paneling shall meet or exceed Interior Finish Class "B" classification. �SEC110N OM - CARPET 3. 1. General: OW Fi Carpet-"1270P_"floor covering as manufactured by Patcraftl. ' (S�® ®WS See detail 6/A4 for carpet to tile transition. �$ PND ENV RRE RS 1NPi NESE P� ECi 1 �' S CA( 10 U1RED 9 SPR`t dtd ORDECODE4. SEC110N 09900 - PAINTING REMP� BE NEgthS+, r�PPLaCPB� 1. All materials used under painting contract shalt`Sherwin-wlliams" and shall be delivered to the job site in the original sealed containers. Equal products by "Glidden Paints" and "Pittsburg Paints" are acceptable substitutes, provided specified colors are matched. Specific color requirements are listed within this specification, on the Door Schedule and Room finish Schedule on drawing A3 and A4. 5. 2. Application: A. Before any work is done, the Contractor will prepare color and texture samples on the job for the Owner's or Franchisee's approval. B. No exterior paint shall be applied in temperature below 50' F. and all surfaces shall be thoroughly dry prior to application. C. All metal surfaces shall be solvent cleaned to remove grease and oil and 7. shall have all loose rust and scale removed before painting. New galvanized iron surfaces shall be further cleaned with a strong detergent such as Trisodium Phosphate. D. Paint one coat on the top and bottom edges of all doors, both metal 8. and wood after doors have been fitted. E. Items shall be given the number of coats hereinafter specified in addition to any shop coats specified elsewhere. F. Varnishes and enamels shall be lightly sanded and then dusted before succeeding coat is applied. G. No interior painting or finishing shall be permitted until the General Contractor so authorizes. Follow the manufacturer's printed recommendations for drying time before succeeding coats may be 1' d Toilet Partitions shall be overhead braced with all face and edges 1/16 inch general purpose laminated plastic, all in accordance with NEMA Standards. Doors and panels finished thickness to be 1 inch. Pilaster finished thickness to be 1 3/4 inch. Doors, panels and pilasters shall be constructed of a sandwich of laminated plastic bonded under pressure to a solid particle board core with the highest quality resin adhesive assuring a rigid permanent bond. Door to be pre -notched and recessed to accommodate concealed controlled gravity type hinges. Where doors or pilasters are notched and recessed for hardware and fittings, the exposed core shall be sealed against moisture. Panels and pilasters shall be attached to one another or to walls with heavy heat -treated polished and anodized extruded aluminum or Zamac chrome plated brackets. Doors shall be equipped with stop and keeper, combination coat hook and bumper, and concealed lock with emergency access. All door hardware shall be heavy on -piece non-ferrous "Zamac" castings, heavily chrome plated. All hardware except coat hook and bumper shall be thru-bolted with hex bolts having theft -proof heads. Stiles shall have a 3 inch high floor plinth of stainless steel. Toilet partition finish in shall be plastic laminate by Wilsonart: "Antique Brush" No. 4823-60, in Women's restroom, and Men's restroom. Toilet 3 partition type shall be "Metropolitan", Urinal Screen (where applicable) be type WH as manufactured by Knickerbocker Partition Corporation, Freeport, New York or equal. Contact: See Corporate Vendor List, sheet SP5 for contact and address. Installation shall be in accordance with the approved shopdrawings and manufacturer's instructions. A complete set of drawings, complete with plans, elevations and details of construction shall be supplied by the manufacturer. Shop drawings shall be reviewed and approved by the General Contractor before manufacture and shipping. Contractor shall provide and install (w/necessary blocking) one each 42 and 36 inches long x 1 1/2 inches in diameter zinc coated grab bars for each handicapped toilet stall to meet requirements of the ADA & local codes. Miscellaneous hardware, i.e. soap dispensers, paper towel dispensers, and toilet tissue dispensers, shall be coordinatedwith the Owner or Franchisee at each location. These items are furnished by the product supplier, and installed by the General Contractor. apple . hg station are furnished by the Furnishings & Equipment Contractor H. All gypsum drywall surfaces shall be primed with Pro stalled by the General Contractor. d latex all rim rior t i mente w i er i o receivin it's fin h wILE P9 P P 9 0cPtureYdar:,e restroom counters are furnished/installed by the General Contractor, to be painted or receive vinyl wall covering. I. After interior prime coats have been applied, all remaining necessary puttying or spackling of nail holes, cracks, and blemishes shall be completed. 3. Paint Color Schedule: (Sherwin-Williams 1 Gallon Formulasl A. Interior cementitious ceiling Decking (2 coats required - 1 Primer, 1 Final) Color: Pure White J7005 Product: Sherwin-Williams B. Interior L.V.L. Beams & Plywood Trim between L.V.L. beams, interior drywall, interior wood (all wood windows, wood trim, Suspended Wood Grid and wood doors; each side of wood doors and metal frames). Interior Metal . (3 coats (total) required - (1 Primer, 2 Final) Primer Coat: Semi -Transparent Stain -match Victoria Finish Exposed Interior Miscellaneous Metal (in kitchen area, including kitchen side of all doors & frames, paint to match adjacent wall). (3 coats (total) required - (1 Primer, 2 Final) C. Interior metal pipe supports at queuing area. (3 coats (total) required - (1 Primer, 2 Final) Primer Coat: Xim Sealer -Primer tinted to match Sherwin-Williams - "Black". 2nd & 3rd Coat: DTM Industrial and Marine Coating high gloss Sherwin Williams paint #B66-W111 Color: 'Black" BM 13-3 D. Exterior underside of exposed cementitious or plywood decking or T & G soffit. 2 coats (total) required. MATCH Ells COLOR Mens Room: synthetic marble as manufactured by Marquee - cultured marble #108 White with blue heron vein Warrens Room: synthetic marble as manufactured by Marquee - cultured marble #157 White with rose dawn vein A. See corporate vendor list, Sht. SP5 for contact & address. DIVISION 11 - EQUIPMENT SECTION 11172 - WASTE COMPACTOR 1. Waste compactor shall be furnished by the Owner or Franchisee, installation and final connection by supplier. Refer to Site Plan for location and Electrical Plan for disconnect location. 2. Compactor shall have a remote power pack complete with weather cover. Motor is ten (10 horsepower, 3 phase, 208/230 volts. NSWM Rating to be 1.15 cubic yards. Controls shall be a three (3) push button control with deadman and key lock start button. Capacity. GC 108 = 20 cubic yards GC 11M = 17 cubic yards GC 11S = 17 cubic yards DIVISIONS 12 - FURNISHINGS SECTION 12M - FURNITURE 1. Booth vinyl shall be Patriot Plus Burgundy by manufacturer Spralding Interational Inc. (See Coastal Equipment Co. contact information) Chair vinyl shall be Universal MT-18 Cinnabar by manufacturer Naugahyde (See Coastal Equipment Co. contact information) 2. Furniture laminate shall be Edenwood by manufacturer Nevamor. (See Coastal Equipment Co. contact information) DIVISIONS 13, 14 (NOT USED) Project No.05125.00 � m M `YI II ,i N m M a 0 P �® Vv � z� w ul�y Ea G a rf01 p V{ q y n m AO Q 6 O �v L „< m ElU x� vm ZIP A " U ,n C 0 0 `2F KW to $ =<o 6jrw259=oi , : x ,na-9 Wow o?W<oz ��a6 WSW �$UO Oj�� id Y�a1¢�aJ $gZ Z V1WWm� <ptpi<w U��ZZo OF�j�N ��IJNW dN3i5 ai =�noa oho TjTj�� N�$Z�Wp2�WZ `WmLL' Zm6U<Z<2Y O jyiii OK W7oZ zur, rGf'oZ rcrc xUOO� (�« WW zWE WW W<WOF Fa $a�w go=oozy 00 °J n n ;ac o� ® Ld in p� Z j O ad p O W CJ =i [L O_ Z Tn Q = 0 � LL� U O J J Revisions THRU ADDENDUM "A" 1/20/O6 (,OPOAiE 10 gAMT STANAM 7/28/011 4 CITY COMMENTS 1/5/09 PROJECT DATE 04/02/08 DRAWN BY LMHT CHECKED BY GIRL Sheet No SP4 L: \ZUUb\Ua1ZD\SF'4AAK4.awq Jan 9, 2UU9-1U:32am DIVISION 15 - MECHANICAL SECTION 15400 - PLUMBING 1. Work shall be performed by mechanics skilled in their respective trades and shall present appiearance typical of best trade practice. Work not installed ' t p e In h s manner shall be repaired or replaced. Work shall be in accordance with all state and locally enforced plumbing codes. 2. Cost for all connection fees, permits, tests, and inspections shall be aid by the Plumbing Contractor. Furnish three (3) copies ofinspectioncertificate before requesting final payment. 3. Exterior utilities shall have a minimum earth cover of 36 inches unless indicated otherwise. Grade for soil and waste lines shall be 1 /4 inch per foot (min.) for sizes 2 inches and smaller and 1/8 inch per foot (min.) for sizes 3 inches and larger. 4. All equipment and materials shall be installed in accordance with manufacturer's recommendations. 5. Contractor shall furnish and install any auxiliary lines, or accessories necessary for the proper functioning of the equipment and systems,whether or not specified or indicated on the plans. 6. Contractor shall provide in walls behind fixtures, adequate wood blocking for fixture hanger plates. Plates shall be 1 secured to blocking as per manufacturer's instructions. 7. The entire plumbing system shall be tested under normal operating temperatures and 150% of normal operating pressures 1 and the contractor shall demonstrate that all parts shall function properly. Leave all exposed pipin fixtures, fittings, etc., in a clean and like new condition. B. Soil, Waste and Vent Piping 1 A. Unless otherwise specified on the drawings Soil waste and vent piping larger than 2 inches, and all ppipingg in earth shall be PVC plastic pipe and fittings conforming to ASTM-D2665, ASTM D2949, or service wei ht cast iron ipe shall be packed with oakum and caulked wigg p th poured lead or may be Elastomeric 0-ring type. B. Waste and vent piping 2 inches and smaller except as otherwise noted shall be PVC conforming to ASTM-D2665 and ASTM-D2949. C. Provide cleanouts as indicated and required by codes. Cleanouts inside building shall be as listed on plans. D. Test all soil, waste, and vent piping to meet all code requirements. Test shall prove the complete absence of leaks with not less than 10 feet head of water. Water shall be maintained in the system for 15 minutes before inspection starts. Prior to fixtures being set, a water test with a water column extended through the roof of the building. 9. Hot and Cold Water Piping A. Hot and cold water pi ing above ground shall be Type "M" hard drawn copper tubing assembled with wrought sweat fittings. All water piping below grade or below concrete slab shall be Type L , copper tubing. Joints in copper tubing shall be made with silver solder similar or equal to Sil-Phos. B. Subject hot and cold water piping to hydrostatic test of 150 pounds for a period of twenty-four (24) hours. Hot and cold water piping shall be thoroughly flushed with water and then filled with a chlorine solution of 50 parts per million and let stand for eight (8) hours. The chlorine solution shall be drained and piping flushed with clean water prior to operation. A residual chlorine level of 1 part per million shall be retained. 10. Gas Piping A. The contractor shall arrange with the Local Gas Company to make connection to the gas main, to extend the service pipe to the meter, and provide meter, valves, etc. as required by local gas company. Contractor shall obtain and pay for service and meter. Gas service shall be of sufficient size to provide the flow of gas per hour as indicated on the drawings. B. Gas piping above floor inside building or on roof shall be standard weight Schedule 40 black iron threaded pipe assembled with 150 pound ASA malleable iron fittings. Make all threaded joints using joint compound on male threads only. C. Gas piping below grade outside building shall be coated with a fusion bonded epoxy at a p y thickness not less than 12 mils using electrostatic deposition and shall be Scotchkote. Field joints shall be covered with not less than 10 mils of the some material provided by Manufacturer. D. Provide a lever handle gas cock, dirt leg, and union at point of connection to each piece of gas equipment. E. All gas piping shall be tested by applying an air pressure of 100 pounds per square inch (psi) for a period of not less than two (2) hours and checking all joints with a solution of soap and water. Test shall prove the complete absence of leaks. 11. Drain piping and fittings above the roof may be galvanized 1 steel pipe, DWV copper drain pipe or PVC plastic pipe. Drain piping above suspended ceilings to floor drain shall be PVC plastic pipe. PVC plastic pipe shall have solvent cement socket type fittings and pipe conforming to ASTM-D1785, Schedule 40, and D2466 or D2665. Maximum distance between pipe supports for PVC piping shall be 4'-0". 12. Fixtures: 1 A. All plumbing fixtures shall be as listed on the plans. B. All exposed fittings, supplies, traps, etc., shall be chrome plated. C. The connection of fixture traps from lavatories to waste pipe shall be made with PVC plastic, or DMV copper pipe. 13. Valves A. Water valves shall be Hammond, Cast Bronze, BV811-T OR BV812-T, flow port. B. Gas valves shall be Walworth 554 or 1797E. 14. Hangers shall be split ring type secured to building construction with rods. Install hangers on outside of insulation with sheet metal saddle between hanger and insulation. 1 15. Provide chrome plated plates around all exposed bare and insulated piping passing through floors, walls or ceilings. 16. Flash vents through roof with 4 pound sheet lead extending 12 1 inches around pipe. Extend flashing to top of pipe and turn down inside at least 1 inch. 17. Pipe Insulation A. All hot and cold water piping in walls, above ceilings, and exposed shall be Insulated with an insulation having a maximum K factor of 0.27, flexible elastomeric thermal type insulation similar to Armafiex (Armacell SS) Longitudinal seams shall be sealed. Lateral seams (butt joints) shall be sealed on cold water pipes only. Thickness shall be 1/2" for cold water pipes up to 1 1/4"O and 1" for for cold water pipes 1 1/2"O and greater. Thickness shall be 1" min. for all hot water pipes. B. Insulate fittings continuous, but do not insulate valve bodies nor fixture supplies. SECTION 15500 - HEATING. VENTILATING. AND AR CM71ONM 1. Work included under this Division consists of providing everything required to construct and install a complete and proper operating mechanical systems as specified, indicated and elsewhere required. 