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FLUMBI NI57 NOTE5 (BY PLUMBING CONTRACTOR U.
6r-NERAL MECHANICAL NOTr-5 1ELECTRICAL 5PECIFICATION5
I SEWER CLEAN OUT AND B-BOX MUST BE VISIBLE AND KEYABLE.
IT 15 THE INTENT OF THESE DRAWINGS AND ATTACHED ARCHITECTURAL AND MECHANICAL SPECIFICATIONS THAT THE
2. THERE KIST BE A CLEAN OUT ON THE MAIN SEWER EITHER INSIDE OR OUTSIDE 0 THE BUILDING AND EVERY
H.V.AC,. WNTRACTOR SHALL PROVIDE, DELIVEP, AND INSTALL ALL HEATINCv, VENTILATING, AND AIR-CONDITIONING, 50'-0" THIEREAFIER. I THE GENERAL CONDITIONSAND SUF�L!EllIIENTS GENERAL CONDITIONS ISSUED BY THE OWNERS AN17/01R ARCHITECT
SYSTEMS, DUCTNORK, DIFFUSERS, REGISTERS, CRl" ES, LOUVERS, INSULATION, EXHAUST AIR SYSTEMS, ACCESSORIES, 194ALL GOVERN WHERE APPI ICABLE.
TEMPERATURE CONTROL SYSTEMS, SPECIALTIES, PIPIN&, HIRINS, &AS DISTRIBUTION PIPING, TOOLS AND EQUIPMENT FOR 2. ! THIS CONTRACTOR SHALL I 4OROU6+LY FAMILIARIZE HIMSELF WITH THE PLANS AND SHALL VERIFY EXISTING SITE
COMPLETE INSTALLATION OF ALL H.V.Ar,. SYSTEMS, GUARANTEE AND SERVICE. 5. ANY PORTION OF: THE DRAINASE SYSTEM INSTALLED UNDERGROUND IN BUILDINS) SHALL BE A MINIMUM 4-ONDITIONS AT THE JM SIT! BEFORE StMITTINIS DID. FAILURE TO RECOGNIZE WORK REGIUIREP SHALL NOT BE
OF 4" DIAMETER
w 'AT THE EXPENSE or THE ON m No CONSIDERATION SHALL- BE eivm FOR AmiTioNAL COMPENSATION AFTER,
1LETTINe Of
A "� �II 4. STUD PROTECTORS ARE REQUIRED ON ALL PLATES AND STUDS WHERE WASTES, VENTS, AND WATER C70 THROI THEM.
3. 1 ENTIRE INSULA7nON SRAAI OR -tow IN A FIRST CLASSHORKMAN LIKE MANNER. THE COMPLETE SYSTEM
ISHALL BE FULLY OPERATI It AC<APTANCE BY THE OWNER SHALL BE A CONDITION OF THE CONTRACT. ALL WORK
3. OSHA RULES, REGULATIONS AND REQUIREMENTS ARE A OART OF THIS PROJECT H.V.AC,. CONTRACTOR SHALL FOLLOW 5. FOR SEKER AND,(OR HATER UNDER PARKIN& AREAS, DRIVES, OR KALrS,,. THE DITCH 15 TO BE FILLED TO eRAVE
;SHALL BE COORDINA7�W HI OTHER TRAM IN ORDER To AVOID INTERFERENCE PRESEFtVE.MAX. HEADROOM, AND
THEM ALOI WITH FEDERAL, STATE AND LOCAL REQUIREMENTS FOR THE SAFETY OF WORKERS ON THE JOB AND PASSERS HITH #6 OR #b STONE OR ROAD MIX. THESEWER. MATERIALSHALL BE S.D.R. #55 ASTIC, PIPE OR CAST IRON. 'AVOID OMISSIONS. ALL
IALS, WORKMAOISHIP, AND EWIPMENT SHALL BE GUARANTEED FOR ONE YEAR AFTER
BY
;SYSTEM ACICEPTANCE.
as
4. CONIVUIT SHALL 13E CONC, WHERE POSSIBLE; WHERE EXPOSED. RUN IN STRAJOHIT LINE PARALLEL AND/OIR
4. PROVIDE ALL NECE55ARY LIABILITY INSURANCE POLICIES AS REQUIRED BY THE ARCHITECTURAL SPECIFICATIONS, THIS dfia""nomfig" ll"MLAL PI 1� A �� OIL A Am& rs� III— . . . -_ . -
CONTRACTOR SHALL KEEP THE ARCHITEcTI/ENSINEER. THEIR CONSULTANTS AND THE OWNER OF THE PROJE I CT HARMLESS PERPENDICULAR TO BUILD1 Cow kr,-nON.
I -_ ' 5. CON'rRACTOR SHALL INCIL ALL MISCELLANEOUS 170-S RISMIRED TO COMPLETE WORK.
FROM ALL CLAIMS, LOSSES, EXPENSES, OF ANY KIND, INCLUDINS BUT NOT LIMITED TO ATTORNEYS EXPENSES AND FEES, 1. PROVIDE A.S.M.E. T. 4 P. SAFETY VALVE LINE AND DRAIN PIPE FROM EACH HATER HEATER TO FLOOR DRAIN 6. INSTALL ALL MOTOR FURNISHED BY OTHER TRAMS, FUI:tNISHEV AND INSTALL ALL DISCONNECTED 911ITCHES
MERE CLAIMS ARE FILED BY THEIR OHN EMPLOYEES OR ANY SUB -SUB -CONTRACTOR HIRED BY THIS CONTRACTOR (SLOPE SPINK IN JAN. CLOSET) AS REQUIRED. i
DO ALL POWER WIRING MOTORS AND CONTROLLERS.
AND/OR THEIR EMPLOYEES. THIS INDEMNITY SHALL ALSO APPLY TO ANY CLAIMS FILED BY OTHERS BECAUSE OF
7. RECEPTACLES AND SWI SHAW BE THE TYPE A6 SHOW ON THE DRAWINGS AND SHALL BE SPECIFICATION GRAM.
1-40RK DONE BY THIS CONTRACTOR. 8. LAVATORIES FOR PUBLIC, USE SHALL BE EQUIPPED WITH SELF CLOSING FAUCETS, SEE PLUMBING FIXTURE SCHEMLE. PROVIDE S.S. COVER PLATE 5 THROUGHOUT. SWITCHES TYPE 53521-10VORY) LIEVITION-COW. OUTLETS TYPE 5014-10VORY)
5. TH15 CONTRACTOR SHALL BE RESPONSIBLE TO INSTALL ALL ITEMS SPECIFIED U51NO CONSTRUCTION METHODS THAT WILL 'I. SILLOOC1<5 SHALL BE SEPARATELY CONTROLLED BY A VALVE INSIDE THE BUILD N&- THIS SHALL INCLUDE ALL 6. 1 MINIMUM BRANCH P41RE SIZE SHALL BE #12 AND. *TWN COPPER (INTERIOR) OR "THIN" (EXTERIOR) NTH 600 VMT
PROTECT PROPERTY AT ALL TIMES AND PREVENT BODILY IN -MY AN0/01R DEATH. SPECIAL ATTENTION AND PRECAUTION, FROST -PROOF SILLCOCKS. VALVES 1/2' THRU 28 ARE TO BE FULL OPEN PORT VALVES. INSUIATION. TYPE 'THH' STAVARV COPPER FOR CIRCUITS 06 AWS AND LARGE. MINIMUM WNVUIT SHALL BE I/I
SHALL BE PAID BY THE CONTRACTOR IN SELECTING, THE SAFEST METHODS OR MEANS FOR THE INSTALLATION. i
VIA. TRADE.
HAVE VACCUM BREAKERS ATTACHED OR HAVE BUILD I
10. SILLCOCIKS MUSI N VACCbM BREAKERS AND HAVE PROVISIONS q. MIN. OUTLET BOXES SHALL 42 TRADE UNLESS OTHERHISE SPECIFIED.
6. THIS ARCHITECT/EN61NEER HAS NO CONTRACTUAL DUTY TO CONTROL THE SAFEST METHODS OR MEANS OF THE WORK FOR DW�ININe OR BE SELF DRANINC7. i �LE POAKINISS FOR DIMMaONS BUT SHALL CONTACT THE ARCHITWT FOR ALL DIMENSIONAL
101 CONTRACTOR SHALL NOT
JOB SITE RESPONSIBILITIES SUPERVISION OR TO SUPERVISE SAFETY AND DID NOT VOLUNTARILY ASSUME ANY SUCH I i DATE AND SHALL VERIFYY T LOCATION AND MOUNTING HEIGHTS OF ALL OUTLETS NTH ARCHITWT AND/OR OWNER
DUTY OR R.ESPONSIBILiTY. 11. WHEN BACKFLOH PREVENTERS ARE TO BE INSTALLED THEY MUST BE INS tALLED BY A LICENSED PLUMBER AND IT 15
I PRIOR TO INSTALLATION.
HIS RESFIONSIBILITY TO SEE THAT A SET OF MANUFACTURERS SPECIFICAtIONS RtMAIN ON THE JOB. 11. 1 CON'TRACTOR 04ALL FURNI AND INSTALL ALL FIXTURES AND LAMPS INCLUDINS REPLACEMENTS UNTIL FINAL
-1, ALL HORK SHALL BE EXECUTED IN STRICT ACCORDANCE P41TH FEDERAL, STATE AND LOCAL CODES. ACCEPTED BY ACZEPTANCE OF WORK.:
THE ARCHITECT AND LEFT IN PERFECT OPERATING CONDITION. 12. ALL BRCKFLOH PREVENTERS, VAC -CM BREAKERS, ETC., MUST HAVE A SEAL OF ROVAL TAry ATTACHED, 12.1 &ROUNDING, SHALL WITH REduiReewm OF LOCAL INSPECTION AUTHORITY.
13. ALL MATERIALS USED BE NEW AND BEAR THE U.L. LABEL AND BE OF T14E APPROPRIATE NEMA STANDARD.
7 CONDITIONS PRIOR To 15. BACKFLON PREVENTERS ARE TO BE INSPECTED BY A LICENSED BACK
H.V-AC. CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING FLOW R14.! CONTRACTOR SHALL MAKE FINAL cbNNE:rTiONS TO ALL EGUIPMENT, INCLUDING INTERLOCKINS. COORDINATE WORK
SUBMITTINC7 HIS FINAL BID IF THERE ARE ANY DISCREPANCIES NOTIFY THE ARCHITECT AT ONCE. THE BACKIFLON DEVICE MUST PASS INSPECTION AND COPIES OF TEST RESULTS MUST BE SENT TO THE RESPECTIVE 1 REGUIRED NT14 THE E001 SUPPLIER OR THE OHNEIRL
HATER DEPARTMENTS AND BUILDING, DEPARTMENTS. 15.11 0ONTRA<,TOR SHALL
05TAIN AND PAY ALL FEES AND PERMITS TO ALL PRIVATE AND PUBLIC A&ENCIE5 HAVIN6 JURISDICTION OVER THE (AS COORDINATI!D BY THE GENERAL CONTRACTOR). INATE 6.15-00. FOR THE WORK PSGUIRIM UNDER THIS CONTRACT FOR THE COMPLETION
I OF THE ELECTRICAL S�ERWVI AT THE VOLTASE AND LOCATION AS SHOWN ON THE DRAHINSS. PROVIDE MATERIALS
PROJECT PRIOR TO ORDERINC7, MANUFACTURING, PURCHI OR INSTALLING, ANY SYSTEM OR PIECE OF EQUIPMENT. AND/OR LABOR AS Rmuf I BUT NOT FURN
14. THERE MIJST BEAN ADEQUATE SIZE FLOOR DRAIN BELOW THE BACKFLOW PREVE 4TER DEVICE. Ib.' CONTRACTOR SHALL VERIFY TYPE AND LOCATION OF EMERGENCY EXIST SIGNS, AND LITES WITH LOCAL MADECTION
DRAW
10. CON54JLT AND CHECK AT ALL TIMES THE LATEST ARCHITECTURAL, ELECTRICAL, PLUMBING AND EQUIPMENT INC75 I AUTHORITY AND PROVIDE FoR SAME BEFORE SUBMITTINe 510.