2. Materials shall bear Underwriter's Label where such standards have been established and listed by Underwriter's Laboratories, Inc. 3. Materials, equipment, and appliances shall conform to latest industry standards. 4. Installation shall be in accordance with all applicable codes and regulations enforced by local authorities. In the event of no local authority, current national codes shall govern. 7' \2005\05125\SP5AAR3.dwel Jul 29,E 2008-11: 07am 5. Use extreme care in the installation of equipment to insure 6. 7. 8. 9. 1 that noise and vibration are held to an absolute minimum. Correct objectional noise and vibration. Provide vibration eliminators required for proper results. Cost for all fees, permits, tests, and inspections shall be paid for by the Mechanical Contractor. Make known arrangement of work and check arrangement and location of other trades to avoid conflicts. Examine drawings of other trades to determine exact equipment locations for 1 rough in. Mechanical Contractor shall provide to the Owner or Franchisee all operation and maintenance manuals in two (2) copies. Contractor shall instruct the Owner or Franchisee OR the Owner's or Franchisees representative in the operation of all equipment. Notify the General Contractor 24 hours in advance when piping or equipment is to be tested, before piping is insulated or concealed, and before trenches are backfilled. Failing to comply, Contractor shall uncover p y, rand retest lines, repairing any damage to other Contractors work as well as his own. 0. Before requesting final payment, inspect installation to assure that work is complete and requirements of contract have been fulfilled. 1. The Mechanical Contractor shall do cutting and patching required for installation of work. Do no more cutting than is necessary. Cutting of structural members will not be permitted. 2. Rooftop heating and cooling units shall be self-contained and 1 designed, constructed, rated, and tested in accordance with ARI Standard 210. Units shall be by Lennox or Trans as alternate. A. Unit enclosures shall be steel with factory applied corrosion and weather resistant finish. Provide gasketed removable panels or access doors for access to all internal parts. All joints shall be air and water tight. Enclosure shall be insulated in all areas of contact with conditioned or return air streams. B. Compressors shall be of the hermetic type and shall be complete with internal thermal and overload protection in each leg, and service valves. For 10 ton units and above, controls shall consist of low pressure cutout, high pressure cutout, and high pressure relief. Ma netic contactor fo g s r compressor motors shall be located in unit control panel. Provide standard one (1) year parts, five (5) year compressor and one (1) year Mechanical Contractor labor warranty. C. Condenser coil shall consist of non-ferrous tubing with mechanically bonded aluminum fins. D. Condenser fans shall be propeller type. Fan motors shall 2 have thermos and over -current protection. Magnetic contractors for fan motors shall be located in unit control panel. E. Evaporator Coils shall consist of copper tubing with aluminum fins mechanically bonded to tubes Coils shall be provided with liquid line dryer. F. Supply air fan shall be of the belt driven centrifugal type, with forward curved blades. Fan shall be statically and dynamically balanced at the factory. Fan shall not pass through first critical speed of cataloged RPM's. Magnetic contactors for fan motor shall be located in unit control panel. Provide controls to prove fan operation before heating or cooling can be energized. These controls shall also shut off heating or cooling in event of low air flow. G. Provide drain pan under cooling coil of adequate size to catch all coil condensate. Pan shall be zinc coated steel with heavy coat of insulating sealer. Provide pan with drain line connection and galvanized threaded trap. H. Heating section shall consist of two (2) stage gas fired heat exchanger complete with required gas valves, gas piping, factory wiring, and combustion fan. Provide minimum ten (10) year non -prorated heat exchanger warranty. Provide manual reset high limit protection for heating section acting through independent and separate contactors. Pilot shall be of the DSI (direct spark ignition) or hot surface ignition type: Provide power induced combustion air purge. Induced draft fan to run during pilot operation also. I. Filters in units shall be 2 inch thick, low velocity, glass fiber throw -away type in commercially available sizes. J. Electrical connections: Electrical disconnect shall be provided by manufacturer. Electrical Contractor shall provide/install circuit conductors from panel to disconnect. K. See Corporate Vendor List on this sheet for contact & address. 3. Kitchen exhaust hoods, supply fans, exhaust fans, exhaust ducts, and prefabricated curbs shall be furnished by the kitchen hood supplier. All equipment shall be installed by the mechanical contractor. Fire suppression piping, nozzles and fusible links prepiped with the hood for an Ansul R-102 restaurant fire suppression system shall also be furnished by the hood supplier. The kitchen hood supplier is responsible for the operation and certification of the suppression system. 4. Sheetmetal A. Heating and air conditioning ductwork shall be constructed of galvanized sheet steel gauges and assembly as recommended by SMACNA. B. Exhaust ductwork for type I kitchen grease exhaust hoods shall be constructed of black iron sheets with all welded joints. Install ductwork so pockets are not formed. Pitch duct back towards hood. After welding is complete, joints shall be wire brushed and painted with two (2) coats of zinc -rich rust -inhibitive paint. Ducts shall be constructed of not less than 16 gauge. Entire installation shall comply with requirements of NFPA 96. Exhaust ductwork for the dishwasher and bakery hoods shall be 0.040 gauge aluminum. C. Type of connections, bracing, construction, etc., shall be in accordance with the latest edition of the ASHRAE Guide. Ducts shall be substantially air tight. 5. Fire dampers shall meet or exceed NFPA, Bulletin 90A specifications. Install in fresh air intake where required by local code. 6. Back draft dampers shall be installed in exhaust air duct at fans as required by local code. 7. Grilles, registers, and diffusers shall be manufactured of extruded aluminum and shall be furnished in colors noted in schedule. Units shall be as manufactured by Nailor, Titus or Metal -Aire. Units - nits shall be I a in ceiling units unless noted y g otherwise. A. Paint flat black all visible sheet metal behind grilles, registers and diffusers. 8. Insulated low pressure flexible duct shall be a factory fabricated assembly consisting of a zinc -coated spring steel helix, non -perforated inner liner, wrapped with a fiberglass insulation. The assembly shall be sheathed in a vapor barrier jacket, factory sealed at both ends of each section. The composite assembly including insulation and vapor barrier shall meet the Class I requirements of NFPA Bulletin No. 90A and be U.L. labeled. The "R" value measured at 75 degrees F shall be 5.5 or greater per ASTM C177-71. A. Duct shall be Certainteed, "Certaflex" 25, as manufactured by the Certainteed Corporation, PO BOX 860, Valley Forge, Penn. 19482 or ATCO 70 Series as manufactured by ATCO Rubber Products, Inc., 4920 Mark IV Parkway, Fort Worth, TX 761-6. B. Install duct in a fully extended condition free of sags and kinks, using only the minimum length required to make the connection. Where horizontal support is required, flexible duct shall be suspended on 36 inch centers with a minimum 3/4" wide flat banding materials. All joints and connections shall be made with 1/2" positive Pocking steel straps. 9. Insulation A. Insulation shall be Certainteed, Johns -Manville, Owens-Corning, or equal, applied by Contractor or manufacturer's representative regularly engaged in the application of insulation. Insulation shall be a minimum of 2" thick, 3/4 pound density or 1" thick, 1 1/2 pound density, with a vapor barrier having a maximum permeance of 0.05 perms or aluminum foil having a minimum thickness of 2 mils. R-value shall be 6.0 minimum. B. All insulation materials, coatings and other accessories shall have a fire hazard rating not to exceed 25 for flame spread, 50 for fuel contribution, and 50 for smoke developed; materials shall not produce flaming droplets when subjected to fire. All products or their cartons shall bear label indicating conformance to the above requirements. C. Round duct (if required) shall be externally insulated with 1 inch {hick flexible blanket with an integral vapor barrier. "R" value shall be a 6.0 minimum. D. All refrigerant lines shall be insulated with 1/2 inch Aerotube. 0. Calibration Test Balancing A. A completely installed, operating, and balanced system is the responsibility of the Mechanical Contractor. Listed below is the division of specific tasks. B. Mechanical Contractor shall do the following: 1) Set HVAC units to RPM and amp draws listed on setup sheet. 2) Check and set HVAC evaporator fans for proper rotation. 3 Connect HVAC transformers to proper voltage taps. 4 Install thermostats and check for proper operation. 5 Install and check c all diffusers for toc lo cations proper and throw pattern. 6) Verify that the exhaust hood fans are properly interlocked with the correct make-up air fans and appliances. 7) Set exhaust and make-up air fans to RPM values listed on setup sheet. 8) Ad fust exhaust and make-up air fans for proper rofation. 9) Verify that hood exhaust filters are installed properly. 10) Verify that the non -heated make-up air ducts have dampers to each hood opening. 11) Verify that each supply run has its dampers open and locked. 12) Verify that each fan has the proper voltage present at the motor. C. Certified Air Balance Agency (furnished by others) shall do the following: i Inspect for proper fan installation. 2 Check for proper exhaust fan operation. 3 Check for air flow from each diffuser. 4 Check thermostat for proper functional operation. 5 Check rooftop unit for proper thermostat connections, voltage taps and outside air interconnect. 6) Measure amperage and RPM of each HVAC unit. (Direct the mechanical contractor to adjust ulleys to E values to obtain desire results. 7) Check the speed tap for the restroom exhaust fan and direct the mechanical contractor to adjust as ed. requir 8) Measure the restroom exhaust and supply diffusers and adjust the volumes near the values listed on the drawings. 9) Measure the main exhaust hood fan volumes and direct the Mechanical Contractor in the adjustment of the fans to obtain values near those listed on drawings. 10) Measure the main exhaust hood fan volumes and direct the Mechanical Contractor in the adjustment of the fans to obtain values near those listed on the drawings. 11) Complete installation inspection.' 12) Measure supply air volumes from each HVAC unit with a flow hood, adjusting values to desired values. 13) Smoke hoods for capture ability. D. For test and balance services and reports, contact: Melink Corporation, Cincinnati, Ohio, Phone: (513) 271- 1615. DIVISION 1 - ELECTRICAL SECTION 181W - BASIC ELECTRICAL REQUIREMENTS 1. All outlets, fixtures, and equipment shall be fully connected to proper sources of power supply and left ready for use. 2. Provide all excavation and tam-backfill as required to complete work. Correct any settling during guarantee period to the Owners satisfaction. 3. Provide all necessary cutting and patching as required to complete work. patching shall be done by mechanics skilled at their work. All openings shall be filled and matched to conform with fire regulations. 4. Cooperate with other trades: Make known to other trades arrangement of electrical work. Examine work of other trades to avoid any conflicts. Examine drawings of other trades to determine exact equipment locations. Examine manufacturer's shop drawings to determine rough -in requirements. 5. Permits, fees and codes; Pay all costs for permits, fees and inspections required by authorized agencies having jurisdiction over electrical work. Electrical system shall conform to requirements of N.E.C., State, and Local Electric Codes, Local authorities and Utility Company. 6. Equipment manufacturers', other than those listed, will be acceptable upon written approval from Owner. All electrical materials shall be listed and labeled by U.L. and shall conform to NEMA and other industry standards. 7. Provide typewritten directories in branch panel boards with clear plastic shields. Provide engraved plastic name plates on all disconnect switches, motor starters, control devices, and switches in service entrance equipment. 8. Tests: Entire electrical system shall be fully tested and corrected of any short circuits, open grounds, faulty wiring, and incorrect connections. 9. Guarantee: Complete electrical system including all materials equipment, and labor shall be guaranteed for a period of onar beginning with date of acceptance of building by the Owner. SECTION 16200 - BASIC MATENALS AND METHODS 1. Section 16100 applies to all work hereunder and shall include conduit, boxes, wire, wiring devices, lighting fixtures, and related materials. 