FOR EXACT LOCATION OF EACH DIFFUSM, RE&ISTER, GRILLE, LOUVER, DUCT, AND EQUIPMENT. 15. ALL, SOLDER 15 TO COMPLY' H" SECTION P-5105 OF THE 1c1q3 130CA CODE.
r.' MECHANICAL TRADE NOTES I THROUGH b SHALL APPLY.
16.1 ALL EXTERIOR LIGHTS AND 9104S SHALL BE SET ON A TIME CLOCK SUPPLIED AND INSTALLED BY THE CONTRACTOR.
16. THE PLUMBINS CONTRACTOR MST BE LICENSED AND BONDED AND MUST;OBTAIN A CONTRACTORS PERMIT BEFORE IcI.1 CONSULT AND CHECK AT A" TitilliMiTHE LATEST ARcHnEen-TuRAL MECHANICAL, PLUMBING AND EQUIPMENT DRAWiNSS
DUE TO CLEARANCE LIMITATION, PORTION OF THE SPECIFIED DUCTWORK SHALL BE INSTALLED BETWEEN JOIST SPACE C-OMMENCIN67ANY WORK. (AS COORDINATEv BY THE GENERAL CONTRACTOR)
i FOR EXACT LOCATION or- ELECTRICAL CONNECTION.
OR THROUGH THE HESS OF JOISTS, RE -SIZED TO FIT IN THE AVAILABLE SPACE AT NO COST. NO DUCT SHALL BE
1-7. NO WOW'� 15 TO BE COVERED PRIOR TO BEING, INSPECTED AND APPROVED. (AS ORDINATED BY THE GENERAL 26. ALL LAMM AND LI&MINIS XTURE HAI SUPPORTS, 5ASM, PADS, RODS, UNISTRUTS, ANGELS, CLAMPS, AND OTHER
INSTALLED CLOSER THAN 6" ABOVE FLUORESCENT LIGHTING FIXTURES. CONTRACTOR). ACCESSORIES FOR ALL F1 AND EGIUIPMENT SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOIRL
PROVIDE CLEAR ACRYLIC, COVERS OVER ALL LAMPS IN FUJORESCENT L16HT FIXTURES AT LOCATIONS NOTED (100)
21.
12. OMISSIONS FROM THE ARCHITECTS, DRANIN65, OR SPECIFICATIONS OF ANY ITEM NECESSARY FOR THE PROPER 29. Ymircy SECURITY CAMERA SPEAKaps, ALARMS, AND MOUNTING LOCATIONS NTH oHNm
COMPLETION OR OPERATION OF THE WORK SHALL NOT -RELIEVE THE CONTRACTOR FROM FURN15HIN(S THE SAME A. THE PLUMBINry CONTRACTOR SHALL COORDINATE THE ACTUAL LOCATION OF THE 24. PROVIDE 2 V20 PVCo CONDUIT FOR FOS FROM CASH REGISTER TO OFFICE.
SEWER AND WATER CONNECTIONS 2�. ELECTRICAL CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY HIRINS FOR HAND TOOLS AND CONSTRUCTION
HITHOUT ANY ADDITIONAL COST TO THE OWNER. WITH THE LOCAL MUNICIPAL PUBLIC WORKS DEPARTMENTS AND SHALL INSTALL A ND MAKE SEWER AND WATER
LIGHTINIS PER LATEST OSHA STANDARDS AND INCLUDE ALL COST IN THE BASE BID.
CONNECiIONS IN ACCORDANCE WITH THEIR REQUIREMENTS. I
26. ELECTRICIAN C4NITRACTOR SHALL GUARANTEE ALL WORK AND MATERIALS FOR A PERIOD OF ONE FULL YEAR AFTER FINAL
13, ALL EXCAVATING BACKFILLIN& AND RE5TORATION OF ALL TO DISTURBED SURFACES TO THEIR ORIC CO 21. ELECTRICAL CON1 OR SHALL FURNISH CONTRACT RECORD DOCUMENTS To THE ARCHTIECT/ENSINEEIR BEFORE FINAL
I MINI
-6 ow I PAYMENT HILL BE I CONTRACT REcORDvocumENTS SHALL VIAeRAMCALLY INDICATE THE INSTALLED CONDITION
FOR THE ENTIRE H.V.AC. IN5TALLATION, SHALL BE PROVIDED BY THE H.V.AC,. CONTRACTOR 44pplifew . i ! AND ISE IN OLE 140 . FORM.