2. Conduit: A. Connections to equipment shall be made with a 3'-O" flexible liquid -tight conduit with liquid -tight connectors. B. Connections to recessed lighting fixtures shall be made with 6'-0" of 1/2" flexible conduit from a box within 2'- O" of the fixture. C. Rigid galvanized threaded thickwall conduit with threaded fittings shall be provided in slabs on grade. Conduits below slabs on grade or in earth outside of buildings shall be Schedule 40 PVC with separate grounding conductor per NEC Article 352.60, 2002 edition, where acceptable by Local Codes. Where the use of PVC conflicts with Local Codes, substitute rigid galvanized threaded thickwall conduit painted with two (2) coats of Asphaltum and with two (2)) coats a plied at Joints after installation. All conduit o �fside building shall be buried a minimum of 2' 0 . D. All other conduit shall be electric metallic tubing with hexagonal all steel, compression type fittings. F. All electrical structural n mechanical Recessed bi shall be cle devices. G. wring device installed 22 box, switche of the box. cabinets she receptacles device in th, metallic box H. Equipment c starters, di; wire, etc., c equipment i drawings. I indicated cc I. Lighting fixtu ceilings sha in or on tili Lighting fixt structural n a ceiling su fixture corn J. Cleaning: A switches, wi etc., shall t damage of Contractor instructed t SECTION 164W - 1. Service: Contract termination with I necessary revisior terminations may on the utility con Owner. 2. Metering: Contra facilities including cabinet, conduit, local utility comp 3. Grounding: All e) the electrical equ system and neutr with N.E.C. Provi rods) which will pr than 25 ohms. I electrode conduct Provide connectio building and addii foundation. All p accessible. 4. Raceways: All ra conductor pulled 5. Panelboards: All circuit breaker ty circuit breakers a panel boards and assemblies shall I ample wiring gutt shall be complete and lock, all lock: for each lock. C 3. Concealed boxes shall be 4 inches square galvanized steel with In standard with galvanized extension rings, total depth of not less than 2 1/2 surface or flush i inches. board schedules i bre Surface mounted boxes shall be cast weatherproof aluminum. branch circuit otherwise shown. 4. Wire: Conductors shall be 98 percent Conductivity Copper of A. 120/208 vol No.12 AWG minimum size. Insulation shall be color coded, and Siemens typ rated for 600 volts minimum. Type THWN shall be used. 5. Wire connectors for sizes No. 10 AWG and less shall be T & B B. Power panel Piggy nuts ideal wire nuts or 3M "Scotchnick". Connectors be Siemens for wire size No. 8 and larger shall be by T and B or Burndy methods using hydraulic presses and heat shrink insulation kits. C. 6. Wall switches shall be gray and shall be as follows or approved equal• A. 20 amp, SP 125/277 volt: A and H No. 1991GRY, Bryant No. 4901GRY, or Hubbell No. P 1221 GRY. �\� p�1S O B. 20 amp, 3W, A and H No. 125/277 volt: 1993GRY, Bryant No. 4803GRY, or Hubbel \QS,p S, fcGS SuB� 0 8� 1223GRY. R�QV\90 F �\ C. 20 amp, 4W, 125/277 volt: MPV 8 �#\ k A and H No. 1224GRY. 1994GRY, Bryant No. 4904GRY, or Hubbell No. .( COO"p F. D. 20 amp, SP, 125/277 volt, with pilot light: Arrow -Hart No. 1991-PL, Bryant No. 4901-PL or Hubbell No. 1221-PL. E. 20 amp, SP, 125//277 volt, weatherproof: Arrow -hart No. 2991/2881-C or Hubbell No. 1281/1795. 7. Receptacles shall be ivory and shall be as follows or approved equal. Provide other receptacles as indicated on drawings. A. 20 amp, 125 volt, dupplex: A and H No. 5362 1), Bryant No. 5362 (1), or Hubbell No. 5362 (1S. B. 20 amp, 125 volt, twlstlock Hubbell No. 2310. C. 30 amp, 250 volt, 3 wire-G A and H No. 5700, Bryant No. 963OFR, or Hubbell No. 9430. D. 50 amp, 250 volt, 3 pole, 4 wire-G: A and H, P and S, or Hubbell No. 8450 with 8452 plug and 4/C No. 8 SO Cord. E. Ground Fault Interrupting, single: A and H No. 53GF62, Bryant No. 53GF62, or Hubbell No. OF 5362. (Provide spring loaded weatherproof covers where required by code.) F. Clock and Sign Hanger. A and H No. 5708, Bryant No. 2828-GX, or Hubbell No. 5235. Face Plates: Provide face plates for all devices including wall switches, receptacles, telephone outlets, on all wall outlets. Face plates shall be satin finished stainless steel. 8. Lighting fixtures shall be furnished by Contractor as scheduled on drawings. Contractor shall install all lighting fixtures and provide necessary mounting hardware. All recessed lighting fixtures shall be thermally -protected as required by code. A. Contractor shall furnish and install one complete set of lamps for all lighting fixtures supplied by the contractor. Provide label in each fixture indicating size and type of lamp corresponding with schedule on drawings. For complete light package quote and information contact: Jody Douglas, House of Lights, Inc., Box 2809, Sanford, N.C. 27330. Phone: (919) 774-1044. B. Starters: Three-phase units shall be by Square D, Type 8536 with 120 volt coil, N.O. Auxiliary contact and with red pilot (in cover). C. Raceway systems shall be installed to maintain the maximum headroom. Common supports may be used for mechanical and electrical equipment by coordinating the work with all trades. D. Wire: Use only approved type wire -pulling lubricants for wire No. 4 AWG or larger. Splice wire only in accessible boxes. Make wire joints mechanically strong before applying the connector, and where tape is used, wrap each joint to the thickness of the original insulation. Clean and polish metallic surfaces before installing conductors. Apply pressure type lugs on standard conductors connected to screw or bolt type connections. E. All wire shall be installed in a conduit and shall be concealed where possible. Where necessary to expose the wiring, the raceway shall be installed as inconspicuously as possible and in straight lines, parallel with the building lines. Cut raceway square, ram, smooth, and make-up tight. Plug ends of raceways during construction and swab -clean before Pullinri wire or cable. G. it Where two shall be n alignment. each oxes shall be supported from building mbers independently of the conduit raceways, rstems, or suspended ceiling supports. es shall be protected during construction and ed before pulling wire and Installing Unless noted otherwise, receptacles shall be ches above the finished floor to the top of the shall be 48 inches above finished floor to the top aceptacles noted above work counters and be mounted above the backsplash. Weatherproof all be installed so that the cover protects the open position. Receptacles shall be bonded to or to separate ground conductor per NEC. inections: Provide all necessary motor mnect switches, controls, conduit boxes, f connect complete to each piece of luiring connections indicated on the ere equipment ratings differ from that cult the Owner. s; Fixtures supported in exposed grid be provided with clips. Fixtures mounted ceilings shall be aligned with tiles. es shall be supported from the building mbers except for exposed grid ceilings where ,orting wire shall be provided at each equipment, including panel boards, g devices, lighting fixtures, wall plates, free of corrosion, dirt, paint spatter or y sort at final acceptance of the work. oil clean, repair or replace some as Owner before final payment. RVICE DISTRIBUTION shall verify service voltage and type of al utility company and shall provide and modifications required. Service ther be underground or overhead depending 3ny's requirement and approval by the for shall provide necessary metering meter socket, current -transformer nd other work for metering required by the ny. iosed no - n current carrying metallic parts of >ment, including the metallic raceway l conductor shall be grounded in accordance e a driven ground rod or system of ground vide an overall grounding resistance less onnection between ground rod and grounding �r shall be made using exothermic welds. to metallic water service within the ovally to reinforcing steel in the building lints of grading connections shall be made sways shall include and equipment grading ith the phase conductors. ianelboards shall be of the dead front e with mains, copper bus bars, and branch shown in the panel board schedules. All cabinets shall be so labeled. ab led. Panel board enclosed in code gauge steel cabinets with rs on top, sides, and bottom. Cabinets with trim and doors with combination catch keyed alike, and two (2) keys furnished binets, trim, and doors shall be finished as 1e manufacturer. Cabinets shall be for ounting as indicated on the various panel 1d shall be 20 inches wide minimum. All Ikers shall be 20 ampere trip unless lighting and appliance panelboards shall be i NLA or Square D. oards with mains 400 amps and larger, shall Type NLA or Square D. ers shall be thermal -magnetic trip, trip- Inake n manual or automatic operation, and q by the position of the handle ff and "on . All multiple circuit ul Ingle handle, common trip, no handle on the drawings are schematic. t the exact location of any shall verify with the I be mounted with the top circuit breaker 6 feet 7 inches above the floor. cre panelboards are located adjacent they :d so that their top edges are in d shall be provided with a neatly type completely identifies the utilization of ROOF DECKING CONTACT: JOE LEBOLD ADDRESS: TECTUM,ING. P.O. BOX 3002 NEWARK, OH 43058 (888) 977-9691 FAX: (800) 832-8869 04200 FACE BRICK CONTACT: DANA OR KEN ADDRESS: CUNNINGHAM BRICK OF N.C. EASTERN STATES 701 NORTH MAIN STREET (800)GTON6772-618127292 FAX: (336) 224-0002 CONTACT: ROD MORGAN ADDRESS: ACME BRICK COMPANY WESTERN STATES P.O. BOX 24012 OKLAHOMA CITY, OK 73124 (405) 525-7421 FAX (405) 525-7683 05400 STRUCTURAL STEEL CONTACT:KELLY PITTMAN ADDRESS: LIBERTY STEEL 1861 MAIN STREET FYFFE, ALABAMA 35971 (256) 623-3027 FAX (256) 623-3028 06100 FRAMING CONTACT: LUMBER. PLYWOOD. CHARLES HOBBY & TRIM ADDRESS: LOCAL SUPPLIER OR BROOKS BUILDING PRODUCTS 3401 TARHEEL DR. RALEIGH, NC 27609 (919) 871-0200 FAX (919) 871-0300 06195 LAMINATED BEAMS & TA JOISTS CONTACT: GREG ZORN ADDRESS: TRUS-JOIST MACMILLAN 17600 HAMPTON PLACE STRONGSVILLE, OH 44136 (440) 268-9136 FAX (440) 238-4256 06600 VINYL CONTACT: WINDOWS CHARLES HOBBY ADDRESS: BROOKS BUILDING PRODUCTS 3401 TARHEEL DR. RALEIGH, NC 27609 07310 ROOF SHINGLES (919) 871-0200 FAX (919) 871-0300 CONTACT: TONY MAGISTRO ADDRESS: ABC SUPPLY GO. INC. 1320 STARUGHT DR. AKRON, OH. 44308 (800) 786-1210 EXT. 711 7460 HOR17 0 ONTAL SIDING FAX (330) 785-7006 CONTACT: TONY MAGISTRO ADDRESS: ABC SUPPLY CO. INC. 1320 STARLIGHT DR. AKRON, OH. 44308 (800) 786-1210 EXT. 711 FAX (330) 785-7006 OR CONTACT: CHARLES HOBBY ADDRESS: BROOKS BUILDING PRODUCTS (919) 871-0200 FAX (919) 871-0300 08110 HOLLOW CONTACT: METAL DOORS & FRAMES ADDRESS: B.A. HOFT, INC. J.C. CURUNGS P.O. BOX 90127 RALEIGH, NC 276375 (919) 596-4446 FAX (919) 596-9520 PANIC HARDWARE ADDRESS: POSITIVE LOCK CONTACT, DANNY MURDERS 402 EAST 39TH STREET RUSSELVILLE, AR. 72801 08355 ALUMINUMD/A DOOR (800) 342-7670 FAX (800) 531-5293 CONTACT: JOE WIWAMS ADDRESS: ELIASON CORPORATION P.O. BOX 2128 KALAMAZOO, MI 49003 (800) 828-3655 FAX (800) 828-3577 08710 FINISH CONTACT: HARDWARE J.C. CURUNGS ADDRESS: B.A. HOFT, INC. P.O. BOX 90127 3 RALEIGH- NC 276375 0 CONTACT: NEIL HONAKER - CORPORATE CONTACT: CINDY BELL 09610 ACID ETCHING CONTACT: PETER AHERN LOUISVILLE 11LE 4520 BISHOP LN LOUISVILLE KY 40218 (800) 369-7671 DALTILE 5695 LITTLE LAKE DR HOPE MILLS, NC 28348 (919) 946-7519 FAX SUP -TECH 1111 LAMESA AVENUE SPRING VALLEY, CA 91977 (800) 667-5470 423-1123 09510 CEILING TILE CONTACT: SHERRY WEINGARTNER ADDRESS: ARMSTRONG WORLD INDUSTRIES (PUBLIC AREAS) P.O. BOX 3001 LANCASTER, PA. 17604 (800) 442-4212 FAX (800) 233-5598 09540 ERE BOARD CONTACT: CHARLES HOBBY ADDRESS: BROOKS BUILDING PRODUCTS 3401 TARHEEL DR. RALEIGH NC 27609 H. The etched aminated plastic identification plate for (919) 871-0200 FAX (919) 871-0300 each ppanelb and shall show the ponelboard identificatio , voltage and its feeder designation. OR 6. HVAC disconnect AM SOUTH be fumished by the IEl�ectric ADDRESS: LASCO PANEL PRODUCTS Contractor. All NEMA ND, fused switches shall isconnect switches shal, be normal duty t e 00V otherwise, unless noted otherwise ' Mind with o erqfor STEVE FOX 8015 DIXON DR. FLORENCE, KY 41042 800 626-1220 FAX: 606 371-8466 interlocked with he door so door can only `Th the off" position. Switches shall be manufactured by General Electric, Square , or Westinghouse. 09650 SOFT TILE N ENTRY) &RUBBER (IN BASE ADDRESS: LOCAL SUPPLIER 7. The main pole sin and building signs shall be turned on by OR Timeclock numb& 1. CONTRACT CARPET INSTALLER TRAMS FREEMAN 8. Smoke detectors shallbe provided in accordance with (5011 717-3387 FAX ((501) 717-3392 state and local ode requ rements. MOB(iLE (501) 236-48A3 9. The electrical contractor shall run a 2 inch PVC conduit from the telephone panel to the street. Coordinate final 10155 TOILET PARTIilONS termination point with the Local Telephone Company. CONTACT: J,C. CURUNGS B.A. HOFT P.O. BOX 90127 SECTION 18530 - SITE LKMNG RALEIGH, NC 27675 1. Sitelighting shall be designed to provide a minimum average 11172 WASTE COMPArTER (919) 596-4466 FAX (919) 596-9520 ligh' level of 10 (approximately 15 12 foot candles maintained foot -candies initial) for the parking areas CONTACT: FRED FREER ADDRESS: PHILADELPHIA TRAMRAIL CO. and entrances. Use of energy -efficient metal halide fixtures 1009 OAK WAY CANTON, GA 30114 will provide a bright white light. Location of the lights (770) 517-1172 FAX (770) 517-7931 should not interfere with the visibility of signs nor be a hazard to the street traffic. 15500 HVAC UNITS &CONTROLS 2. Site lighting shall be controlled by photo cell time clock / CONTACT., CHRIS SAXON ADDRESS: LENNOX NATIONAL ACCOUNTS arrangement. The g � photo cell will allow h p the lighting to come 412 NORTHRIDGE COURT NASHVILLE, TN 37221 on at dusk and he time clock will turn the lights off at a (615) 533-4661 FAX (615) 673-6446 pre -determined time. OR 3. Light fixtures sho Id be energy efficient 1000 watt metal halide cutoff floodlights. Advanced optics shall be provided to CONTACT: J.D. HOWARD ADDRESS: THE TRANE COMPANY assure maximum main beam projection, while minimizing spill 8120 BROWNLBGH DRIVE light and glare. Ballast shall be multi -volt (120, 208, 240, RALEIGH, NC 27617 and 277 volts) with a high power factor. Lighting supplier shall (919)781-0458, (919) 781-9195 (FAX) provide a 5 year limited warranty covering the fixture and a 1 year limited warranty covering the lamp. 15000 SECURITY SYSTEM CONTACT: PHILIP ELTING ADDRESS: UNIVERSAL ATLANTIC SYSTEMS 4. Poles shall be 25 or 30' tall (varies with site) square steel mounted 700 ABBOTT DRIVE BROOMALL, PA 19008 reinforced concrete bases with dark bronze finish. Poles shall (800) 421-6661 FAX (610) 328-0800 be be rated for the site site wind conditions with a minimum of 90 mph base wind velocity and allow for a 1.3 gust factor. Base cover and 16200 LIGHTING FIXTURES galvanize anchor )oIts with a masonite template shall be provided for CONTACT: JODY DOUGLAS ADDRESS: HOUSE OF LIGHTS, INC. each pole. Lighti g supplier shall provide a 7 year limited warranty BOX 2809 covering the pole finish from cracking peeling, excessive fading or SANFORD. NC 27330 corrosion. 