26. THE ELECTRICAL I ION SKALL BE IN ACCC-ORIPANCE WITH ALL LADCAL ELEC CAL CODES AND THE LOCAL UTILITY
14. SUBMIT AND OBTAIN A REVIEN FROM THE ARCHITECT PRIOR TO ORDERING, MANUFACTURING, PURCHASING OR OMPAINYIS IR&I 4 THE LA, TESTEornow orTHENATIONAL El WOE.
INSTALLING ANY SYSTEM OR PIECE OF EQUIPMENT.
LABELS FOR SPECIFIC
22. ONLY MAIN SHUT* OFF VALVES ARE SHOWN. PROVIDE ALL OTHERS IN A06ORDANISE WITH ALL LOCAL CODES. 30. ALL WIRE CABLE BE COPPER WITH 600 VOLT NSULATION. MINIMUM HIRE SIZE SHALL BE 012 WITH THE
15. ALL EQUIPMENT SHALL BEAR THE UL/A&A LABEL FOR. ITS 5PECIFIC USE AND INSTALLATION. 25. ALL HO SLESPECS. FURNISHED d INSTALLED BY 1 EXCEPTION' CONTROLNI NeHHICH MAYBE 014 ANS. RE SIZE 010 AWS AND SMALLER SHALL BE SOLID AND ALL CABLE
1 *6 AWS AND LARGM BE STRANDED WITH INSULATION TYPES AS FOLLONSt
PLUMBING, CONTRACTOR. *THHN9 FEEDER AND 4 CIRCUIT HIRING ABav0tfINi9HEv FLOORS OR AREAS suBjEcT To MOISTURE -ONLY.
16. TYPE AND FRAME NEATLY IN A 6LAS5 ENCLOSURE-, EACH SYSTEMS OPERATING INSTRUCTIONS AND INSTRUCT THE 24. PROVIME SHUTCFF VALVES AT EACH TENANT SPACE AS SHOWN ON *FI OTHNNO ORIIXHHHO AND BRANCH CIRCIUIT KRING, IN FINISHED FLOORS OR AREAS SUIELE-CT TO M015TURE-ONLY
FitDIER AND BRANCH CIRCUIT WIRING (CROSS -LINKED PoLyErt4yuw iN9uLAT1oII ONLY
OMER OR HIS REPRESENTATIVE ON THE OPERATION OF EACH SYSTEM. 311. ALL 20 AMPIERE BRANCH 0 IRCUIT H6MERUNS IOO'OR LONSIM SHALL BE MINIMUM 010 ANS OR LARAC-R. SIZED TO LIMIT
25. VENT ALL LINES, ALL HASTE VENTS TO BE MIN. 2' W21lx4u INCREASER TkRoUc7H THE ROOF. MIN. 30" FROM PARAPET
KALL. SOIL STACK VENT TO BE MIN. 4" W4"x3" INCREASER THROUGH THE ROOF. 1 VOLTAGE DROP TO COME IRM0,4TS.
1-1. ROOF AND HALL OPENINGS, INSTALLATION OF CURBS, SLEEVES AND FLASHING SHALL BE PROVIDED BY 5ENERAL 2b. ALL SUSPENDED HATER SUPPLY PIPING To BE INSULATED. 33. ALL HIRE SHALL 13E INST IN THIN KAW (E.M.Tj CONDUIT UNLESS NOTED OTHERHISE, MINIMUM SIZE SHALL BE 5/4N EXCEPT
FOR vRops To DEvic 9, TC.44 LISSS OR TEMPERATURE CONTROL CONDUITS WERE INDICATED OR AS CALLED FOR ON
CONTRACTOR. H.V.Ar,. CONTRACTOR SHALL PROVIDE THE ROOF CUR55,5LEEVES, WEATHERPROOFING, AND SHALL ES,
ON
77. ALL PLUMBINe PIPES AND FIXTURES SHALL BE ADEQUATELY PROTECTEDI FROM EZING. THE DRAWINGS. ALL 7 N L FITTINIS SHALL BE Or- THE STEEL COMPRESSION SLAND I Y
BE RESPON51BLE FOR THE CORRECT INSTALLATION OF EACH OPENING. 34. ALL CONDUITS 211 OR SHALL BE GALVANIZED RJ810 STEEL OR INTERMEDIATE METAL CONDUIT (I.M.0).
2b. EVERY HORIZONTAL SOIL OR HASTE PIPESHALL BE INSULATED. 3$. ELECTRICAL CONTRACTOR SHALL INSTALL SIZE OF CONDUIT SHOWN ON PLANS AND AS INDICATED ABOVE AND SHALL NOT
EACH AIR 015TUR51NC7 SYSTEM SHALL BE PROPERLY BALANCED AND SET TO SATISFY ALL MINIMUM REQUIREMENTS I REDUCE SIZING, OF ClOwMul SUIT HIRE FILL CAPACITY.