1 (919) 774-1044 FAX (919) 774-1609 5. Site lighting based shall be formed with 30 inches round Sonotube plus Fibre Forms. Sonotube shall be as manufactured 16530 SITE & DESIGN 7783 Sunoco Products Company, Huntsville, SC Phone: (803) 383- .LIGHTING CONTACT: STEVE WISE ADDRESS: SOUTHWEST LIGHTING CO. A. Light bases all extend 3'-O" above finished grade and 4'-O" PO BOX 452558 below grade. All anchor bolts, anchor bolt templates, etc., GROVE, OK 74345 shall be supplied bX site lighting supplier. Contractor shall (800) 753-0585 FAX (918) 257-8702 follow manufacturers recommendations for use and placing concrete. 6. For more information on lighting design and materials see Corporate Vendor 11 List for ontact and adress, Sheet SP5. I' Project No.05125.00 Y e `j ^, l r`!r `. - �, -��, 1� .��.ram► 4- _ _ - - ^- --. J' ^ .1 my Yi MN N HT M i i]�0 n 0. M �o U uN Z„ Fl 01 m i Uo , x ul X0 Y) lU) . Y .m m PO cp R `i a �e y vm 0, a A i„ n 0 a L\1 lam 00 `°s r a 1212 05 R Fa OU U a N 2N <F- 6H &. 'm ' 16 q ww Fa Q�w 4iF mIarc $ 9 T "10 M03 Oa,G ¢$_W �FE rc w aao is ai 3W OW6 3 mf, of "rz � w a<o 893 t, r-" t • A ■ F! `.! . . = LJ 0 Revisions THRU ADDENDUM "A" 1/20/O6 /3MWAE T9 0N861T STONINf151/28/06 1 PROJECT DATE 04/02/08 DRAWN BY LMHA CHECKED BY EAH Sheet No TRACT A -----��--��-- r IIt LOT 18 I~ 0 w Z W7 3 FIND 4X4 CM NO 10 N 0.11' W 0.65' SET IB P FND 1/2" 0 IP NO ID S 0.13, W 0.66, FFE = 16.32 S_ _'59 PIP E 12" 0 PINE 14" 0 PINE,, -VD' 13" 0 PINE $" 0 PINE � /\ %,I\\ *13" t3" 0 PINE \ 10" 0 PINE 13 OPINE 1 " 0 PINE 12" 0 PIN _ 10"0 PINE I \ 14m PINE 9" 0 INE / \ 10" 0 PIN \ FFE - 16.32 CLEAN -OUT TOP - 16.32 INV. - 14.92� 1 0 576.07 .5.:n9-�mRmana, 1M6 ��/\� nM0 d1• 11" 0 PINE p 2 OQ 12" 0 PINE F FFF = 16.48 n SEPTIC TANK y' n ^, }X + '•�� N+^ry \ph 1� �• \ m \t ^ INVERT MES \ ELEV. = \ 11.47' • \ DRAINFIELD \ h CPP \ O BENCHMARK #2' \ \SET ZO� PK & W t,\\ W/ 4049 TOP = 14.39' /r SET IB G 1 n n°iry nh;\ *9" 0 PINE F.P.L..EASEMENT O.R.BOOK 465 8" 0 PINE P/�\ 1304 47. ��`t �:. it �. • �„� '�. : I 1 \ LOCATION MAP \ I� 2" 0 PINE 73 0 PINE 24 0 PINE "`\/� - r/\� / 8" 0 PINE 8" 0 PINE 8" 0 PINE EL V5 = 11,10 / 13" 0 PINE / \71 0 PINE 12" m PINE / 14 0 PINE / ` 12" 0 PINE 8" 0 PINE ' lIA�"il A� I. 9" OPINE /�: 9" 0 PINE \\ \\ .. CONCRETE 12" 0 PIN/� 11" 0 PINE \\ \ 8" 0 PINE %� \ FLUME n , 11" 0 PINE' 9 12" 0 PINE , \ 13" 0 PINE 8" 0 PINE n4 O. 74" 0 PINE / 12" 0 PINE } rib' 9" 0 PINE 14" 0 PINE 10" 0 PIN �/\ + 0 0 PINE 9" 0 PINE +rib \ }� nM ' 11" 0 PINES 9" 0 PINE t� 0 �X 13" m PINE , o- a* .. M Y 12" 0 PINE / \� TOB a' nN 4p x ... *" lop �' 0 PINE 13"OPINE i _ _ 'hh : 8" 0 PINE T 12` 0 PIN n 0 PINE 9" 0 PINE / TOP INLET 15" WINNE '/ll� �?� 12' m PINE V` + ��" ,V 12" 0 PINE a? �� 7 ELEV 13 79 F a I c o / 9" 0 PI E rig. 9" 0 PINE n \ NIX r x- b' 12" 0 PINE 10" •PIN \� _ ` + '�` 8" 0 PINE 8" 0 PINE 27 8" 0 PINE \ na w s.. 81u 10" 0 PIN � h �\ i \j �—� 8" 0 PINE 8' 0 PINE �.a" 1� .h• ,4 3: *�, r F 10" 0 PINE .� L" 90' 10" 0 PIN* P 9" 0 PINE 16" 0 PINE ' /� } ,�;h 1 a q i z " I 0 PI E 8" 0 PINE ,A 11" f PINE W Q 9 \ " 12" 0 PINE i3" 0 PINEfM_' �41 f � /13" 0 PINE / ` _ I . / nab •..f �. 9" 0 PINE 12" 0 PINE 0 PINE i 'O \ CLUSTER OF I I I 9" 0 PINE / AUSTRALIAN Ln 10" 0 PIN F� 12" 0 PINE 9 0 PINE 9" 0 PINE 14" O PIN TOE / 0 L0� (1 PINES 9" 0 PINE 13" 0 PINE \i 12" 0 PINE !� f i +G �J 9" 0 PINE 15" 0 PINE .y. ' /� / •� �L s�{'Y"3 e 1 8" 0 PINE 14" 0 PINE f 10" 0 PINE �, ,h. \ +,r y•�+� c FFE = 15.97 A i y- / i G \ \ 10"OPINE '� '.c -'` 14" 0 PINE -' "PINE : \^T^'"k `1,"'� �' 'a"�lt' " I. 10"OPINE /s 12"OPINE '� p / \1 �Ti s.Lya. 13" GO P E ii" 0 PINE 12" m PINE n'h J A 12" 0 PI E /A� + h h 12' 0 PINE 12" 0 PINE 8. 0 PINE A \ O A ^` a x �'s�a '� s- ,"'h• . + 8" 0 PINE � ! � '• hr✓ � K s` y I 11. 0 PINE + -'/ \ 0 PINE �. _ '\ 12" 0 PIN / \ / O >'kn"'"3 3v "T•x . �: r� + 13" 0 PINE lA 8" PINE nh' V 12" 0 PINE%� }0" ?b PWE \ gyp\ 1 o LP MANHOLE '411F• 11"OPINE yAf// 8" 0 PINE O 10 0. PINE p , pt s 13" 0 PINE I 13"OPINE 2/5 •" nh' 0 :� sr ' �IS� h �42afi 12" 0 PINE 10' 0 PINE 3, _ n h 10" 0 PINE* 9" 0 PINE H• + TOP 12" 0 PINE 6' " + 'E °+ e" a INE \ ® m INVERT 24 0 RCP ` 0 nh� 12" 0 P E 0 /f. 13" 4 PINE 12" 0 PINE 13" 0 PINE \ 8" 0 PINE 8" 0 PINE I 1 TOB \ rip. ELEV,, 10 3T r } 11" 0 PINE nh' 13" 0 PIN 12" 0 PINE O ;1 - + i \8° PINE i. I B" 0 PINE S' } ,,, 1 0 PINE + 10" 0 PINE *43 DRAINAGE " .i 30" 0 �FIGUB ?E� '� ��/ n� yy� 13" 0 PINE/1F\ I I �h" `\ • MAN:, HOLE Q 12" Id PINE 13" 0 PINE* 8" 0 PINE 0 PINE I I I 10" O OAK 13' 0 PINE I ' 12' 0 PIN 13" 0 PINE i�j/\� 8" 0 PINE I I 10" O OAK �} h+ - :a t 14" 0 PINE a• `y 5 � 10" 0 PIN 14" m PINE 9" PINE n T� o I 10 FPL \ 7� '� 10" 0 PINE Lod 4, BLOCK 4 to \t �12" 0 PINE 14"OPINE LOT 3, BLOCK 4 + ^ro /9" 0 PII E EASEMEN I 11. 0 PIN AGREEMENT w a.T\ o ~—� z 13" m PINE °/ a� 1 O.R.B00K 465 & \ \ 17" 0 PINE +� I PAGEB256T562 12" 0 PINE nv ti CPP o a5� Q 12" m PINE 12" O PALA� 8" m PINE I ry \ PAGE /30 \ \� 11" 0 PINE I N I N 1 12" 0 PIN 12" 0 PINE 14":0 PINE \ 11" 0 PINE . " 24" 0 PINE 10 0 PINE 10" 0 PINE �14 0 PINE o,} a�L+ I 9" m} PINE/�/\\. ANCHOR / �; F ZiA Q 8" 0 PINE + 13" 0 PINE '`h + 110" 01 PINE rpm ,h z < 11" 0 PINE 12" 0 PI E •ya ,� 1 0` 0 PINE. 0 OAK / ti LOT2 0 a- W tLLJ r ¢ / \ 11" PINE 12" 0 PINE 12 0 PALM 12" 0 PINE /i/ \\\ n rip I12" 0 PINE�i 13" 0 PINE A nN + r FFE 15.42 Z 12" 0 PINE 1 nh• LOT 2 ` \\` O 12"0 PINE Z 14" 0 PINE TOO 1 24" 0 PINE Coto F p f0" 0 PINE p 1 Z F 10• PINE 12" 0 PINE 24" 0 PINE 12" 0 PINE 10" 0 PINE I i 1 O 14" 0 PINEnI, 10" 0•PINE n�6 .BLOCK 4 `� -\ .1 N 1 � �nry0 W 9' 0 PIE PLAT No. 1 , \ .�i 10" 0 PINE ry ,\b. `� + } + } II I ,�a• + 10" 0 PINE'b° 0 On \ 12" m PINE ST. LUCIE GARDENS ! ,6 8" 0 PINE 13" 0 PINE } 1p nn9 13" 0 PINE 9" 0 OAK •n SOUTH PORT ST. LUCIE U IT SIX Zo o PLAT B OK 1, PAGE 36 20 m PINE ,z" m PINE h , Z 10" 0 PI E* 12" 0 PALM y� n°i' n N62'15'36"E h >, PLAT BOOK 14, PAGES 14, 14 & 14B o ST. LUCIE COUNTY, FLORIDA �,2" m PINE nh is" m PINE o 13" 0 PINE 9 53.42 ST. LUCIE COUNTY, FLOR A. M / + nh 13" 0 PINE nhp nh \9" OPINE 9" 0 PINE 12" 0 PALM 13" m PINE 8" 0 PINE + + 'Y v+ W �1t" 0 PINE p. h 14" 0 PINE 3 /\� (y `t\ \ 12" 0 PAL 8" 0 PINE 10" 0 PINE �, �. n'\' ` GV ` 1? `D \ 9" 0 PINE O o 16" 0 PALM / h h, ? n ' " nh .,�.1, rn nh• .O 0 / n`ti' '� / 11" 0 PINE + + 'L 'V N / 8" 0 PINE 8" 0 PINE + 13" 0 PIN / nF,. 12" 0 P 10"OPINE } 72" 0 PI E n 13" 0 PINE + + 9' 0 PINE \ '/� 13" 0 PINE 12 0 PALM 12" 0 PINE y 8" 0 OA , } 10" 0 PINE %\\` / 10" 0 PALM ----� + .. ' y PALM 8" O.PINE 8" 0 PINE �% 2" 0 PALM a?' �'., y?0 -� / rm0 *'r� y ;F 'F _ !:20 12" 0 PINE e n 12" 0 PINE 12" 0 PINE 13" 0 PALM----.,.� y, �. S89'46'59"E 121.93 ALMn / a 1 " 0 PINE �.`�'. �� ry ` � nh• = 0.. 0 PINE tALM ,�6� �+... noO'.... '. TOB \ \` h h .yc• i, i14"GOP M - -*r'- —'- -- —_ __ "" i- - h 1 - - - 10' 0 PINE n } n 3. 1 hy0•� i3' 0 PALM _ - 16" mPIN h• 0 PINE - --7 L" A pING-4^� b• 6' O12" 0 PALMEOP rya, ASPHAL9 0 PIN 12" 0 PALM—" - - - 12" m PALM\14 0 PINE ` 8/ "14 m PINE 13" 0 PALM — -14 0 PINE 11"0PINE rib• 10" 0 PINE 12V 0 PINE 110 PINED o ,;' "* TOP -= 14.65SSMH-_ - — _- - — �• 10" 0 PINE \ 12" 0 PALM I O = '`\' CURB INLET nh', 'O 0 PA 18 m PINE 10 m PALM " p. N Q TOP - 16.54 ,�h• nbh n0 FND 5/8" 0 IB \ / h q '�10" 0 PINE 12" •PALM 11" m PALM 9" 0 PINE �13" 0 PINE 14" 0 PINE n /1 1 nh9 ny \\\®®®_ i NO ID "��' ".0 PINE 12" 0 PAL 13` O:PINE 11" 0 PINE - __ •, \ N0.43'W5.45 _ + e + 28.79 6 e f f1 ¢ 12 GO P Lm o TOO S89 4 9 E ^° — — — — —� n + 765.36 h+ `\ � � �9� h , SET PK h � 13" 0 PINE — - - - " — - - -�— - - _}..:.— - - - M 0 `��.✓ I a /� h h• 0 SET IB it" 0 PINE 12" 0 PALMS - - - - — - a h 0 \ w '� '\ • '. h c- 13" 0 PINE ry ' ' - c, is - - - - --� --- - - - - hh b6 {S' '` nC'' i p. h`' ASPHALT nh' POINT OF BEGINNING \\ tB +- - _ +_ _ - _ — - SOUTH LINE SW CORNER LOT 4, (\ e I n h. BLOCK 4 rig• LOTS 3 & 4 N0013'01 "E f, '1 + , 5�6 \ nN• I I LEGAL DESCRIPTION 60.00 �,�;1 ETE CURB &RGUTTER LOT T 2 \F \' L\ S89'46'59"E 150.89 \w. The South 353.40 feet of the following described tract: gS�P 60.00' FFE - 15.42 w nh� NO 0 G ACCESS EASEJ)Nf \ Begin at the Southwest corner of Lot 4 Block 4, Section 12, + n6e AND UTILITY E 0 J Township 37 South, Range 40 East, ST, LUCIE GARDENS, according + O.R. BOOK 146 , PAS WESTERLY \ 0 \ to the plat thereof recorded in Plot Book 1, Page 35, St. Lucie RIGHT-OF-WAY LINE nh° County, Florida Public Records; thence South 89.46'59" East along I US HIGHWAY No. 1 the South line of said Lot 4, a distant' of 160.00 feet, thence (FEDERAL HIGHWAY) \ \ \ North 00'10'18" East, a distance of 353.40 feet; thence North \ b10 89'46'59" West, a distance of 160.00 feet to the West line of said LOT 15, BLOCK 4 LOT 13, BLOCK 4 Lot 4; thence South 00'10'18" West, along the West line of said Lo o LOT 14, BLOCK 4 WIt \ 4, a distance of 353.40 feet to the PONT OF BEGINNING. rib. \ + Containing approximately 5.47 acres. hp + Date of updated field survey.^9 ^ + 03110, 2007 AC ACRE EDP EDGE OF PAVEMENT N &.TT NAIL & TIN TAB PRO PRORATED Date of field survey: A/C AIR CONDITIONER EOW EDGE OF WATER N & W NAIL & WASHER R RADIUS 0910812003 ALUM ALUMINUM EM ELECTRIC METER NGVD NATIONAL GEODETIC VERTICAL DATUM RAD RADIAL ANC ANCHOR ES ELECTRIC SERVICE NO ID NO IDENTIFICATION RRS RAILROAD SPIKE 1. PROPERTY AD RESS. U.S. HIGHWAY No. 1 /'� y� APPROX APPROXIMATE ELEV ELEVATION NIS NOT TO SCALE RNG RANGE NOT VALID WITHOUT THE SIGNATURE AND THE NOTES. AVE AVENUE ENCL ENCLOSURE NO NUMBER RLS REGISTERED LAND SURVEYOR ERG BEARING X 17.00 EXISTING ELEVATION ORB OFFICIAL RECORD BOOK RCP REINFORCED CONCRETE PIPE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED y p y Client. BILK BLOCK FT FEET ORB OFFSET R/W RIGHT OF WAY 1. Survey of description as furnished b DLDG BOULEVARD F FIELD MEASUREMENT OH OVERHANG SE SANITARY SEWER 2. CERTIFIED TO URLCYOR AND AIAPPER 2. Lands shown 'hereon were not abstracted for easements and/or x BLVD BUILDING FNC FENCE OHW OVERHEAD WIRE SECT SECTION + ! BM BENCHMARK FFE FINISHED FLOOR ELEVATION PG PAGE SET I.B. SET 5/8 IRON BAR & CAP 04049 CAN CABLE TELEVISION BOX FH FIRE HYDRANT PK PARKER-KALON NAIL SET PK SET PK NAIL & WASHER /4049 C CALCULATED FPL FLORIDA POWER & LIGHT PK & TT PARKER-KALON NAIL & TIN TAB S/T SEPTIC TANK CB CATCH BASIN FND FOUND PK & W PARKER-KALON NAIL & WASHER S/W SIDEWALK 0 CENTRAL ANGLE GOVT GOVERNMENT PVMT PAVEMENT SBT SOUTHERN BELL TELEPHONE BOX CLF CHAINUNK FENCE HSE HOUSE PRM PERMANENT REFERENCE MONUMENT S/F SQUARE FEET CHD CHORD I & E INGRESS & EGRESS EASEMENT P PLAT S/0 SUBDIVISION CONC CONCRETE INV INVERT P8 PLATBOOK T TANGENT CBS CONC. BLOCK STRUCTURE IS IRON BAR POD POINT OF COMPOUND CURVATURE ICE TEMPORARY CONSTRUCTION EASEMENT CM CONCRETE MONUMENT IP IRON PIPE PC POINT OF CURVATURE TOB TOP OF BANK CNR COULD NOT READ IS & C IRON BAR & CAP PI POINT OF INTERSECTION TOE TOE OF SLOPE CPP CONCRETE POWER POLE IP & C IRON PIPE & CAP POB POINT OF BEGINNING TWP TOWNSHIP COR CORNER L ARC. LENGTH POC POINT OF COMMENCEMENT TRANS TRANSFORMER COV COVERED LE LANDSCAPE EASEMENT POE POINT OF ENCROACHMENT TYP TYPICAL CMP CORRUGATED METAL PIPE LB LICENSED BUSINESS NUMBER PRO POINT OF REVERSE CURVATURE UDE UTIUTY & DRAINAGE EASEMENT CVG CONCRETE VALLEY GUTTER LP LIGHT POLE PT POINT OF TANGENCY UE UTILITY EASEMENT D DEED LAE- LIMITED ACCESS EASEMENT PP POWER POLE U(G UNDERGROUND D/F DRAINFIELD MAG MAG NAIL PUE PRIVATE UTILITY EASEMENT U UTILITY POLE DE DRAINAGE EASEMENT ME MAINTENANCE EASEMENT PLS PROFESSIONAL LAND SURVEYOR WM WATER METER DRAINAGE FLOW MH MANHOLE IE PROPERTY LINE WV WATER VALVE ESMT EASEMENT MHWL MEAN HIGH WATER UNE PROP PROPOSED WPP WOOD POWER POLE EOC EDGE OF CONCRETE NL NAIL 0 17.00 PROPOSED ELEVATION 0 DIAMETER STEPHEN J. BROWN INC. i STEPHEN J. BROWN, PROFESSIONAL SURVEYOR ;'AND MAPPER REGISTRATION NOD. i4049, STATE OF FLORIDA rights -of -way of record. 3. All bearings are referenced to the North line of subject property, calculated as S894659"E all others relative thereto. 4. Elevations shown hereon are relative to National Geodetic Vertical Datum of 1929, and are based on the NGS 1991 Benchmark N 403 (converted from NAVD 1988). 5. There are no;above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111C 0295F , dated 08/19/1991 , locates the parcel in Zone X , base flood elevation NIA feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is an interpretation by the surveyor and is provided as a courtesy. The flood zone(s) should be verified by a determination agency. 7. Underground 'foundations & utilities not located unless shown. ...�.-.....0 ., _ .. _ ... .a.. " ..�. ...�" .J ...... 00 LT7 F r U] GOOD cq A z� (/7 W v LLJ LLJ e I— W z U Pi CL r zoo p zWw F � cr� 0 -- C-) W F4 A H O ~j e W El E4 m w d 0 21-1 Q }— r LLJ Q <C _J -I O 0 C)O U W LI J O 0 J —M 0 IL LJ `—t O Ca O 0 LLJ ry 0_ 0 0 Q 0- � r CK 171, Q n o- ._a I { 4 t 1 - 1 c J n n J J J J f XW v� X 0 t _/111 x XX $ W I— fn Z O W 1. a. ♦ . " : I2j[! O _'`., '.� L® �VK"L is �i �I, \ " V ro \ :�! 11,02 S.F. „t.: I � I _ E r'.uruu,:r___ram'.—'T'"".�"'____m`.'e�:,. I,.. :..... :....., Iv , "5-^..: \ ` Cn .moo \ 1 31 x 1E :1t �'�� o ..ti..,' p Pa as n 4e�tltP� n ea a a^ Q~ U 4 , r. t ly / I 1 I ., � ..—e,,,mewm„ .. ,,.�..,�.�' .»�.. .. ..as�a.. R .•, ._.�,«®..�,.es>:... •.. .» ._ :.ii l ..... p I I ILLJ c I i / I - _ .«.w:w ._ xmsnn:. �. rJ :. II I' 1 '..: '$• > �. N } N / \ :\—, q� , / 6Y 1 v:.®u.»...w®®.�w,m®.:®a ....i�,..w..w:.�:x- \ •'.: '� \' Y N Y X7 O i� 1 \� / — ma_„y�•= >&IX L_. ;Y... �°y�p�"h• U r .': Ill .. .. , �" t LAI MOMWAEM �G CG 1G FUTURE ._. /.. •{ ., I DRY qCJEN�Ej1p�},qETAIL .1111N L 0.3i AC. OtO S.F. • wo = Y = m o o 0 a _ f / O / 1 t r \ J TREE PROTECTION o �, I � 1 I \ I I I ' / -------------- s : 1. 1. \\ h.. : / \: :\ ::.. \\ /: . ...-:.-.. ......__-_._...__. .-,_.__' ... ....... :. _ .___.. _._ _ ._=_—... ._... _..-,: .__:......:.,-.— ✓'"..--'"" -' m... y:.. �I. yy/. y�43/y�1 J.%�, '- 0 3 E a � 0 0 a o i O.. N 1 m o� o� 0 r I. Root prune 11 Sabal Palm roots 60 to e0 days prior'to relocating the palm. Prune so rootbal' is approsimately 42" diameter x 4211 cleep 2. Thrououehly wet adjacent soil immediately prior to digging the palm. Wrap 42" x42" rootball -in 'burlap for transport to relocation area: 3. Remove all fill fronds from the crown, Leaving developing foliage :exposed. Crwn -shallnotbe devold'of green foliage prior to planting 4. Plant palms -in accordance with details and ,specificat;ions in this plalnting plan package. 5. Refer to plla ting plans for relocation area for palms. TfREE f FRUN`ING NOTES: 1. Existing trees to remain shall be pruned under the direction of a licensed arborist to remove dea /dying or potentially detrimental limbs. 2. Tree canopies shall reveal 5 clear trunk minim' um.l s 3. Mulch around base of trees to remain with specified mulch material rings shall be 3' m from the trun in all directions. 0 •� N L 4 r LEGEND` CANOPY TREE TO REMAIN PALM TREE .,/ TO REMAIN Fe RELOCATE lam/ REMOVE l TOP "1. .54' i t (typical) V PRUNE DEAD/DYING \'1�IMBS/ AND CREATE 51 MIN. ,, CLEAR TRUNK FOR EA(�H PROTECTED TREE TO REMAIN. PY TF�F=E SEOVAL DA7A, TREES TO REMAIN` TREE TYPE 25H INCHES NO. OF TREES OAKS 29" 3 PINES J 196" "_'104 FICUS 30" 1 PALM 20-1" fro TOTAL 146211 124 TOTAL TREE CREDIT 2,S24" (2X INCHES REMAIN) TREES TO 5E RELOCATED TREE TYPE D5H INCHES NO. OF TREES PALM 14111 13 TOTAL 14111 13 TOTAL TREE CREDIT 141" (IX INCHES RELOCATED) TREES TO 5E REMOVED TREE TYPE D5H INCHES NO. OF TREES OAKS Sll I PINES* (12"+) 1063" 168 TOTAL I,071" 169 MITIGATION REQUIRED 2,142" (2X INCHES REMOVED) TOTAL MITIGATION REQUIRED NO MITIGATION REQUIRED *(NOTE: OAK TO 5E REMOVED IS 5ELOLU MITIGATION SIZE THRESHOLD OF 1211, SEE ST. LUCIE COUNTY LAND DEVELOPMENT CODE: SECTION &.00.05, PARAGRAPH 'I?', 51,15-6ECTION 1, TA5LE .) Call 48 Hours" before you dig It's the Law! 1-800-432-4770 Sunshine State One Call of Florida, Inc. W � W Q z z Y a a rn W U W O S fn C1 in U 0 IJ I.) LU z� O O z c? w_ U 0 30' 60' J SCALE: 1 "=30' u DATE APRIL 2008 PROJECT NO. 041159000 SHEET NUMBER TI1 30 § \ 1 rn � e rn , N AF2K 2 ,/ i E {; � y I I 2 I 2 i 2 MC 5 l\ \� oOo,oOO a QV< CO QL CO QL QL `SET Pk & cY \ 1 1 1 1 w b a Q CO 6 ldf 4g49 \ N\, \� r, N to co o : �wj Y" -•�' :?"'s-7 1 1 Q :TF. .t''� N N o' N N a O O O O ""7 S D EXIS ING FENCE SOD + .,# TO REMAIN_ _.:. , TD _. .. P ._.. :a r ., MULCH BED _ ., F MU GN BE o 7 ,. ,. ti Q4Q'000 o .. I:..,.. EDGE TYP r S — � EIa E TY) .. CG C ) t liwEPT �_.� 0 1 1 Y FT ! W � 113 k, .: ; ° .,'z .' 13 ,, ;>: � ELEv. =- 1�.1�` \ � � W' W � (� o, iIS : C2'V QV .,o :..,t �:.., :5 ..VD ,r,„,,; : \� Q- W n ..,. `� CONCRETE s:' 2 \ 3q IS , I - ,-;: . � ,�., .., FTVIviE - IS - QV 2 Z Z Z Z Z W y �d,y' $ QL r r " 7 0. GOLDEN CORRALG a QQQQQ VO VO TF TiP E€LEl (n 6 _ ,> \ � 0 40 20 h: -^ �6� 30 3 56 - 3'' W 4G �\ ": \� WWWWW r 18 VD PM JC PM 73 \ Q EXISTING AUSTRALIAN TD 3 0 :,:. O V PINES T BE REMOVED w .P , : ;o a,• w,• , e'e-,emu ,� ! .., ..:..,, u au. ^,w w aro O QL SOD , : , :-=; '::;, : _- � •.,�-,� - �\ NMilka a 1 HEDGE RCWS IN GONTINUACSi.. \ PRESERVE 4 LL m 42o-__ M M , 15' MULC MULCH BE&(TYP.) AREA ULC z 'SS6 S5S o d% ro co 12 IS IS IS INSTALL ROOT BARRIER " ♦ VO 1 WM WM QL WM \ O O p E _ ALONG CUR {gDGE ADJACE iT \ = o h o O 'LIVE OAKN >, cn N a QL aC,, IS ISM \� d a 3q , , a cacv IV, CD MANHOLEo IS MC F \ \% I 4 I 4 S�vEhT 24 € C t w d> - q {yp \ 1. ? , k r Eger, = 1OZ7 13 RELOCATED VD G 1 ,I ! c;, ? QV 40 Y fr s 5 BAL PALMS 30 2 N y �� VID ( t' 40 IMITS OF \\\\\ @ a v 1`. .. i . I TF ARIA SOD \ \ X o V h I: D `B }�NTIQN o 00 = • r.r E TINE a i ;;.,., F C3 T ,�« � ...... 2 1 p1 w s. ;, . l I, • : q II 1 2 } ! QL ,t ;:. it w 3 C7 JN e . 16 (I EXISTING"�'FREES I- o : p I 4 \ o C REMAIN co- PM CG a (� 10 - i,, . ; . TD ( o 2 s1 a - TOP 150'w A " 1 j ... a �-' .-- 0� l� J, �i i��N�la1��Al�� N _ o z JC 10. g T PK W n o- _ e �� l� gp i CE t r CONCRETE a_2 PINE sWALK o p . E E c " ! - .., MNM, 4JM' TD / �. SI. n d m o jjI q /AR [ Ir�II w w S WOOD F NCE 15177 o S 1 D TF C w am _ N 1 2 I 9 :: • ,.. CG Ea TR E CE .. _ � € a". 1. ; -. S ,... M .. + : ' , :.., ,c.:... �:: t. ,_ a=ss °`aI mow: . "'" � .- , fs£7 .�''✓ .. - _ 151 • E€�P , .,_ A�PFIALT .-"31 e,'�� - a a IS SO - ssraw' - h' . d'"l+. I+ _..1+_... �'' s ix'---- __ - _." .. a:rie �riisl _ TOP:- 16 54' ;r;.:^i ,.-.•. .-•--.:..,m aETAINING WALL + +++++++ +++ +++ +++ + + + + + ++++ +++ +++ +++++ ++++ ++ SOD CSID- 1 0 3 MC SP QV C ASPHALTCL w 0.. .., y,y � a013'J1 . 13 »c n I IUj . a -r- c I I c o PLAN I ZD H=.DUL� SHRUB AREAS CODE BOTANICAL/COMMON GONT CAL SIZE �+C y TREES CODE BOTANICAL/COMMON GONT CAL SIZE QTY 9 a IS Ilex vomitoria 'Stokes Dwarf' / Dwarf Youpon 3 gal@ 3 " oc ' 12"xl2" 638 E a + (N) CO Chrysophyllum oliviforme / Satin Leaf F.G. 2.5" Cal. 12-14' Pt x 5' Spd q "i N a JIG Juniperus chinensis procumbens 'Nana' / Dwarf Japanese Juniper 3 gal@ 30" oc 12"x12" 307 s o } (N) CE Conocarpus erectus / Green Buttonwood 45 gal 31, C 1. 12-14' Pt x 5' Spd 13 a (N) QL Quercus laurifolia / Laurel -leaved Oak 65 gal 31, C 1. 12'H X /c' SP 36 TA Trachelospermum asiaticum 'Minima" / Dwarf Asiatic Jasmine 3 gal@ 30" oc 1copy% C\4 ILE (N) QV Quercus virginiana /Southern Live Oak 100 gal 4" C 1. 14-16` Pt x 7' Spd. 2q o" z ` (N) �° N TF Tripsocum floridona / Dwarf Fakohatchee Grass 3 gal@ 3 „ oc 24n 522 • a (N) SP Sabah palmetto / Cabbage Palm F.G. 16' CT i26 ,1 J N _„mu'^�+"� Slick trunk s GROUND COVERS CODE BOTANICAL/COMMON GONT CAS SIZE QT[ - (N) TD Taxodium distichum / Bald Cypress 45 gal 17P X 6' SP 21 LANDSCAPE CALCULATIONS REQUIRED PROVIDED ,North Property Line - 415 LF 14 15 1 Tree per 30 LF, 12' ht. min. 48" high shrub row - 415 LF g3 130 1 shrub per 5 LF a5outh Property Line - 515 LF 11 11 i Tree er 30 LF 12' ht. min. 2411 high shrub row - 515 LF 103 110 1 shrub per 5 LF East (US HWY- 1)Propertyy Line - 352 LF 12 13 l Tree per 30 LF, 12' ht. min. 48" high shrub row - 352 LF 11 13 1 shrubper 5 LF West Property Line - 354 LF 18 I Treeper 30 LF, 12' ht. min. 12 4811 high shrub row - 354 LF 11 111 1 shrub per 5 LF Parkingg Islands I tree per island 39 39 17, 30 rn� 5' CT ` TD2 Tracfielosperm' •asiaticum 'Minima' / Dwarf Jasmine 3 gal@ 30" oc 611x121l 24 • Not including property line along Preservation Area in the West, ORNAMENT) PALM CODE BOTANICAL/COMMON GONT CAL SIZE ROOT BARRIER: 0 0 3(11,DEEP (UB 3G-2� BY DEEP ROOT, OR APPROVED EQUAL). PM Phoenix roebelenii / Multi -Trunk Pigmy Date Palm F.G. 6' CA 10 INSTALL BETWEEN' PLANTINGS +E RETAINING WALL PER MANUFACTURER'S SPECIFICATIONS, APPROXIMATELY 310 L.F. o r Double Trunk, matching, 4' CT min 0 c " SHRUBS CODE BOTANICAL/COMMON CONT QC SIZE QT� - a SOD St. Augustine Floratum Bid per square foot :installed a Bid P 1 II aa ensaoa' qY - o O (N) GG Ghrysobalanus Icaco /Green Gocoplum 7 gal 36" D.C. 48 x3Q SOD2 Bhi'Pcl 163 Per s are foot installed o a NO z - I _ o - „ I � I - 5% O • 1 _ S A MS NATIVE- 84/ 1 428 OF 2 408 SHRUBS/G OUNDGOVER NAT VE q I 1 O 153 TREES/PALMS /P L 00 JN Jasmrnum nitldum / Shining Jasmine 3 -gal 30'D.C. 24 x24 ,42 (N) NATIVE PLANT(' 128 F TR , CY)a LANDSCAPE NOTES _ n o a O (N) MC Myrica cerifera / Wax Myrtle 7 gal 301 .C. 48"x3011 271 ALL LANDSCAPE BE AREAS TO RECIEVE 100% COVERAGE BY MEANS OF AN AUTOMATIC SPRINKLER SYSTEM. IRRIGATION SYSTEM SHALL INCLUDE AN AUTOMATIC. RAIN 0 30' 60' o SENSOR TO RESTRICT THE WATERING OF VEGETATION DURING A RAIN EVENT. CONTRACTOR SHALL INSURE THAT ADEQUATE WATER IS SUFFICIENTLY SUPPLIED IN c� U g NECESSARY QUANTITIES TO ALL NEWLY INSTALLED PLANTINGS TO ESTABLISH PLANT MATERIAL. r (N) VO Viburnum obovatum / Walter's Viburnum 3 al 36" .C. 24"x18" 155 SCALE: 1"=30' "M c 3" LAYER OF SHREpDED EUCALYPTUS MULCH PER SPECIFICATIONS I CL ALL PLANTINGS SHALL IN m VD Viburnum odoratissimum / Sweet Viburnum 3 gal 36"i .G 24"x18" 218 PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES, THE DRAWING SHALLT E PRECEDENCE. IT IS THE Y CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES, INCLUDING SOD AND MULCH. h ° ' NO INTRUSIVE ROOT SYSTEM VEGETATION' SHALL BE PLACED WITHIN TEN FEET OF UTILITIES OWNED, OR TO BE OWNED BY PSLUSD. NO LANDSCAPING SHALL BE PLACED E IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF UTILITIES OWNED OR TO BE OWNED BY PSLUSD. E c v Call 48 Hours before you dig It's the Law' 1-800-432-4770 \ Sunshine State One Call of Florida, Inc. Q 0 JJ Q Lc z s®m O U w U D J DATE APRIL 2008 PROJECT NO. 041159000 SHEET NUMBER C- ~ 17, 30 rn� 5' CT ` TD2 Tracfielosperm' •asiaticum 'Minima' / Dwarf Jasmine 3 gal@ 30" oc 611x121l 24 • Not including property line along Preservation Area in the West, ORNAMENT) PALM CODE BOTANICAL/COMMON GONT CAL SIZE ROOT BARRIER: 0 0 3(11,DEEP (UB 3G-2� BY DEEP ROOT, OR APPROVED EQUAL). PM Phoenix roebelenii / Multi -Trunk Pigmy Date Palm F.G. 6' CA 10 INSTALL BETWEEN' PLANTINGS +E RETAINING WALL PER MANUFACTURER'S SPECIFICATIONS, APPROXIMATELY 310 L.F. o r Double Trunk, matching, 4' CT min 0 c " SHRUBS CODE BOTANICAL/COMMON CONT QC SIZE QT� - a SOD St. Augustine Floratum Bid per square foot :installed a Bid P 1 II aa ensaoa' qY - o O (N) GG Ghrysobalanus Icaco /Green Gocoplum 7 gal 36" D.C. 48 x3Q SOD2 Bhi'Pcl 163 Per s are foot installed o a NO z - I _ o - „ I � I - 5% O • 1 _ S A MS NATIVE- 84/ 1 428 OF 2 408 SHRUBS/G OUNDGOVER NAT VE q I 1 O 153 TREES/PALMS /P L 00 JN Jasmrnum nitldum / Shining Jasmine 3 -gal 30'D.C. 24 x24 ,42 (N) NATIVE PLANT(' 128 F TR , CY)a LANDSCAPE NOTES _ n o a O (N) MC Myrica cerifera / Wax Myrtle 7 gal 301 .C. 48"x3011 271 ALL LANDSCAPE BE AREAS TO RECIEVE 100% COVERAGE BY MEANS OF AN AUTOMATIC SPRINKLER SYSTEM. IRRIGATION SYSTEM SHALL INCLUDE AN AUTOMATIC. RAIN 0 30' 60' o SENSOR TO RESTRICT THE WATERING OF VEGETATION DURING A RAIN EVENT. CONTRACTOR SHALL INSURE THAT ADEQUATE WATER IS SUFFICIENTLY SUPPLIED IN c� U g NECESSARY QUANTITIES TO ALL NEWLY INSTALLED PLANTINGS TO ESTABLISH PLANT MATERIAL. r (N) VO Viburnum obovatum / Walter's Viburnum 3 al 36" .C. 24"x18" 155 SCALE: 1"=30' "M c 3" LAYER OF SHREpDED EUCALYPTUS MULCH PER SPECIFICATIONS I CL ALL PLANTINGS SHALL IN m VD Viburnum odoratissimum / Sweet Viburnum 3 gal 36"i .G 24"x18" 218 PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES, THE DRAWING SHALLT E PRECEDENCE. IT IS THE Y CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES, INCLUDING SOD AND MULCH. h ° ' NO INTRUSIVE ROOT SYSTEM VEGETATION' SHALL BE PLACED WITHIN TEN FEET OF UTILITIES OWNED, OR TO BE OWNED BY PSLUSD. NO LANDSCAPING SHALL BE PLACED E IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF UTILITIES OWNED OR TO BE OWNED BY PSLUSD. E c v Call 48 Hours before you dig It's the Law' 1-800-432-4770 \ Sunshine State One Call of Florida, Inc. Q 0 JJ Q Lc z s®m O U w U D J DATE APRIL 2008 PROJECT NO. 041159000 SHEET NUMBER C- ~ I CL ALL PLANTINGS SHALL IN m VD Viburnum odoratissimum / Sweet Viburnum 3 gal 36"i .G 24"x18" 218 PLANT LIST QUANTITIES ARE PROVIDED FOR CONVENIENCE. IN THE EVENT OF QUANTITY DISCREPANCIES, THE DRAWING SHALLT E PRECEDENCE. IT IS THE Y CONTRACTOR'S RESPONSIBILITY TO VERIFY PLANT MATERIAL QUANTITIES, INCLUDING SOD AND MULCH. h ° ' NO INTRUSIVE ROOT SYSTEM VEGETATION' SHALL BE PLACED WITHIN TEN FEET OF UTILITIES OWNED, OR TO BE OWNED BY PSLUSD. NO LANDSCAPING SHALL BE PLACED E IN A MANNER THAT WOULD CREATE CONFLICTS WITH THE INTENDED OPERATION AND MAINTENANCE OF UTILITIES OWNED OR TO BE OWNED BY PSLUSD. E c v Call 48 Hours before you dig It's the Law' 1-800-432-4770 \ Sunshine State One Call of Florida, Inc. Q 0 JJ Q Lc z s®m O U w U D J DATE APRIL 2008 PROJECT NO. 041159000 SHEET NUMBER C- ~ C- ~ , t I m m CD I I I Ljj o ,nrN� o N W W W W W i-Ff-F-f- Y I: :PROTECT TREE TRUNK WITH ;20- I. FIVE (5) LAYERS OF I. PROTECT TREE TRUNK WITH Q Q Q Q o BLACK RUBBER HOSE. BRLAP TO PROTECT BLACK RUBBER HOSE. 2. #10 GAUGE WIRE (NOTE FOR 12�p• TRUNK 'j20° 2. #10 GAUGE WIRE (NOTE FOR N MULTI -TRUNK TREES USE 120°. 2. TWO STEEL BANDS TO SECURE ✓ MULTI -TRUNK TREES, USE D D D D :D z SEPARATE GUYS TO STRONGEST PLAN BATTENS SEPARATE GUYS TO STRONGEST o � I 0. - -05 LN TRUNKS AT CENTER OF EACH). 3. FIVE 2' X 4' X 18° WOOD HA I TENS \ MINIM F OF NINE (q) GOOD I TRUNKS AT CENTER OF EACH)A. WA5HINGTO ALM FRONDS I °. LA - Z z z Z :.z >3. THREE 2" X 8' LODGE POLES 4. 3-2' X 8' LODGE POLES. RAIL PALMS 51MILAR W/ I P - 3. THREE 2° X 8' LODGE POLES Q Q Q < SPACE EVENLY AROUND TREE. (DRILL AND NAIL IF NECESSARY) BOOTS INTACT. _ 12 120• 2. PRUNE AND TIE FRONDS SPACE EVENLY AROUND TREE. J J -J J J 4. 3" MINIMUM OF MULCH AS 8. SEE PLANS AND WITH HEMP TWINE. CABBAGE ' 70 BATTENS 2' X 4' STAKES. FLAG 4. 3 MINIMUM OF MULCH AS AT MIDPOINT AT BASE. - PALM$ TO BESELECTIVELY 5PECIFIED,WHERE TREES ARE PLACED IN WHERE TREES ARE 'SPECS. FOR PALMS W/ .PLAN r , HOOTS TO REMAIN, ON i "HURRICANE CUT',LEAVING PLACED IN SOD MULCH RING FOR ° PLACED IN SOD MULCH RING FOR , • ° 5. 3°MINIMUM OF MULCH AS SPECIFIED. 3-4 SMALLER, TRIMMED - TREES PLANTED ON SLOPE SHALL W W W W W TREES SHALL BE 8 DIAMETER TRUNK. � - (MIN.) OR AS DIRECTED BY WHERE TREES ARE PLACED IN SOD, FRONDS, - BE LIMITED TO MULCH WITHIN THE I 0 MULCH RING FOR LARGE TREES C. FINAL TREE STAKING 3. 5 LAYERS OF BURLAP TO 0 PLANT PIT OR AS DIRECTED BY - - - - OWNER5 REPRESENTATIVE. DETAILS. AND PLACEMENT 2 (n V) V) (n A SHALL BE 8' DIAMETER (MIN.) OR PROTECT TRUNK. OWNER'S REPRESENTATIVE. Y 5. SOIL BERM TO HOLD WATER. AS DIRECTED OWNER'S TO BE APPROVED BY b. FINISHED GRADE I - OWNER. d7 5. SOIL BERM TO HOLD WATER. TOP z o REPRESENTATIVE. r i 4. FIVE 2" X 4" X IB° WOOD � � o (SEE GRADING PLAN) D. CONTRACTOR SHALL 8 " 3 BATTENS. of PLANTING PIT BERM TO BE N :....6. SOIL BERM TO HOLD WATER. SSURE PERCOLATION OF .6. SECURE BATTENS WITH 2- LEVEL ACROSS PIT. SLOPE a A 1.. 