-ROM THE BUILDINe STRUCTURE BY MEANS OF APPROVED
2q. ALL NXTER LINI!S CHASED. THROUGH WALLS To BE INSULATED. AL SUSPENDED CONDUITS BE RIGIDLY SUPPORTED F
OF CODE EXHAUST AND OUTSIDE AIR INTAKE. PROVIDE A BALANCIN& REPORT PERFORMED BY AN INDEPENDENT
N.L. LISTED FOR THE USFwJ IT FASTENERS, HANGERS, STRAPS, SUPPORTS, CLAWS, ETC.. FIRMLY ANCHORIED
MEMBER OF THE ASSOCIATED AIR BALANCIN&COUNCIL. PROVIDE ALL INFORMATION AS SET BY THE COUNCIL. 30. ALL INTERIOR VOMESTIC WATER LINES TO BE ABOVE FLOOR, EXCEPT BRANCH LINES TO EACH 5PACE AS 5HOM ON IN PLACE AID SPAcIED AT NOT To EXCEED 101-00 THIS CONTRACTOR SHOULD BE RESPONSIBLE FOR PROVIDING ALL
THIS SHEET. t
A5HRAE OR SMACNA. -lei RODS, ANGLES, RAILS, BRA�,-E PLATES, PLATFORMS, ETC., REGUIRED FOR SUSPENSION OR SUPPORT OF C40NMIT
8--sipi@01-1 19111194--9 1 AND EGUIPIloIENT AND ALL CLAMPS, THREADED ROOS, 1URNE1UC4Qr:S,'ANC440R5, ETC., AND MISCELLANEOUS
SPECIAL TIES RMI THE ATTACHMENT OF HANGERS AND SUPPORTS TO THE STPLICTURE-:. ALL CONDUIT FASTENERS,
32. PLUMBIIN6 SYSTEM SHALL BE IN ACCORDANCE WITH T14E REQUIREMENTS OF ALL 6OVERNINC7 CODES, ORDINANCES
I'l. ALL HEATINISS, VENTILATING AND AIR.-CONVITIONINC, SYSTEMS E44ALL BE GUARANTEED FOR A PERIOD OF ONE (1) AND REe0jLATIc)Nq. STRAPS, SUPPORTS, BE! I BOLT ON" 4SA4LVANZED STEEL ON EXPOSM CA:*STRUCTION AND IN NET AREAS, SNAPI
BLACK METAL ICADF L IN PARTITION HALLS AND ABOVE SUSPENDED CEILINS WILL BE PERMITTED.
YEAR FROM THE DATE THE OHNER ACCEPTS THE PROJECT. REFRIGERANT COMPRESSORS SHALL HAVE AN ADDITIONAL i 14.1
i . 35. THE PLUMBINS CONTRACJOR SHALL FURNISH AND INSTALL A COMPLETE ! AND O�RATIN& SYSTEM OF PLUMBING NO CONDUITS SHALL BE THROUGH WAC, AIR DUCTS.
FIVE (5) YEAR GUARANTEE. HEAT EXCHANGER TO HAVE A TEN (10) YEAR GUARANTEE. FOR THE SOIL; IAIASTE, VENT AND DOMESTIC. HATER SERVICES. THE CONTRACTOR� SHALL EXTEND THESE SERVICES 36. ALL CONDUITS RA61EWAIrS SHALL BE CONCEALED IN OR WITHIN HALLS, CEILINS CAVITY, ROOF CONSTR1.V_,TION
TO ALL FIXTURES SHOWN IN THE DRANINS AND PROVIDE ALL CONNECTINS PIPIN6, HARDWARE TAIL PIECES, 6+41ERE APPROVIM), SLAB , ETC,, UNLESS NOTED OTHERWISE. RACEWAYS ARE To BE INSTALLED IN THE METHOD
SHUT OFFS, FLEXIBLE CONNECTORS, UNIONS, AND TRAP REQUIRED FOR FINAL 00 NECTION TO ALL EQUIPMENT, INDICATED SYMBOLICALLY ON THE ELECTRICAL DRAWINGS. ANY DEVIATION FROM THE INDICATOR Oft FOR A RACEWAY
20, MAKE ALL NECESSARY ADJUSTMENTS, AIR BALANCINO AND CORRECTIONS AS NEEDED FOR PROPER FUNCTION OF WHETHER FURNISHED IN THE PLUMBING WORK OR SUPPLIED BY THE OWNER OR 0 R TRADES. THAT 15 PROPOSED TO BE EXPOSED SHALL BE APPROVED IN WRITING, PRIOR TO THE INSTALLATION. ALL CONDUIT
w I SHALL BE P4UTED OR PERPENDICULAR TO WAAA-S AND STRUCTURAL MEMBERS WITH 40 BENDS MERE REQUIRED
EACH SYSTEM HITHOUT EXTRA COST, AFTER COMPLETION OF THE PROJECT SU13MIT THREE SETS OF "AS BUILT" 34. PLUMBING CONTRACTOR MUST BE LICENSED AS REQUIRED BY THE AND
STATE oFM," AND OBTAIN ALL REQUIRED BONDS. AND SHALL BE RACI RACEWAYS SHALL NOT BE PERMI I UNLESS So INDICATED ON THE DRANINSS.
SHOP DRAWINGS AND ALL MANUFACTURER.S HARRANTIES, GUARANTEES AND INSTR;U1CTIONS OF ALL INSTALLED apt. NO HIRENAYS ARE FERMI I UNLESS INDICATED ON THE ELECTRICAL DRAWINGS FOR A SPECIFIC, USE.
SYSTEMS AND EQUIPMENT PROPERLY BOUND AND HANDED TO THE ARCHITECT FOR OWNERS FILE., i .9 FOR NECESSARY PLUMBING, PERMITS. 4� THE ELECTRI SHALL FURNISH ANIP INSTALL PROPERLY SIZED JUNCTION OR FULL 13OXES WHERE REGIARED.