7. TOP OF ROOTBALL MIN. I" 2 3/4' CARBON STEEL BANDS DOWNHILL PORTION OF BERM AS U v 7.FINISHED GRADE SEE ALL PLANTING PITS REQUIRED TO MEET EXISTING a. o ABOVE FINISHED GRADE (TO HOLD BATTENS IN PLACE B. B t H OR CONTAINERIZED 3: .SLOPE, (n z e' 2 GRADING PLAN �yy GRADE. SOD EXPOSED TOPSOIL PRIOR 70 INSTALLATION 4. NO NAILS SHALL BE DRIVEN a �U 2 � M M o - DRAINAGEREFER TCONPD t ON OA _ (SEE SPECIFICATIONS FOR E. TOP ROOTBALL MIN. I" ABOVE INTO SHALL BE LOCATED 6. FINISHED GRADE vi 4i rn T ROOT BALL REQUIREMENTS). FINISHED GRADE - „DETAIL. 5 co w - N 0 3 ) q. %5 OR CONTAINERIZED (SEE OFIN R7HE POANLMOFORE HEIGHT 3 (SEE GRADING PLAN) ®.� Q J N o :. E q. PREPARED PLANTING SOIL SPECIFICATIONS FOR ROOT BALL OA=OVERALL PALM - 7. TOP OF ROOTBALL MIN. I O o n Y AS SPECIFIED. 6 ADEQUATE BRACING. 4 ABOVE FINISHED GRADE _ W, oN v~ o0 4 REQUIREMENTS). HEIGHT (MEASURED EXISTING GRADE >+ U) (0 a I0. ROOTBALLS GREATER THAN 24' I10. 2" x 4" z 3' (MIN) P.T. WOOD TO TOP OF BUD) CT 6. (3) VX4"XS' SUPPORTS. NAIL DASHED 8. B t B OR CONTAINERIZED N Q a x o DIAMETER SHALL BE PLACED ON (DASHED) =o 5 5 STAKES BURIED 3" BELOW FINISHED - CT -CLEAR TRUNK G 7 (DRILL AND NAIL IF 5 (SEE SPECIFICATIONS FOR aLL MOUND OF UNDISTURBED SOIL T0: PREVENT SETTLING ROOTBALLS GRADE. (MEASURED TO NECESSARY) TO BATTENS ROOT BALL REQUIREMENTS). ¢ o 6 ill. PREPARED PLANTING SOIL AS AND 2" X 4' STAKES. FLAG C3 0 ° o. SMALLER THAN 24" IN DIA. MAY BOTTOM OF 6 q. PREPARED PLANTING SOIL z o z o 6 - SPECIFIED.: 8 AT MIDPOINT AND AT BASE. AS SPECIFIED. k' m i 11V SIT ON COMPACTED EARTH. LEAF SHEATHS) o o v NOTES r" o 7 12. ROOTBALL5 GREATER THAN 24' GW=GRAY WOOD 7. PROVIDE FLAGGING A7 n Y of DIAMETER SHALL BE PLACED ON MEASURED TO TOP 9 o SHALL THAN ( MIDPOINT AND BASE. "='s. ''=i::DIAMETERw > 10. ROOTBALLS G 24 :,,,, ;:�• A. CONTRACTOR SHALL ASSURE �`. MOUND OF UNDISTURBED SOIL 70 OF HARDENEDMOUND OF " SHALL BE PLACED ON o n R„ 7 PERCOLATION OF ALL PLANTING 8PREVENT SETTLING. B. 3 SPECIFIED MULCH ' PREVENT SUETTLINGREOOTBALLS D SOIL 0 J -° .N ` •.. '. p PITS PRIOR TO INSTALLATION. 12n 10. OLD WATER 24" IN ^ 3 TRUNK) q. BERM SOIL TO H SMALLER THAN DIA. MAY n N 8 B. FINAL TREE STAKING DETAILS - q. NOTES: 10. FINISH GRADE 8 517 ON COMPACTED EARTH. o " 3 _. s 3 11 AND PLACEMENT 70 BE A. CONTRACTOR SHALL A55URE ° D- APPROVED BY OWNER. -p' PERCOLATION OF ALL PLANTING. _ 0. A. CONTRACTOR SHALL ASSURE LA �. o IL 2X4X24 MIN P.T. WOOD _ �� r IO PITS PRIOR .TO INSTALLATION. ( ) �p� PERCOLATION OF ALL PLANTING O °' �' q C. "TREE SAVER° r STAKES (TYP.) NAIL 70 !- q PITS PRIOR TO INSTALLATION. N a .; 12° ANCHORING SYSTEM: MAY HE 12° B: FINAL TREE STAKING DETAILS ; - SUPPORT POLES 12" S. FINAL TEE STAKING DETAILS o SUBSTITUTED FOR WOOD TYP. TYP• STAKING SYSTEM UPON Il AND PLACEMENT TO BE .,' Il 12. PREPARED PLANTING SOIL TYP. AND PLACEMENT TO BE APPROVED BY OWNER. `" AS SPECIFIED APPROVED BY OWNER. ct ° APPROVAL BY OWNER OR -+! v. 3 10 :OWNER'S REPRESENTATIVE C. 'TREE SAVER°` I2 lO C. "TREE SAVER' _ ._m *ALL TREESSHALL HEPLUMB VERTICALLY WITHIN I2 ANCHORING SYSTEM MAY BE � ANCHORING SYSTEM MAY BE D Ln *' * ALL TREES SHALL BE PLUMB VERTICALLY WIT14IN A SUBSTITUTED FOR.WOOD * ALL TREES SHALL BE PLUMB VERTICALLY WITHIN A - z .0-) �. TOLERANCE OF THREE DEGREES UNLE55 OTHERWISE SUBSTITUTED FOR WOOD L TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE .STAKING SYSTEM UPON *.ALLPALMS SHALL BE PLUMB VERTICALLY WITHIN A TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE STAKING SYSTEM UPON w .,o cCa 3 DIRECTED BY OWNERS REPRESENTATIVE. APPROVAL BY OWNER OR DIRECTED BY OWNERS REPRESENTATIVE. r u TOLERANCE OF THREE DEGREES, UNLESS OTHERWISE APPROVAL BY OWNER OR �p OWNERS REPRESENTATIVE DIRECTED BY OWNER'S REPRESENTATIVE. OWNER'S REPRESENTATIVE C < - I N Small Tree Planting Large Tree Planting Palm Planting free Planting on a Slope _ ^ SECTION (Leas Thm 14') - NT5 LJ .:SECTION (14' or Larger) NTS `� SECTION - NTS SECTION NTS _ o c1f, w .. X' WIDTH VARIES - SEE PLANS Z o Q D - BEST FACE OF SHRUB/ 2 1 0 GROUNDCOVER TO FACE '3 J o..� FRONT OF PLANTING BED. + + + Lw 0 Df C) ° i( .REFER TO PLANT .'.� + +NOTES: ~O d TOP OF ROOTBALLS TO c`� w • � ° SCHEDULE OR SPACING + .+ �' �': + 1. MOUNDING UPBTO THE TOP OF o °oa " ° ° ° "� " °°® ¢ w m o a j ZONE o� N2C O o ,ate r MAINTAIN 12"DEAD BED DEDGE. P 2: PRUROONEASHRUBS AS DIRECTED BY N a w �1UrJ of 2 i 3 4 5 .NOTES: 2 1 3 OWNER'S REPRESENTATIVE. I' 1 . - LCH AS 1. TOP OF SHRUB ROOTBALLS TO BE 3•'SPECF31 IIED. WHERE MUM OF USHRUBS ARE P. PLANTED I" - 2" NIGH WITH SOIL PLACED IN. MASSES. MULCH SHALL 2 I MOUNDING UP TO THE TOP OF EXISTING GRADE. BE SPREAD IN A. CQ•171N0005 BED. PLANTER ISLAND NOTES a ROOTBALL (DASHED):. 4. SOIL BERM TO HOLD WATER. TOP I. CROWN ISLANDS @ 5:1 SLOPES (OR AS SPECIFIED ON THE LANDSCAPE PLANS). �♦//�� I. INSTALL CONTINUOUS MULCH BED ADJACENT 70 PARKING SPACES AND 2. PRUNE ALL SHRUBS TO ACHIEVE A 4 v/ ° B a SURROUNDING PARKING LOT ISLANDS AS SHOWN. MULCH SHALL BE MIN. ° UNIFORM MASS/HEIGHT ° OF PLANTING PIT BERM TO BE J LEVEL ACRO55 PIT. SLOPE 2. CLEAR ZONE: 36" MIN. FROM BACK OF CURB TO CENTER OF NEAREST SHRUB. A0 W°-UP IRRIGATION HEADS SHALL BE LOCATED WITHIN 24" OF A ° ° ' ° ° 3. 31 MINIMUM MULCH AS SPECIFIED DOWNHILL PORTION OF BERM AS CLEAR ZONE SHALL CONTAIN 3" CONTINUOUS MULCH OR TURF, SEE PLANS. u PARKING SPACE ON ANY SIDE 5. REQUIRED TO MEET EXISTING 3 GRADE. MULCH OVER EXPOSED 2. CURB OR PARKING LOT EDGE, BY OTHERS 4. EXCAVATE ENTIRE BED SPECIFIED TOPSOIL 3, 2" MIN VERTICAL CLEARANCE TOP OF CURB TO TOP OF MULCH. FOR GROUNDCOVER BED.. FINISHED GRADEUj 5. FINISHED GRADE (SEE GRADING 5. F * EXCAVATE A CONTINUOUS 24" DEEP PIT (FROM TOP OF CURB) FOR ENTIRE LENGTH (SEE GRADING PLAN) �•y Parking �Jpace/CUrb Planting PLAN). ` AND WIDTH OF ISLAND t BACKFILL WITH APPROVED PLANTING MIX. u -o - 6.PREPARED PLANTING SOIL AS 6 6. PREPARED PLANTING SOIL SECTION NTS AS SPECIFIED. 6 r Y7 ° D ^ SPECIFIED. NOTE: WHEN GROUND- "" 7 * PROTECT RETAIN ALL CURBS AND BASE. COMPACTED SUBGRADE TO REMAIN 7 �•/ COVERS"AND SHRUBS USED 1N '� 7. SCARIFY ROOTBALL SIDES T o V 74;, MASSES, ENTIRE BED TO BE 4" AND BOTTOM. FOR STRUCTURAL SUPPORT OF CURB SYSTEM (TYP).Z NI aOIMI YPAMENDED WITH PLANT NG L X AS SPECIFIED. A. CONTRACTOR SHALL A55URE ALL ISLANDS SHALL UTILIZE POOR DRAINAGE DETAIL WHEN PERCOLATION RATES u * ALL SHRUBS AND GROUNDCOVERS. BALL BE PLUMB VERTICALLY, * ALL 514RUBS AND GROUNDCOVERS.SHALL BE PLUMB VERTICALLY, PERCOLATION OF ALL PLANTING ARE 2" PER HOUR OR LESS. E UNLESS OTHERWISE DIRECTED BY OWNERS REPRESENTATIVE. 7. SCARIFY ROOTBALL SIDES UNLE55 OTHERWISE DIRECTED BY OWNER'S REPRESENTATIVE. PITS PRIOR 70 INSTALLATION. Z r a AND BOTTOM. i v Shrub / Groundcover` Planting Shrub / Groundcover Planting on a Slope Planted Parking Lot Islands / Medians J r (� PLAWSECTION NT5 `^ SECTION NT5 SECTION NTSCL a ° 6` „> ` ;` ° I. FINISH GRADE N o � 2. BACKFILL WITH PREPARED ° PLANTING SOIL MIX ASLfi e 6'H 'PERIMETER PLUS" CONSTRUCTION FENCE BY DRIPLINE O CONNED PLASTICS OR OWNERS REPRESENTATIVE N -va ROOTBALL ,, SPECIFIED... LE� .CO .� 5 3. FILTER CLOTH, MIRAFI (TYP.) APPROVED EQUAL. SUBMIT PRODUCT' INFORMATION LIMITS OF : ; . , 50OX OR BETTER FOR APPROVAL PRIOR TO INSTALLATION. 1 TREE/ Q N SHRUB PIT}:R:-_ 4. 12' CLEAN SAND; COMPACTED. ADJUST ',S. r I: A M OS TSO 2 x 8 .::: _,�� ;;t-;=-:.„-,:-.- -.�' 2 N ._ ..,..,,. 2 8 7 LL E7AL..7 P T R 2 X -s, .,r�., `. -r>.�'.`._, O 0 ¢ LAYER THICKNE55 50 TOP PRESSURE TREATED WOOD POSTS WITH O OF ROOTBALL IS AT LEAST `., �: 6 " 2 BURIAL BELOW GRADE .: 4 B G D ° I ABOVE FINISHED GRADE ". '.; .2 MIN.- °' "'INSTALLATION NOTES: 3 v PLAN I 36 MIN TO CENTER 5. SLOPE BOTTOM TO DRAIN OF TRUNK J N _ _ r A. P057 SELECTION SHOULD BE BASED ONyJµ j y y;5 r WILE OOTBALL b. t18 m AUGURED HOLE - A r_,lA ,;, "' PENETRATE THROUGH ". ;•tip , EXPECTED STRENGTH NEEDS AND THE. OCCLUDING LAYER TO WATER ELEVATION LENGTH OF TIME FENCE WILL BE IN PLACE. a o TABLE OR TO A DEPTH OF FLEXIBLE FIBERGLASS ROD POSTS ARE R ;;11-`r < f a �:Cr, A iw { v: N 7' TO ASSURE PROPER DRIP INE : RECOMMENDED FOR PARKS, ATHLETIC ° L -. .. PERCOLATION. ' i , _ ., - •: , • 2 r (TYP.), � EVENTS AND CROWD CONTROL INSTALLATIONS. o. •� c,.:. ° :. • n d ° o > METAL T POSTS OR'TREATED WOOD POSTS 24 (MIN) ° o m �q ii ;__, _, � 7. BACKFILL WITH I/2" - 3/4" ,; X ,.x ARE TYPICALLY USED FOR CONSTRUCTION v r m� 3 GRAVEL. STONE MULCH • r AND OTHER APPLICATIONS. i WATER 8 7-6 7-6 a Tizau*1=-LZ r 4 8. VARIES) TABLE (DEPTH . r - - = - �� B. POSTS SHOULD BE DRIVEN INTO THE , a 5 ) I I IiII IIiII (i I+1 ` I I I i - =III GROUND. TO A DEPTH OF I/3 OF THE HEIGHT 'FRONT' OF HYDRANT (TOWARD CURB)' NOTE: 6 .c OF THE POST. FOR EXAMPLE, A 6 POST _ FOR A PARKING ISLAND O.C. SHOULD BE SET AT LEAST 2'INTO THE Z PLANTING SITUATION o NOTES PLAN VIEW GROUND. o e CONTRACTOR To BACKFILL I. FIRE HYDRANT o 7 ENTIRE LENGTH OF *'CLEAR ZONE: 36" MINI FROM BUILDING TO CENTER OF NEAREST SHRUB. : C. SPACE POSTS EVERY 6' (MIN.) TO 8' (MAX.), U M a V PLANTING AREA TO WITHIN 2. No PLANT MATERIAL SHALL BE PLACED WITHIN SHOWN RADIUS OF ALL w 6" of HACK of cuRH OR PROPOSED OR EXISTING FIRE HYDRANTS. CONTRACTOR SHALL ADJUST PLANT D. SECURE FENCING TO POST WITH NYLON p a 3 EDGE OF PAVEMENT. *STONE MULCH: 24" MIN. F OM BUILDING, INSTALL STONE MULCH. MULCH TIME TO BE : MATERIAL SO THAT NO CONFLICTS WITH FIRE HYDRANTS OCCUR ON SITE. U _o t18' RED LAVA ROCK OR OWNERS REPRESENTATIVE APPROVED EQUAL. STONE MULCH TO CABLE TIES (AVAILABLE FROM CONWED o REFER TO NOTE 0.3 OF BE INSTALLED TO A DEP N OF 3" (MIN.) PLASTICS), WOOD STRIPS MAY BE ALSO BE _j ° WRITTEN SPECIFICATIONS FOR USED To PROVIDE ADDITIONAL SUPPORT 3• PROVIDE A CLEAR ZONE SURROUNDING AREA INDICATED. SOD OR 3" r SECTION ADDITIONAL INFORMATION. CORNER CONNECTION AND PROTECTION BETWEEN TIES AND POSTS. SPECIFIED MULCH - SEE PLANS FOR SITUATION/LOCATION. y CONNECTION p NOTE: IF WIRE TIES ARE USED, AVOID DIRECT CONTACT DATE 3 Poor Drainage Condition Plantin s Adjacent to Buildings Tree/Shrub Protector WITH FENCE. WIRE MAY DAMAGE FENCE OVER TIME: FIr2 i�ydf Qilt 'C12Qf Of1Z s I PLAN/SECTION NTs K L APRIL 2OOF3 Y J SECTION NTS Barrier. Detail ` NTS PI AN NTS PROJECT N0. 041159000 d E, SHEET NUMBER LA2 L ✓ ..eve.. n r .W:. .. 1 c i n r , :: 0 0o } a, m tr Eyy�ra, �yE i >Y r n A , GENERAL LANDSCAPE SPECIFICATIONS AND NOTES ;'"rl = w W w w w a E I.,..•. t pL' ;--"' r I Y A. SCOPE OF WORK 1ATE 1A+ tia aft. ,_ �I .,I A Q Q Q Q Q G. FERTILIZER :' A n >i I i ' �' It (.':;.. r f , ...f.x kFp "_`., ) ,xxl l. , u,. I Q. c ORI� �CiC �I It7N5 OFw UTILITIES CONDUITS SUPPLY LINES AND CABLES INCLUDING BUT 4.SQD NG t 1 , .i 1. THE WORK CONSISTS OF: FURNISHING ALL LABOR MATERIALS EQUIPMENT TOOLS r .. r , I I ITP 0 I AS (LINES ATAWS)/WA SANl A SEWER .. CONTRACTOR SHALL PROVIDE t0 OIF'�- 6 T ELE�� G L E AND TER TRY ' <.,.. ,, _ TRANSPORTATION AND ANY OTHER APPUR NAN LL PR V DE FERTILIZER APPLICATION SCHEDULE TO OWNER' AS APPLICABLE., f C, (, w TE CES NECESSARY FOR THE COMPLETION OF THIS r- ,r � , . it • . A 0 A TIE CONTRACTOR SHALL 50 LL AREAS THAT ARE.QT P VED R STORMWATER SYSTEMS' CABLE AND TELEPHONE. PROPERLY MAINTAIN A T C ,,, _ SOIL TYPE PLANT INSTALLATION TYPE ,AND: SITES PROPOSED USE; SUGGESTED FERTILIZER L PROJECT AS SHOWN ON THE DRAWINGS AS INCLUDED IN THE PLANT LIST, AN , PE, GG � � N._ , T, D AS HEREIN , PLANTED AS DESIGNATED ON,, .: RAWINGS WITHIN' THE CONTRACT o EXISTIN U ILI I -S. CAI NA IONA ONE CALL - 811 - TO LOCATE UTI I I' HE..p SPECIFIED. TYPES SHALL BE ORGANIC OTHERWISE NATURALLY DERIVED: G T T,E LL T L I T , LIMITS, UNLESS SPECIFICALLY NOTED OTHERWISE. - o zzzzz > s 3: 5UB ' A EXCAVATION: CONTRACTOR O I5 RESPONSIBLE TO REMOVE ALL' ES I AN 2. WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLAN *FERTILIZER S IC - GR DE EX T TR T R R T NG D . w .f TING AREAS UNTIL RE TR TI NS MAY APPLY REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY. Q Q Q Q Q � 3 IMPORTED LIMEROCK'AND LIMEROCK'SUB-BASE FROM ALL LANDSCAPE PLANiINC AREAS TO•'A B. THE SOD SHALL BE CERTIFIED TO MEET FLORIDA STATE PLANT BOARD CERTIFICATION OF ACCEPTABILITY @Y THE OWNER. J H. MULCH MINIMUM DEPTH OF 361. CONTRACTOR 15 RESPONSIBLE TO BACKFI'LL THESE PLANTINGAREAS SPECIFICATIONS; ABSOLUTELY TRUE TO VARIETAL TYPE, AND FREE J J J J wwwl'IL 5. PROTECTION OF EXISTING STRUCTURES TO ROUGH FINISHED GRADE WITH CLEAN TOPSOIL FROM AN ON -SITE SOURCE OR ANIMPORTED.; FROM WEEDS, FUNGUS, INSECTS AND DISEASE OF ANY KIND. MULCH MATERIAL SHAL BE MOISTENED AT THETIMEOF APPLICATION TO PREVENT WIND SOURCE. IF LIMEROCK OR OTHER ADVERSE CONDITIONS OCCUR IN PLANTED AREAS .AFTER -36" W w w w w ALL EXISTING BUILDINGS WALKS WALLS PAVING, PIPING, , ' " G, P G, OTHER SITE CONSTRUCTION ITEMS,. AND DISPLACEMENT AND APPLIED AT A MINIMUM. DEPTH OF 3 .INCHES. CLEAR MULCH FROM 'EACH - PLANTING , DEEP.EXCAVATION BY THE CONTRACTOR, AND POSITIVE DRAINAGE CAN NOT @E ACHIEVED, C. SOD PANELS SHALL BE LAID TIGHTLY TOGETHER SO AS TO MAKE A - - - - - ALREADY COMPLETED OR ESTABLISHED SHALL BE PROTECTED FROM DAMAGE BY THE PLANTS CROWN (BASE). TYPE OF MATERIAL _"FLORIMULGH" OR EUCALYPTUS MULCH. AI THAT ADDRESSES ( ) AINAGE:`' SOLID SODDED LAWN AREA. SOD SHALL BE LAID UNIFORMLY AGAINST (� (� (� (� (� ' CONTRACTOR SHALL UTILIZE PLANTING DETAIL T T ADORES E POOR DR THE EDGES OF ALL CURBS AND OTHER HARDSCAPE ELEMENTS PAVED o CONTRACTOR UNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE N REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER; AT NO COST TO THE OWNER 4. FURNISH NURSERY'S CERTIFICATE OF COMPLIANCE WITH ALL REQUIREMENTS A5 HEREIN AND PLANTED AREAS. ADJACENT TO BUILDINGS A 24 INCH STONE z a I. DIGGING AND HANDLING SPECIFIED AND REQUIRED. INSPECT AND SELECT PLANT MATERIALS BEFORE PLANTS ARE DUG MULCH STRIP SHALL BE PROVIDED -REFER TO DETAILS. IMMEDIATELY AT NURSERY OR GROWING SITE. FOLLOWING SOD LAYING, THE LAWN AREAS SHALL BE ROLLED WITH A c C. PROTECTION OF EXISTING PLANT MATERIALS OUTSIDE LIMIT OF WORK 1. PROTECT ROOTS OR ROOT BALLS OF PLANTS AT ALL TIMES FROM SUN, DRYING WINDS, WATER LAWN ROLLER CUSTOMARILY USED FOR SUCH PURPOSES AND THEN Z J o H AND FREEZING, AS NECESSARY UNTIL PLANTING. PLANT MATERIALS SHALL BE ADEQUATELY 5. GENERAL: COMPLY WITH APPLICABLE FEDERAL, STATE, COUNTY, AND LOCAL REGULATIONS THOROUGHLY IRRIGATED. IF, IN THE OPINION OF THE OWNER, a� - I01 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED GUTTING OR DAMAGE TO TREES (ri ,v ° AND SHRUBS EXISTING 0 PACKED TO PREVENT DAMAGE DURING TRANSIT. TREES TRANSPORTED MORE THAN TEN (10) GOVERNING LANDSCAPE MATERIALS AND WORK. CONFORM TO ACCEPTED HORTICULTURAL TOP -DRESSING I5 NECESSARY AFTER ROLLING TO FILL THE VOIDS ca w N o T G R OTHERWISE CAUSED BY CARELESS EQUIPMENT OPERATION MATERIAL i 'U a ^ o STOCKPILING ETC: THIS SHALL HI U CO ' MILES OR WHICH ARE NOT PLANTED WITHIN THREE (3) DAYS OF DELIVERY TO SITE SHALL BE PRACTICES AS USED IN THE TRADE. UPON ARRIVAL AT THE SITE , PLANTS SHALL BE BETWEEN THE SOD PANELS AND TO EVEN OUT INCONSISTENCIES IN THE o o 5 T INCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE SPRAYED WITH AN ANTITRANSPIRANT PRODUCT ("WILTPRUF" OR EQUAL) TO MINIMIZE THOROUGHLY WATERED AND PROPERLY MAINTAINED UNTIL PLANTED. PLANTS STORED SOD CLEAN SAND AS APPROVED BY THE OWNER'S REPRESENTATIVE _ 0 DRIP -LINE AND SPILLING OIL, GASOLINE, OR OTHER DELETERIOUS MATERIALS WITHIN THE DRIP -LINE. a N v a TRANSPIRATIONAL WATER LOSS. ON -SITE SHALL NOT REMAIN UNPLANTED FOR A PERIOD EXCEEDING TWENTY-FOUR (24) SHALL BE UNIFORMLY SPREAD OVER THE ENTIRE SURFACE OF THE SOD N Q ¢ x U NO MATERIALS SHALL BE BURNED WHERE HEAT WILL DAMAGE ANY PLANT. EXISTING TREES KILLED o ¢ OR DAMAGED SO THAT THEY ARE MISSHAPEN AND/ OR UNSIGHTLY SHALL BE REPLACED AT THE 2. BALLED AND BURLAPPED PLANTS (BBB) SHALL BE DUG WITH FIRM, NATURAL BALLS OF SOIL HOURS. AT ALL TIMES WORKMANLIKE METHODS CUSTOMARY IN GOOD HORTICULTURAL AND THOROUGHLY WATERED IN. FERTILIZE INSTALLED SOD AS ALLOWED cs Z a T- ¢ PRACTICES SHALL BE EXERCISED. BY PROPERTY'S JURISDICTIONAL AUTHORITY. Z o g COST TO THE CONTRACTOR OF ONE HUNDRED DOLLARS ($100) PER CALIPER INCH ON AN ESCALATING OF SUFFICIENT SIZE O ENCOMPASS THE FIBROUS AND, FEEDING ROOTS OF THE PLANTS. NO o Z ° SCALE WHICH ADDS AN ADDITIONAL TWENTY (20) PERCENT PER INCH OVER FOUR (4)iNCHES PLANTS MOVED WITH A ROQT BALL SHALL BE PLANTED IF THE BALL IS CRACKED OR BROKEN. 