ALL FEES AND TAXES SHALL BE INCLUDED IN BID PROPOSAL. No C40HOUITS BE ON ROOF, ELWTf;UCAL CONTRACTOR SHALL C40RDINATE ROOF PENETRATIONS WITH
MECHANICAL PI CURBS, CONDUIT MUST BE RUN ON ROOF, IT SHALL BE RACKED WITH OTHER TRAM WHERE POSSIBLE
56. 51TE CoNDITIO'SIS ARE A PERT OF THIS CONTRACT. PLUM51Ne CONTRACTOR 15 RESPONSIBLE TO CHECK, AND
I OR PROVIDED NTH ITS ROOP RACK SUPPORT SYSTEM Nrif PROPER ROOF PLATE So AS NOT TO CASE DAMAGE, TO ROOF
21, TEMPERATURE CONTROL SYSTEMS, PANELS, THERMOSTATS, CLOCKS, RELAYS, DEVICES, SPECIALTIE5, HIRING VERIFY DIMENSIONS, ELEVATIONS AND EXISTING, CONDITIONS AT THE SITE PRIOR To PROCEEDING, PqITH HIS WORK.
i I I COVERING PROVIDE SUSIM TTAL OF THE PROPOSED SYSTEM.
PIPING AND INTERLOCKINS-1,5HALL BE PROVIDED BY THE H.V.AC. CONTRACTOR OR HIS TEMPERATURE SUB -CONTRACTOR 3-1- PLUMBIINS CONTRACTOR SHALL FURNI!�H NRITTEN GUARANTEE OF ALL WORKMANSHIP AND MATERIAL-5 FOR ONE 41. NO HOLES ORRIECiESSIES BE CII IN WALLS, FLOORS, CEILING, OR ANY PART OF: THE BUILDING TO ADMIT CONDUIT OR OTHER
-ULLY RESPONSIBLE FOP, T14E ENTIRE TEMPERATURE CONTROL INSTALLATION. V40PX OF THIS CONTRA4T THOUT "PRIOR SUBMISSION To AND RENAEW AND APPROVAL 13Y THE ARCHITECI ENGINEER.
RVAC. CONTRACTORSHALL BE r YEAR C�ATE OF: OWNERS COMPLETION ACCEPTANCE.
SHALL F IREPROOF ALL CONDUIT OPENINGS BETWEEN ANY INTERSPACE FIRE SEPARAT ON 0 K
HALLS WITH U1_ LISTED IRE RETARDANT MATERIAL. ELECTRICAL 02NTRACTOR SHALL FURNISH AND INSTALL ALL
1. 'S -NFPAll SLEEVES, THM WALLS. ICAL CONTRACTOR SHALL WEATHERPROOF ALL PENETRATIONS TM FOI
22, DUCTNORK SHALL BE CONSTRUCTED AND INSTALLED IN STRICT ACCORDANCE HITH "ASHRAE, MACNA, 3q. SANITARY ANr,, HASTE DRAINAGE PIPING SHALL IBE SERVICE HEIGHT 6XIST IRON HUB AND SPIGOT. WASTE AND AUS. UNDATION AND
VENT PIIPINC72 1/2" AND UNDER SHALL BE SCHEDULE 40 GALVANIZED STEEL PIPE AND DRAINAGE FITTINS. P,/C EXTERIOR HALLS. IF ANY OLM OR RECESSES ARE REIMIRED, THE P40W WALL BE PERFORMED BY A C-OMMTENT
5TANDARD5 AND SHALL COMPLY V41TH NFPA CIOA MLLETIN, FEDERAL, STATE AND LOCAL CODE5, SHALL BE ZINC IF ALLoNED 5,11 CODE. . i TECTION AS
i MECHANIC SKILLED IN THIS FIELD IN A NEAT AND WORKMAN LIKE MA4M AND.MUST PROVIDE DUST PRO
COATED SHEET METAL PROVIDE SPLITTER OR VOLUME DAMPERS OR AIR EXTRACTORS ON ALL DUCT TAKE -OFFS. IN I
40. DOMESTIC HO1- AND COLD WATER PIPING, ABOVE &ROUND SHALL BE TYPE "L CPPPER WITH HR4)U6HT IRON SOLDER I APPR01vW BY THE OWNER THE PORTIONS CUT MST BE RESTORED TO THEIR ORIGINAL CONDUIT AT THE EXPENSE OF
INSTALL "UL" FIRE DAMPERS ON ALL FIRE RATED NALL AND CEILINS PENETRATIONS AS REQUIRED BY BULLETIN FITTINS- AND PI;ZOVIDE DIA ELECTRICAL FITTING WHEN JOINING, OR ABU1tINe DISSIMILAR METALS. HATER PIPING I T1415 CONTRACTOR.
DELON GROUND WITHIN BUILDING SHALL BE TYPE "I ANNEALED COPPER TUBINC71HITH NOJOINTS BELOW SLAB. 42. FINAL wup-riw coww ION To FILOT C04TROL MVlCZS SHALL BE MADE WITH 11-0" MINIMUM LENGTH or- FLEXIBLE
c1OA AND LOCAL CODES. IN5TALL ACCESS PANELS ON ALL FIRE DAMPERS FOR FIRE RATED HALLS AND CEILINGS I CONDUIT OA. SOLENOID , MarORIZED DAMPERS, ETC,).
41. NATMII &AS PIPINCT SHALL BE SCHED. 410 STANDARD WEIGHT BLACK STEEL P(PE HITH STANDARD IlI` BLA 'K 4p. ELECTRICAL SHALL:FWDVjM CIRCUITS AND FINAL POWER C4tW::CTIONS FOR FIRE PROTECTION FLOW
SEE THE ARCHITECTURAL DRAHINC75. COVER EXTERNALLY ALL DUCTS P41TH I" THICK FIBERGLASS IN5ULATI ON THREADED MALLEABLE IRON FITTI 2" OR SMALLER AND STANt>ARD WELDING piTTINS, 2 1/2" OR LAReeR. INSTALL I SHITCHES AND ALARM AS ki&VINW,
AND NRAP NITH FACTORY APPLIED REINFORCED ALUMINUM FOIL. ALL SPECIFIED DUCT SIZES ARE I.D. QUICK DISCONNECT CONNECTORS AT EACH PIECE OF EQUIPMENT.
44. BRANCH CIRCIUIT HIRIN99 EXIT�, SAI IERY AND NIGHT L1614TINS FIXTURES SHALL BE ROUTED IN A SEPARATE RACEWAY
42. ALL HOT AND COLD WATER PIPING SHALL BE INSULATED WITH 3/41- FIBERGLASS AND FACTORY APPLIED VAPOR SYSTEM FROM ALL OTHEF BRI, CIRCIUM. CIRCUIT VREAIiKERS SERVING THE ABOVE LOADS SHALL BE PROVIDED NTH
LOCK ON DEVICES.
23. INSTALL DUCT SMOKE DETECTORS ON ALL AIR DISTRI19UTION SYSTEM AND HIRE TO SPRINKLER/F.A.C.P. BARRIER. HOT HATER TO HAVE PRE -SIZED CLOTH -JACKET. INSULATION TO BE U RATED WITH F.5. RATINCP OF 25
OR LE5'oS.
SYSTEM TO SATISFY LOCAL ORDINANCES.
24, DIFFUSERS, SHALL BE "5" TYPE HITH VOLUME DAMPERS, SUPPLY AIR REC71STEP-5 0212FI5, RETURN AND
44. INSTALL AIR CHAMBERS TO PREVENT NOISE AND DAMAGE DUE TO WATER HAMt, ER.
45. PROVIDE AND INSTALL SHUT-OIFF VALVES IN THE SUPPLY PIPINS TO EVERY FIXTURE.
25.
46. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE, ALONG WITH BACKFLON NTERS. EQUAL To WATTS
4-1. INSTALL; CLEAN OUTS AS REQUIRED BY APPLICABLE CODES.
46. REVISE::EXISTINS, SERVICES AS REQUIRED.
00660 MAW
0. WORK AREA FLOOR DRAINS SHALL HAVE 10- STRAINER &RATE, AND SE
51. CONDENSATE I.W. DRIP DRAINS SHALL BE JOSAM OR JAY R. SMITH. I
52. KITCHEN FLOOR DRAINS SHALL BE JOSAM SERIES NO, 31100 WITH CAST IRON TOP AND SEDIMENT BUCKET.
Will" ALL O71HER DRAINS TO BE JOSAM NO. 32120.
25. PROVIDE GAS DISTRIBUTION PIPIN(5 AND 19AS CONNECTIONS TO EACH PIECE OF GAS FIRED EQUIPMENT. (SAS
PIPING, SHALL BE BLACK STEEL SCHEDULE #40 WITH MALLEABLE FITTIN6. PIPING 2* AND LARGER SHALL BE
HELD 0ONNECTED.SMALLER. THAN 2" SHALL BE SCREWED CONNECTED. INSTALL ACCESSIBLE SHUT OFF VALVES
-ON ALL GAS FIRED EQUIPMENT.
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�
No. U / U Date
SOUTHEAST DIESIGN
INTERNATIONAL INC
2151 SOUTHERN OAKS LANE
863-409-6422 (CELL)
PAX. 863-644-6057
' ��N� |
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t
tt �8�1
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IN
[ -1 \
A � B
n MEN 5 OOM ELEV.
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— U scuds 3/6' = PLO'
TOILET AGGE55ORIE5 5GHEDULE [�
MANUFACTURER
5UPPLIED/
MARK
QTY.
ITEM
4 MODEL NUMBER
REMARK5
IN5TALLED
A
4
GRAB BAR
BOBRICK
2 @ 42" 4 2 & 36"
6.G.1 G.G.
I B-5806X42
5EE NOTE G
—�-- `
B
'2
TOILET PAPER D15P.
! BOBRIGK
24" A.F.F.
6.6.16.6.
(5URFAGE MOUNTED)
�BOBRIGK
5EE NOTE G
G
2
---B-288
GOAT HOOK
48" A.F.F.
6.G.16.G.
B-611
5EE NOTE A AND D
D
2
50AP DISP.
i BOBRIGK T
5EE NOTE A
6.G.1 G.G.
5EE NOTE G
E
2
ELECTRIC HAND DRYER
AIR SPEED r
5EE NOTE A
G.G./ 6.G.
WAY 126
5EE NOTE G
F
2
MIRROR
____---
t BOBRIGK
24"X36"
_
6.G.16.6. _T
B-2165-2431
(1/4" 6LA55)_
6 T
2
5AFETY GOVER5 �—
i
TRUBRO LAV-GUARD
_FLOAT
WHITE
6
_— H—
I
5AN. NAP. DI5PO5AL
BOBRIGK
5EE NOTE A
_-`-�-
(RECE55ED MOUNTED)_
5EE NOTE G_�-
1 2 TRASH CAN A51 0525 6.GJ 6.G.
NOTE5
A) OPERATING GONTROL5 OF ALL HAND DRYER5, SOAP 015PEN5ER5 AND MULTI-PURP05E UNITS
TO BE 42" A.F.F.
B) G.C. TO FIELD VERIFY ALL 51ZE5
G) PROVIDE BLOCKING FOR ALL WALL MOUNTED FIXTURE5 AND AGGES50RIE5
D) DOOR MOUNTED
PROVIDE
BLOCKING
IN WALL
Equipment Lis-
NO. EQUIPMENT LIST LOCATION SIZE ACTIVITY
CUSTOMER SERVING AREA
1 ICECREAM CABINET
FRT COUNTER
6-10 ft long
make/serve icecream
2 LUNCH SANDWICH COUNTER
FRT COUNTER
4-5 ft long
make sandwiches
3 BREAKFAST SANDWICH COUNTER
FRT COUNTER
4-5 ft long
make sandwiches
WITH UNDERCOUNTER REFRIG.
under touter 6 ft long
6 ft long
store milk, creams,cheese etc.