6. THE WORK SHALL BE COORDINATED WITH OTHER TRADES TO PREVENT CONFLICTS o ��o ° PLANTS BALLED AND BURLAPPED OR CONTAINER GROWN SHALL NOT BE HANDLED BY STEMS 5. DURING DELIVERY, PRIOR TO, AND DURING THE PLANTING OF THE LAWN N M = CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BE MEASURED SIX (6) COORDINATE PLANTING WITH IRRIGATION WORK TO ASSURE AVAILABILITY OF WATER AND AREAS THE SOD PANELS SHALL AT ALL TIMES BE PROTECTED FROM w A J INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER AND „ „' PROPER LOCATION OF IRRIGATION APPURTENANCES AND PLANTS. EXCESSIVE DRYING AND UNNECESSARY EXPOSURE OF THE ROOTS TO THE W H 3. PLANTS MARKED B IN THE PLANT LIST SHALL BE DUG WITH BARE ROOTS COMPLYING WITH G E RY EXP R Y U r Y TWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER. SUN: ALL SOD SHALL @E STACKED SO AS NOT TO BE DAMAGED BY o o v 3 FLORIDA GRADES AND STANDARDS FOR NURSERYPLANTS CURRENT EDITION CARE SHALL BE 7 ALL PLANTING PITS SHALL BE EXCAVATED TO SIZE AND DEPTH IN ACCORDANCE WITH THE USA SWEATING OR EXCESSIVE HEAT AND MOISTURE. o 3 EXERCISED THAT THEROOTS DO NOT DRY" OUT DURING TRANSPORTATION AND PRIOR TO N ° D. MATERIALS STANDARD FOR NURSERY STOCK 260.1 UNLESS SHOWN OTHERWISE ON THE DRAWINGS AND ___ 3 Z PLANTING: BAGKFILLED WITH THE PREPARED PLANTING SOIL MIXTURE AS SPECIFIED IN SECTION E. TEST o r 1. GENERAL 6. LAWN MAINTENANCE: 3 4l PROTECTION OF PALS (IF APPLICABLE):' ONLY A': MINIMUM OF FRONDS SHALL BE REMOVED ALL TREE PITS WITH WATER BEFORE PLANTING TO ASSURE PROPER' DRAINAGE PERCOLATION IS o MATERIAL SAMPLES LISTED OW S A FROM THE CROWN OF THE PALM TREES TO FACILITATE MOVING AND HANDLING. CLEAR AVAILABLE. NOALLOWANCE WILL BE MADE FOR `LOS ANTS UE -0 IM 0 AINA I A. WITHIN THE CONTRACT LIMITS; THE CONTRACTOR SHALL PRODUCE A DENSE, T PL p T PR PER DR GE. F BELOW H LL BE FOR APPROVAL ON THE SITE OR AS „ „ WELL ESTABLISHED_ LAWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE r OTHERWISE DETERMINED BY THE OWNER, UPON SAMPLES' APPROVAL, TRUNK (CT), SHALL BE AS SPECIFIED AFTER THE MINIMUM OF FRONDS HAVE BEEN REMOVED'. POOR DRAINAGE EXISTS UTILIZE POOR DRAINAGE CONDITION PLANTING DETAIL. TREES SHALL L DELIVERY OF MATERIALS , 3 ALL PALMS SHALL B BRACED PER PALM PLANTING DETAIL. REPAIR AND RE -SODDING OF ALL ERODED, SUNKEN OR BARE SPOTS (LARGER Lo MAY COMMENCE BE SET PLUMB AND HELD IN POSITION UNTIL THE PLANTING MIXTURE HAS BEEN FLUSHED INTO - 5. EXCAVATION OF TREE PITS SHALL BE PERFORMED USING EXTREME CARE TO AVOID DAMAGE PLACE WITH A SLOW FULL HOSE STREAM. ALL PLANTING SHALL BE PERFORMED BY THAN 12 XI2) UNTIL CERTIFICATION OF ACCEPTABILITY BY THE OWNERS E MATERIAL `SAMPLE SIZE TO,SURFACE'AND SUBSURFACE ELEMENTS SUCH AS UTILITIES OR HARDSCAPE ELEMENTS PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A REPRESENTATIVE. REPAIRED SODDING SHALL BE ACCOMPLISHED AS IN THE w = MULCH ONE 1 CUBIC FOOT o _co. a FOOTERS AND PREPAREDSUB-BASES. QUALIFIED LANDSGAPE FOREMAN. PROPER "JETTING 1N" SHALL BE ASSURED TOIELIMINATE AIR ORIGINAL WORK (INCLUDING REGRADING IF NECESSARY). U a to TOPSOIL MIX ONE 1) CUBIC FOOT y PLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY) I POCKETS AROUND THE ROOTS. "JET STICK" OR EQUAL I5 RECOMMENDED. B. CONTRACTOR RESPONSIBLE FOR ESTABLISHING AND MAINTAINING SOD/LAWN J. CONTAINER GROWN S1jOCK a I _ - ° 2• PLANT MATERIALS 8. TAKE ALL NECESSARY PRECAUTIONS TO AVOID DAMAGE TO BUILDINGS AND BUILDING STRUCTURES UNTIL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. PRIOR TO AND UPON I. ALL CONTAINER GROWN MATERIAL SHALL BE HEALTHY, VIGOROUS, WELL -ROOTED PLANTS ACCEPTANCE CONTRACTOR TO PROVIDE WATERING/IRRIGATION SCHEDULE TO N Q' A. PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. WHILE INSTALLING TREES. I o o � NOMENCLATURE ESTABLISHED IN THE IN WHICH THEY ARE SOLD. THE PLANTS SHALL HAVE TOPS OWNER. OBSERVE ALL APPLICABLE WATERING RESTRICTIONS AS SET FORTH ENCLATURE SHALL CONFORM TO STANDARDIZED PLANT NAMES, 1942 EDITION. ALL NURSERY WHICH ARE OF GOOD UALITY AND ARE IN A HEALTHY GROWING CONDITION FLORIDA #1 OR ' a o STOCK SHALL BE 1N ACCORDANCE WITH GRADES AND STANDARDS FOR NURSERY PLANTS, LATEST BETTER, 9: SOIL MIXTURE SHALL BE AS SPECIFIED IN SECTION E OF THESE SPECIFICATIONS. BY THE PROPERTY'S JURISDICTIONAL AUTHORITY o = Y = a EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 10. TREES AND SHRUBS SHALL BE SET STRAIGHT AT AN ELEVATION THAT AFTER SETTLEMENT 0 a (21 ALL PLANTS SHALL BE FLORIDA GRADE NO.I OR BETTER AS DETERMINED BY THE FLORIDA 2. AN ESTABLISHED CONTAINER GROWN PLANT SHALL BE TRANSPLANTED INTO A CONTAINER Q. CLEANUP o } THE PLANT CROWN WILL STAND ONE (I) TO TWO (2) INCHES ABOVE GRADE. EACH PLANT z m DIVISION OF PLANT INDUSTRY. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND AND GROWN IN THAT CONTAINER SUFFICIENTLY LONG FOR THE NEW FIBROUS ROOTS TO HAVE } ° , SHALL BE SET IN THE CENTER OF .THE PIT. PLANTING SOIL MIXTURE SHALLBE'I BACKFILLED, UPON COMPLETION OF ALL PLANTING WORK AND BEFORE FINAL ACCEPTANCE, THE cn o m o WELL -BRANCHED, AND FREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL DEVELOPED SO THAT THE ROOT MASS WILL RETAIN ITS SHAPE AND HOLD TOGETHER WHEN ¢ Z Z W THOROUGHLY TAMPED AROUND THE BALL AND SETTLED BY WATER (AFTER TAMPING). CONTRACTOR SHALL REMOVE ALL MATERIAL, EQUIPMENT, AND DEBRIS RESULTING J z z HAVE ADEQUATE ROOT SYSTEMS. TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE REMOVED FROM THE ONTAINER, CONTAINER -GROWN STOCK SHALL NOT BE `HANDLED BY FROM HIS WORK. A A A a ,n ¢ w AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVAL BY THE OWNER. WHERE ANY ALL PAVED AREAS SHALL BE BROOM -CLEANED AND THE SITE THEIR STEMS I1. AMEND PINE AND OAK PLANT PITS WITH ECTOMYCORRHIZAL SOIL APPLICATION PER LEFT IN A NEAT AND ACCEPTABLE CONDITION AS APPROVED H MANUFACTURER'S RECOMMENDATION. ALL OTHER PLANT PITS SHALL BE AMENDED WITH PPR VED BY THE OWNER'S REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BE NORMAL 3. PLANT ROOTS BOUN IN CONTAINERS ARE NOT ACCEPTABLE. AUTHORIZED REPRESENTATIVE. FOR THE VARIETY. PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM ENDOMYGORRHIZAL SOIL APPLICATION PER MANUFACTURER'S RECOMMENDATION. 'PROVIDE OWNER OR OWNER'S REPRESENTATIVE. NO SUBSTITUTIONS" SHALL BE MADE WITHOUT WRITTEN 4. SUBSTITUTION OF NO -CONTAINER GROWN MATERIAL FOR MATERIAL EXPLICITLY SPECIFIED PRODUCT INFORMATION SUBMITTAL PRIOR TO INOCULATION. R. PLANT MATERIAL MAINTENANCE PERMISSION FROM THE OWNER'S REPRESENTATIVE TO BE CONTAINER GR WN WILL NOT BE PERMITTED WITHOUT WRITTEN APPROVAL IS 12. FILL HOLE WITH SOIL MIXTURE, MAKING CERTAIN ALL SOIL 15 SATURATED. T0; DO THIS FILL ALL PLANTS AND PLANTING INCLUDED UNDER THIS CONTRACT SHALL BE MAINTAINED B. MEASUREMENTS: THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE OBTAINED FROM THE OWNER OR OWNERS REPRESENTATIVE, H A I BY WATERING, CULTIVATING,S OLE W TH W TER AND ALLOW TO SOAK MINIMUM TWENTY (20) MINUTES, STIRRING IF G, PRAYING, AND ALL OTHER OPERATIONS (SUCH AS t GROUND OR ACROSS THE NORMAL SPREAD OF BRANCHES WITH THE PLANTS IN THEIR NORMAL NECESSARY TO GET SOIL THOROUGHLY WET PACK LIGHTLY WITH FEET. ADD MORE W SOIL RE -STAKING OR REPAIRING U uj POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATE TERMINAL GROWTH. PLANTS ET L G GUY SUPPORTS) NECESSARY TO INSURE A HEALTHY K. COLLECTED STOCK MIXTURE. DO NOT COVER TOP OF BALL WITH SOIL MIXTURE ONLY WITH MULCH. ALL BURLAP, PLANT CONDITION BY THE CONTRACTOR UNTIL CERTIFICATION OF ACCEPTABILITY BY �-^w LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BY THE ROPE WIRES BASKETS ETC.. SHALL BE REMOVED FROM THE SIDES AND TOPS O BALLS, U THE OWNER'S S F B LL , BUT REPRESENTATIVE. MAINTENANCE AFTER THE CERTIFICATION OF OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF WHEN THE USE OF COLLECTED STOCK 18 PERMITTED AS INDICATED BY THE OWNER OR OWNERS NOBURLAP SHALL BE PULLED FROM UNDERNEATH: ACGEP A I SHALL T B L TY BE IN ACCORDANCE WITH THE SPECIFICATIONS IN THIS ROOTS SHALL BE INCREASED IN PROPORTION TO THE SIZE OF THE PLANT. REPRESENTATIVE, THE, MINIMUM SIZES OF ROOTBALLS SHALL BE EQUAL TO THAT SPECIFIED SECTION. CONTRACTORS ARE REQUESTED 0 PROVIDE AESTIMATE FOR THE NEXT LARGER SIZE OF NURSERY GROWN STOCK OF THE SAME VARIETY. T PR V RI B D CLEANR COVER 13. PRUNING: TREES SHALL BE PRUNED AT THE DIRECTION OF THE OWNER OR OWNER'S LANDSCAPE AND IRRIGATION MAINTENANCE FOR A PERIOD OF 90 CALENDAR DAYS a C.INSPECTION: PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF I REPRESENTATIVE; TO PRESERVE THE NATURAL CHARACTER OF THE PLANT.` ALL SOFT COMMENCIN E ACCEPTANCE. GROWTH, OR UPON DELIVERY TO THE SITE, AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, L. NATIVE STOCK WOOD OR SUCKER GROWTH AND ALL BROKEN OR BADLY DAMAGED BRANGHE SHALL BE AND VARIETY; SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION AT S: PENA A ERNA I THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE AND CONDITION OFPLANTS COLLECTED FR M WILD OR NATIVE STANDS SHALL @E CONSIDERED NURSERY GROWN REMOVED WITH A CLEAN CUT. ALL PRUNING TO BE PERFORMED BY LICENSL D ARBORTE B D ITEM)IN ACCORDANCE WITH ANSI A-300ROOT BALLS OR ROOTS III LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVED WHEN THEY HAVE BEE SUCCESSFULLY RE-ESTABLISHED IN ,A NURSERY ROW AND GROWN S ARE REQUESTED TOPROVIDE A S 1MAUNDER REGULAR NURS RY CULTURAL PRACTICES FOR A MINIMUM OF TWO 2 GROWINGVLE B D E T ESTIMATE FOR MAINTENANCE E IMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN O 14. SHRUBS AND GROUND COVER PLANTS SHALL BE EVENLY SPACED IN ACCORDANCE FOLLOWING THE INITIAL 90-DAY MAINTENANCE PERIOD ON A COST -PER -MONTH SEASONS AND HAVE ATTAINED ADEQUATE ROOT AND TOP GROWTH TO INDICATE FULL WRITING BY THE CONTRACTOR AT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE. WITH THE DRAWINGS AND AS INDICATED ON THE PLANT LIST. CULTIVATE`"ALL BASIS. r RECOVERY FROM TRANSPLANTING INTO THE NURSERY ROW. PLANTING AREAS TOIA MINIMUM DEPTH OF 6", REMOVE AND DISPOSE ALL DEBRIS. o E. SOIL MIXTURE (PLANTING MEDIUM, PLANTING MIX, TOPSOIL MIX) M. MATERIALS LIST I MIX TOP 4" THE PLANTING SOIL MIXTURE`AS SPECIFIED IN SECTION E. THOR UGHLY T. FINAL INSPECTION AND ACCEPTANCE OF WORK CIL WATER ALL PLANTS AFTER INSTALLATION, FINAL INSPECTION AT THE EN 1. SOIL MIXTURE (PLANTING MEDIUM FOR PLANT PITS) SHALL _CONSIST OF TWO PARTS OF TOPSOIL - D OF THE WARRANTY PERIOD SHALL BE ON PLANTING, ° QUANTITIES NECESSARY TO COMPLETE THE WORK ON THE DRAWINGS SHALL BE FURNISHED BY'! AND ONE PART SAND; AS DESCRIBED BELOW: 15_ TREE GUYING AND -BRACING SHALL-BE'LNSTALLED BY THE CONTRACTOR IN ACCORDANCE CONSTRUCTION AND ALL OTHER INCIDENTAL WORK PERTAINING TO THIS CONTRACT. THE CONTRACTOR. QUANTITY ESTIMATES HAVE BEEN MADE CAREFULLY BUT THE LANDSCAPE';' ANY REPLACEMENT A THIS WITH THE PLANS TO INSURE STABILITY AND MAINTAIN TREES IN AN UPRIGHT POSITION. T T TIME SHALL BE SUBJECT TO THE SAME ONE (1) YEAR 2. TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT PITS SHALL BE ARCHITECT OR OWNER ASSUMES NO LIABILITY` FOR OMIS 1ON 0 HOU A S S R ERRORS. S LD IF THE CONTRACTOR AND OWNER DECIDE TO WAIVE THE TREE GUYING AND RACING THE WARRANTY (OR AS SPECIFIED BY THE LANDSCAPE ARCHITECT OR OWNER IN FERTILE FRIABLE AN 0 A LOAMY CHARACTER; D F L Y R CTER, REASONABLY FREE OF SUBSOIL, CLAY LUMPS DISCREPANCY OCCUR BETWEEN THE PLANS AND THE PLANT LIST QUANTITY, THE LANDSCAPE WRITING BEGINNING WITH N � OWNER SHALL -NOTIFY THE :LANDSCAPE` ARCHITECT IN WRITING AND AGREE' 0 INDEMNIFY ) G THE TIME OF REPLACEMENT AND ENDING WITH THE SAME BRUSH WEEDS AND TOEHR LITTER; FREE OF ROOTS STUMPS STONES LARGER THAN 2' IN ANY ARCHITECT` SHALL BE NOTIFIED FOR CLARIFICATION PRIOR TO BIDDING OR INSTALLATION. ALL; Q AND HOLD HARMLESS THE LANDSCAPE ARCHITECT IN THE EVENT UNSUPPORTED TREES INSPECTION AND ACCEPTANCE HEREIN DESCRIBED. o DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANT GROWTH. IT SHALL DIMENSIONS AND/OR SIZES SPECIFIED SHALL BE THE MINIMUM ACCEPTABLE SIZE N UN THIS _ PLANTED DER T S CONTRACT FALL AND DAMAGE .PERSON OR PROPERTY.` � N CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER AND A PH BETWEEN U. WARRANTY O PLA T 5.5 AND 7.0 - SUBMIT SAMPLE AND PH TESTING RESULTS FOR APPROVAL. N. FINE GRADING -16. MULCHING: PROVIDE A THREP INCH (MINIMUM) LAYER OF SPECIFIED MULCF� OVER THE I. THE LIFE AND SATISFACTORY CONDITION OF ALL 7 GALLON AND LARGER PLANT ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED AND TREE IT PLANTED 3 1. FINE GRADING UNDER THIS CONTRACT SHALL CONSIST OF FINAL FINISHED GRADING OF LAWN MATERIAL INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED BY 3. SAND SHALL BE COARSE, CLEAN, WELL -DRAINING, NATIVE SAND. CONTRACTOR SHALL SUBMIT UNDER THIS CONTRACT: ° = AND PLANTING AREAS THAT HAVE BEEN ROUGH GRADED BY OTHERS. BERMING AS SHOWN ON THE CONTRACTOR FOR A MINIMUM OF ONE (i) CALENDAR YEAR COMMENCING AT THE a w RESULTS OF SOIL TESTS FOR TOPSOIL AND SAND PROPOSED FOR USE UNDER THI5 CONTRACT N THE DRAWINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE TIME OF CERTIFICATION OF ACCE A I I H W FOR APPROVAL BY THE OWNER: 17. HERBICIDE WEED "CONTROL; ALL PLANT BEDS SHALL BE KEPT FREE OF NO IOUS WEEDS UNTIL PT B L TY BYTE 0 NER S REPRESENTATIVE. o NOTED. FINAL_ ACCEPTANCE OF WORK. IF DIRECTED BY THE OWNER "ROUND -UP" SHALL BE APPLIED FOR -Q , N 4. TREES SHALL AN IN H LL BE PLANTED THE EXISTING NATIVE SOIL ON SITE UN r 2. THE LIFE AND SATISFACTORY u ° , LESS DETERMINED TO BE 2. THE CONTRACTOR SHALL FINE. GRADE THE LAWN �,ND PLANTING AREAS TO :BRING. THE, ROUGH CONDITION OF ALL OTHER PLANT MATERIAL (INCLUDING WEED CONTROL BY QUALIFIED PERSONNEL TO ALL PLANTING AREAS IN SPOT APPLICATIONS PER UNSUITABLE - AT WHICH POINT THE CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT TO GRADE UP TO FINAL FINISHED GRADE ALLOWING O THICKNESS S AN M SOD INSTALLED BY THE LANDSCAPE CONTRACTOR SHALL BE WARRANTED N o ._ G LL G FOR T KNE F OD DxOR MULCH MANUFACTURERS PRECAUTIONS AND SPEGIfICATIONS. 'PRIOR TO FINAL INSPECTION, TREAT ALL ) TED BY THE i DISCUSS ALTERNATE RECOMMENDATION PRIOR TO PLANTING. H HIS CON ' CONTRACTOR FOR A MINIMUM o N DEPTH. T CONTRACTOR SHALL FINE GRADE BY NAND AF1D/OR WITH ALL EQUIPMENT PLANTING BEDS WITH AN APPROVED PRE -EMERGENT HERBICIDE AT AN APPLICATION ATE OF ONE (1) CALENDAR YEAR COMMENCING AT THE TIME OF r NECESSARY INCLUDIN A GRADING TRACTOR WITH FRONT-END LOADER FOR T A PORTING R CERTIFICATION OF ACCEPTABILIT H OWNER'S R NS G Y BY ER REPRESENTATIVE. RECOMMENDED BY THE MANUFACTURER. (AS ALLOWED BY AUTHORITY) 5. CONTRACTOR TO SUBMIT SAMPLES OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL SOIL WITHIN THE SITE a PRIOR TO PLANT INSTALLATION OPERATIONS COMMENCE. P. LAWN SODDING 3. REPLACEMENT: ANY PLANT NOT FOUND IN A HEALTHY GROWING CONDITION AT THE °�" a 3. ALL PLANTING AREA SHALL BE GRADED AND MAINTAINED FOR POSITIVE DRAINAGE TO END OF THE WARRANTY PERIOD SHALL BE REMOVED FROM THE SITE AND REPLACEDLLJ N F. WATER SURFACE/SUBSURFACE STORM DRAIN SYSTEMS. AREAS ADJACENT U > RE TO BUILDINGS SHALL I. THE WORK CONSISTS OF.LAWN BED PREPARATION, SOIL, PREPARATION, AND SODDING AS SOON AS WEATHER CONDITIONS PERMIT. ALL REPLACEMENTS SHALL BE PLANTS N. SLOPE AWAY FROM TE BUILDINGS..REFER.TO CIVIL:.':EN IN fRS PLANS FOR GRADES. 0 I H S z o N WATER. NECESSARY FOR PLANTINGAND MAINTENANCE NA G E F L GR DE 'COMPLETE, N STRICT. ACCORDANCE WITH THE SPECIFICATIONS AND THE APPLICABLE OF THE SAME KIND AND SIZE AS SPECIFIED IN THE PLANT LIST. THEY SHALL BE TE E SHALL BE OF SATISFACTORY QUALITY TO - o DRAWINGS TO PRODUCE A TURF GRASS LAWN ACCEPTABLE TO THE OWNER. FURNISHED PLANTED AND MULCHED AS SPECIFIED UNDER "PLANTING", AT NO o SUSTAIN AN ADEQUATE PLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR 0 ° 0. PLANTING PROCEDURE ADDITIONAL COST TO THE OWNER. MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATER MEETING THE ABOVE STANDARD SHALL 2. LAWN BED PREPARATION ALL AREAS THAT ARE 70 BE SODDED SHALL BE CLEARED OF 1. CLEANING UP BEFORE COMMENCING WORK: THE CONTRACTOR SHALL CLEAN WORK AND w a BE OBTAINED ON THE SITE FROM THE OWNER JF AVAILABLE AND THE CONTRACTOR SHALL BE ANY`ROUGH'GRASS WEEDS, AND DEBRIS AND 'THE GROUND BROUGHT TO AN EVEN GRADE. o G 4. IN THE EVENT THE OWNER DOES NOT CONTRACT WITH THE CONTRACTOR FORcj RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS HOSES SPRINKLERS, C SURROUNDING AREAS F` ALL RUBBISH OR OBJECTIONABLE 'MATTER. ALL MORTAR CEMENT, THE fN I SU A S A I / o , , ER , ETC.. ,, - T RE RF CE N LL BE ROLLED W TN A ROLLER WEIGHING NOT MO E THAN c� AND TOXIC MATERIAL SHALL M0 0 H AC • 0 A AN LANDSCAPE AND IRRIGATION MAINTENANCE THE CONTRACTOR IS ENCOURAGED TO _J IF SUCH WATER IS NOT AVAILABLE AT THE SITE THE CONTRACTOR SHALL PROVIDE H LL BE REMOVED FR M T E SURFACE F ALL PLANT BEDS, THESE ONE -HUNDRED 100' POUNDS PER FOOT OF WIDTH. DURING ( ) cc �, , ( ) F T T D RI G .THE ROLLING, A L DEPRESSIONS D MATERIALS SHALL NO BE MIXED WITH THE SOIL, . SHOULD THE CONTRACTOR FIN SUCH SOIL VISIT THE PROJECT SITE PERIODICALLY DURING THE ONE YEAR WARRANTY PERIOD TO • SATISFACTORY WATER FROM SOURCES OFF THE SITE AT NO ADDITIONAL COST TO THE OWNER. D L CAUSED BY, SETTLEMENT SHALL BE FILLED WITH ADDITIONAL SOIL, AN CONDITIONS BENEATH THE SOIL WHICH WILL IN ANY WAY ADVERSELY A EC H AN 0 L L, D THE SURFACE SHALL EVALUATE MAINTENANCE PROCEDURES BEING PERFORMED BY THE OWNER AND SHALL � m y AFFECT THE PLANT _ BE REGRADED AND ROLLED UN I PRESENTING A SMOOTH AN '- �WATERINGARRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JU IS G R ED T L PRESS G T D EVEN FINISH TO THE JURISDICTIONAL NOTIFY THE OWNER IN WRITING OF MAINTENANCE PROCEDURES OR CONDITIONS WHIGN � 3GROWTH, HE SHALL IMMEDIATELY .CALL IT TO THE. ATTENTION OF .THE OWNERS REQUIRED GRADE: r. DATE AUTHORITY. THREATEN VIGOROUS AND HEALTHY PLANT GROWTH. IT 15 SUGGESTED SUCH s REPRESENTATIVE. F `LURE TO DO SO BEFORE: PLANTING SHALL MAKE THE CORRECTIVE G GGE .TED SITE APRIL 12008 Y w. MEASURES THE RESPONSIBILITY OF' THE CONTRALTO 3. SOIL PREPARATION:: PREPARE LOOSE BED FOUR 4 .`INCHES. DEEP. NAND RAKE UNTIL ALL VISITS SHALL BE CONDUCTED A MINIMUM OF ONCE PER MONTH FOR A PERIOD OF o R. O PROJECT N0: r BUMPS AND DEPRESSIONS ARE REMOVED, NET PREPARED AREA THOROUGHLY. TWELVE (12) MONTHS FROM THE DATE OF ACCEPTANCE. ol E 041159000 E SHEET NUMBER � J LA3 t r. i4 5., f. " K i ,,. ,. a..a >`•�.. "S.. sea -.-, :r. , ... r T .. .. .r r. ,. ,. -i.. t: :.A Yx. _. ... .. ✓.- t.�.. _.. , ... .. 744 ::ate a .. Olt ..GO N % N I ------------- E L m via 1 MMAMOWW offmill ■ 1 III I'll, IYLIN N l \ m IRRIGATION DESIGN NOTES: 1) INSTALLATION WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANOR AS TO ALLOW FOR SPEEDY AND ORDERLY COMPLETION OF ALL WORK ON THE 3 SITE. PRECIPITATIONRATES 0 2) ALL PROPOSED TREES AND SHRUBS SHALL BE IRRIGATED BY A 100% AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. Y ° WEEKLY RUN TIME TO MEET PEAK 3) IRRIGATION SYSTEM SHALL BE CAPABLE OF SUPPLYING AN AVERAGE OF I OF WATER PER WEEK WITHIN WA EKING RESTRICTIONS AS APPLICABLE. PEAK DEMAND/ 4) IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING, OR PRESERVED PLANT COMMUNITIES. SPRINKLER TYPE RATE WEEK IRR. EFF. DEMAND WITH IRRIGATION EFFICIENCY, L � 5) IRRIGATION SPRINKLER ZONES SHALL BE SEPARATED FOR HIGH AND LOW WATER REQUIREMENTS AND OPERA TING ON DIFFERENT WATERING CYCLES. 1.5 IN/NR 1.07 IN 75% 58 MINS 0 a 6) IRRIGATION OVERTHROW TO IMPERVIOUS AND NATURAL AREAS SHALL BE MINIMIZED. POP-UP SPRAY SPRINKLER 0 7) A RAIN SENSOR OR SOIL MOISTURE SENSOR SHALL BE INSTALLED WITH THE IRRIGATION CONTROL SYSTEM, INSTALLED AT A LOCATION TO BE COORDINATED WITH OWNER. GEAR ROTOR .617 IN/HR 1.07 IN 75% 140 MINS a 8) IRRIGATION PIPING INSTALLED UNDER ROADS AND SIDEWALKS SHALL BE IN SCHEDULE 40 PVC SLEEVING AT'2X THE PIPE SIZE. ALL SLEEVING SHALL BE FREE OF STONES DRIP 1.6 IN/HR 1.07 1N q5% 46 MINS a AND DEBRIS. ° q) IRRIGATION CONTRACTOR SHALL INSTALL WELL AND PUMP TO ADEQUATELY PROVIDE WATER QUALITY, VOLUME, AND PRESSURE TO OPERATE THE IRRIGATION SYSTEM: CONTRACTOR TO ADJUST CONTROLLER RUN TIMES AS NECESSARY TO MEET MONTHLY E 10) IRRIGATED AREAS SHALL BE FULLY IRRIGATED WITH SPRAY HEADS $ ROTORS SPACED TO PROVIDE 100% HE D TO HEAD COVERAGE. ALL PROPOSED TREES AND PALMS IRRIGATION REQUIREMENTS PREDICATED BY ST. LUCIE COUNTY ISTORICAL RAINFALL o in N SHALL BE IRRIGATED WITH TREE BUBBLERS. DATA, EVAPOTRANSPIRATION RATES, AND SPECIFIC PLANT REQUIREMENTS. )I) PROPOSED SOD WILL REQUIRE' 100% COVERAGE, HEAD TO HEAD IRRIGATION. C 12) CONTRACTOR SHALL PROVIDE LANDSCAPE ARCHITECT WITH SHOP DRAWINGS DEPICTING IRRIGATION DESIGN OR APPROVAL PRIOR TO CONSTRUCTION. o T 13) CONTRACTOR SHALL PROVIDE "AS -BUILT" DRAWINGS OF THE FINAL INSTALLATION TO OWNER AT SUBSTANTI L COMPLETION BEFORE RECEIVING FINAL PAYMENT. IRRIGATION, -ZONES REQUIRED CN 14) IRRIGATION PUMP SHALL BE SELF -PRIMING AND INCORPORATE AN APPROPRIATE START RELAY FOR CONTRO LER OPERATION. ° �I 15) IRRIGATION CONTRACTOR RESPONSIBLE FOR ASSOCIATED PERMITTING AND FEES. THIS SITE WILL REQUIRE A COME 1NATION OF THE FOLLOWING, AT A MINIMUM: N .N 36 OF 30 GPM (MAX) ZONES VALVES) IRRIGATION SYSTEI 1�t I NOTES: .(1" 17 OF 65 GPM (MAX) ZONES (1.5" VALVES) ° 12 OF qO GPM (MAX) ZONES (1.5" VALVES) 7 OF 150 GPM (MAX) ZONES (2" VALVES) `o A) THE IRRIGATION MAINLINE LAYOUT IS DIAGRAMMATIC. ANY CHANGES MADE IN THE IRRIGATION MAINLINE DUE TO FIELD CONDITIONS OR CONTRACTORS SUBMITTED DESIGN SHALL BE IN ACCORDANCE WITH THESE "STANDARDS. e ADDITIONAL: ZONES MAYBE NECESSARY. CONTRACTOR TO DETERMINE FINAL DESIGN 3 B) SET SPRAY HEADS 6", ROTORS 12" IN FROM BACK OF CURB OR 24" IF PAVEMENT HAS NO CURB, AND 3" FROM SIDEWALKS WHERE APPLICABLE UNLESS OTHERWISE` NOTED. AND 5U$I1IT` CALCULATIONS FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TO 7 y C) LOCATE ALL VALVES A MINIMUM OF 24" FROM BACK OF CURB OR EDGE OF PAVEMENT, UNLESS NOTED OTHERWISE. INSTALLATION. D) VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. MAINLINE SHALL NOT BE LOCATED V41THOUT PRIOR APPROVAL OF 0 LOW -VOLUME IRRIGATION WILL REQUIRE LESS ZONES AND A E NOT 'RESTRICTED. o a THE OWNER'S REPRESENTATIVE. ALL UTILITIES AND STRUCTURES MAY NOT BE SHOWN ON THESE PLAN5-CONTRACTOR SHALL VERIFY. (RESTRICTIONS FOR LOW -VOLUME IRRIGATION ARE VOLUNTA Y PER. SFWMD) a E) ALL PRESSURE MAINLINES UNDER ASPHALT PAVEMENT SHALL BE WITHIN SLEEVES AS NOTED. WHERE ELECTRIC VALVE CONTROL LINES PASS THROUGH A"SLEEVE WITH ° OTHER MAIN OR LATERAL LINES THEY SHALL BE CONTAINED_ WITHIN A SEPARATE, SMALLER CONDUIT. F) ALL SHRUB SPRAY ZONES TO BE 1211 POP -UPS, NO RISERS SHALL BE INSTALLED. G) HEADS, LATERALS, EMITTERS, AND VALVES ARE NOT SHOWN,' BUT ARE NECESSARY FOR A FULLY FUNCTIONING IRRIGATION SYSTEM. H) ALL SLEEVES UTILIZED BY THE IRRIGATION CONTRACTOR, WHETHER INSTALLED BY CONTRACTOR OR NOT, SHALL BE LOCATED ON THE "A5-L5U4_T" DRAWINGS. THE DEPTH N BELOW FINISH GRADE, TO THE NEAREST FOOT OF EACH END OF EACH SLEEVE SHALL BE NOTED AT EACH SLEEVE LOCATION ON THE "A5-BUILT" DRAWINGS. - CONTRACTOR TO _a o ° PROVIDE AS -BUILT DRAWINGS PRIOR TO OWNERS ACCEPTANCE OF IRRIGATION WORK. 1 SMALLEST DIAMETER LATERAL PIPE SHALL BE 314 . ALL UN5IZED PIPE SHALL BE 3/ UNLESS OTHERWISE ) 4 NOTED. (PLASTIC IRRIGATION" SYSTEM DEMAND J) ALL VALVES SHALL BE INSTALLED IN AN AMETEK VALVE BOX WITH LOCKING'( LID. LOCATE IN SHRUB BEDS, IF POSSIBLE. o a K) IRRIGATION CONTRACTOR SHALL SECURE ANY AND ALL NECESSARY PERMITS FOR THE WORK PRIOR TO COMMENCEMENT OF HI5 OPERATIONS ON -SITE. COPIES OF THE] IRRIGATED AREA: 1.65, ACRES (t73,841 SF) o mPERMITS SHALL BE SENT TO THE OWNER/GENERAL CONTRACTOR. WORK IN THE R.O.W. SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF LOCAL AND/OR STATE- WEEKLY WATER APPLICATION: 1.07 INGHES PER WEEK GOLDEN CORRAL PROJECT: I DAY RUN TIME SCHEDULE LO HIGHWAY JURISDICTION. a L) VERIFY CONTROLLER AND WELL/PUMP LOCATION AT PROJECT SITE WITH OWNER. CONTROLLER TO BE INSTALLED IN AN INCONSPICUOUS LOCATION, IN A LOCKABLE FORMULA: Q AD = KFHE ° o PEDESTAL. FORMULA: Q = AD KFHE 0 M) ELECTRIC SERVICE TO THE CONTROLLER SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. WHERE: 1.6q AC X 1.07 IN. FORMULA: Q = 453 Y N) ALL 24 VAC WIRING FROM DECODER TO VALVE SHALL BE OF DIRECT BURIAL COPPER WIRE MAXIMUM LENGTH OF WIRE FROM DECODER TO VALVE SHALL NOT EXCEED 400 , Q = SPRINKLER SYSTEM CAPACITY IN GALLONS PER MINUTE. 2 DAY X S HRS. X .75 EFF ml L FEET. AS FOLLOWS: (CONTROL WIRES - #14 (RED COLOR) AND COMMON WIRES - #14 (WHITE COLOR)). =ACRES IN THE DESIGN AREA. FORMULA: Q = (08 GPM .3 O) CONTRACTOR SHALL INSTALL METALLIZED IDENTIFICATION TAPE ABOVE ALL IRRIGATION MAINLINES IN ACCORDANCE WITH FDOT UTILITY ACCOMMODATION MANUAL, LATEST" _A D i GROSS'DEPTH OF APPLICATION IN INCHES; s EDITION. F _ THE NUMBER OF DAYS ALLOWED FOR COMPLETION OF ONE IRRIGATION. 73 841 SF * .08g166 FT/WK + 7.48 CONSTANT 4q,100 GAVWEEK ( ) (CONSTANT) Y o P) INSTALLATION OF WORK SHALL BE COORDINATED WITH OTHER CONTRACTORS IN SUCH A MANNER AS T ALLOW FOR A SPEEDY AND ORDERLY COMPLETION OF ALL H = THE NUMBER OF HOURS THE SY5TEM IS OPERATED IN A DAY. E WORK ON THE SITE. Q) PRODUCTS SHALL BE AS SPECIFIED OR APPROVED EQUAL. PRE -APPROVED MANUFACTURERS: EFF =EFFICIENCY OF THE IRRIGATION SYSTEM (75%). ID c E 1. TOR 43560 50 FT/ACRE x 17.4$ GAL/CU FT U 2. HUNTER K=453_ 60 MIN/HR x12 1N F T C 3 ° � 3. RAINBIRD C) u F Z J t -O O J ow a 0 r r z m m 'm C() o 11 o - LJ< Z Z Y V) 0 O U Q 0 0 J L� r f Y Uj z � -I Y 0 O U x 0 30' 60' w U .J SCALE: 9 "=30' h:k Call 48 Hours before you dig It's the Law! 1-800-432-4770 `Sunshine State One. Call of Florida Inc. „r BATE APRIL' 2008 PROJECT NO. 041159000 SHEET NUMBER 1ki ALUMINUM POLE WITH DECORATIVE s` BASE I S89046'59" 765.36 p. 0 N. 3 t c Q LIGPTING NOTES: �n o . 1. LIGHTING LAYOUT SHOWN 15 DIAGRAMMATIC. LIGHTING o MANUFACTURER SHALL DESIGN FINAL LIGHTING PLAN TO. PROVIDE NECE55ARY LIGHT TO SATISFY FLORIDA BUILDING CODE AND ST NOTE: ALL LUMINAIRES TO BE 150W METAL HALIDE. LUCIE COUNTY REGULATIONS.. a 2. CLIG14TING DESIGNER 5HALL COORDINATE LIGHTING DE51GN TO Proposed L I ht in F I Xt Ul"2 Ng g ELIMINATE CONFLICTS WITH UNDERGROUND UTILITIES, TREES' -OR OTHER -GROUND o v POTENTIAL ABOVE OR SUBSURFACE OBSTRUCTIONS: o 0 a NTS 4. REFER TO CIVIL ENGINEERING DRAWINGS FOR UTILITY LOCATIONS.> REFER TO LANDSCAPE ARCHITECTURAL DRAWINGS FOR TREE/PALM LOCATIONS _ V 5. AT THE CONTRACTOR'S REQUEST, CAD DRAWINGS MAY BE MADE �I s AVAILABLE TO A551ST IN ;LIGHTING DESIGN. DIGITAL INFORMATION m s PROVIDED BY KHA SHALL Bf " USED FOR THE CONTRACTOR'S REFERENCE. ONLY HARD COPIES OF PERMITTED SHOP DRAWINGS AND PLANS SHALL BE RELIED UPON. E '. O' C u o Cl Av �z� 0 Z 0 30' 60' i SCALE: 1 "=30' Q J o 0 LL Uj z O c� LLJ U J DATE APRIL 2008 PROJECT NO. 041159000 SHEET NUMBER L11