4 COFFEE STATION
BACK 55 COUNTER
4-5 ft long
make coffee/tea/hot choco.
5 DONUT DISPLAY CASE
BACK D5PLY AREA
12-14 ft long
donuts/bagels/muffin display
6 UNDERCOUNTER REFRIGERATOR
BACK 55 COUNTER
4-6 ft long
store cheese/cut slices of meat
7 UNDERGROUND FREEZER OR REFR.
BACK 55 COUNTER-
4-6 ft long
icecream food materials
11 HANDSINK with ss counter
PREP ENTRANCE-
4-5 ft long
wash hands
24 BEVERAGE DISPENSING STATION
BACK 55 COUNTER
over # 6
soda fountain
25 UNDERCOUNTER DONUT CASE
FRONT REGISTER
under # 29
coffee rolls/cookies display
26 SOUP WARMER
BACK 55 COUNTER
over # 6
store soups in warm container
27 GLASS DOOR REFRIGERATOR
FRONT SITTING AREA
4 long
store drinks/water bottles
28 GLASS DOOR FREEZER-ICECREAMS
FRONT5ITTING AREA
4-6 ft long
store icecream c{uarts
29 REGISTER STATION
FRT COUNTER
open counter area
take customers
PREPARATION AREA
8 HAND 51NK
PREP AREA
nsfapproved
wash hands
9 55 COUNTER WITH SHELVING
PREP ARE
10-12 ft log
holing -finishing donuts
10 FULL HT2 DOOR REFRIGERATOR
PREP AREA
4 ft long
store immediate products
KITCHEN AREA
12 3 COMPART. SINK+ SHELVING
KITCHEN AREA
7-9 R long
wash and rinse used vessels
13 HANDSINK
KITCHEN AREA
nsfapproved
wash hands
14 WALK IN COOLER -FREEZER
Nr. KITCHEN AREA
12 X 14 ft. combo
cold food storage
15 BAKING TABLE
KITCHEN AREA
6 X 4 R
make donuts
16 SUPPRESSION SYSTEM -FRYERS/ HOOD
KITCHEN AREA
7 X 3 ft approx.
fry donuts -exhaust fumes
17 )ANITORIAL SINK -STORAGE ABOVE
)ANITORIAL ROOM
2 x 2 ft
mop sink, cleaning area
18 PROOF BOX OVEN
KITCHEN AREA
2.5 It x 2.5 ft
proof donuts in oven
19 CONVECTION OVEN
KITCHEN AREA
4 x 4 ft approx.
make bagels and donuts
20 EMPLOYEE PERSONAL CABINET
STORAGE ROOM
6 ft long
employees coats and personal
21 DONUT DOUGH BAGS DRY STORAGE
STORAGE ROOM
2 deep x perimeter
store donuts and cake bags
22 CLEAN MATERIAL SUPPLIES STORAGE
)ANITORIAL ROOM
2 deep x 4 ft long
cleaning supplies on shelves
23 DOUGH MIXTURE MACHINE
KITCHEN AREA
not known
mix dough to make paste
4 PEAL C- o :hL ,6-rA1231EsC
3t • � � S�Avpq -6
f t-aQUN5 c rco Al. 00e 1-004 ayiNTMP,.
32. T�eues - 2 PIEK� CTaiA't- 3 -rAis! ,�D
12'-O"
O
�---- CHAIN -LINK
6ATE5 WITH 5LAT5
6" CONCRETE SLAB WITH
6x6 10/10 W.W.F. ON 5" GOMPAGTE
GRANULAR FILL WITH 48"
CONCRETE APRON
PITCH 3"
6"0 GONG. FILLED _
PIPE COL. 4b" HIGH p
TYP. 3
N
TRASH COMPARTMENT
FLOOR PLAN
SCALE: 1/4" = 1'-0"
v
N
SPLIT -FACE G.M.U.
W/ 2 1/4" 0.5. GAP
O
Iji I 1z
SLAT DOORS
'ICI 001V eom r ST p
II II '
II II
II II
u u
TRASH COMPARTMENT
ELEVATION
SCALE: 1/4" =1'-O"
2 I/2" G.S. SILL GAP
N .
P-2
TYP. NALL GONST..
8" G.M.U. SPLIT FACE W/
CONTIN. HORIZ. REINF0 t -1
.
_ 16 o.c VERT. a 1z
#4 VERT. REINF.
2• SLer IN TOP STATION 24" oz. FULL LENGTH
r�R wine / anuratnc cA$INET
PLUMBING FIXTURE
PNM FOR
AGGE55181 L I TY REGU I REMENT5
TO
AGGE5515ILITY URINALS:
-ELONGATED RIM @ 11" A.F.F. MAX.
-FLUSH GONTROL5 MOUNTED 44" A.F.F. MAX.
CHIME TO ALLOW FOR
AGGE55113ILITY LAVATORIE5:
PL"Ns 4 6JECTWK-
STU9-INS THM C4W.
-LIP OF SINK 34" A.F.F. MAX
-261" KNEE CLEARANCE (FRONT EDGE TO 8" BACK - THEN 21"
M I LLHORK
5EGTI ON FOR GHA5E
CLEAR)
WAM Vi4"•i+-o•
-1 EVER/PUSH TYPE FAUGET5 W/ 10 5E COND DELAY
-INSULATED/ CONGEALED PIPES (5EE FINISHED SCHEDULE A4)
O FACE
j'
-MIN. q" CLEARANCE FROM TRAP TO FLOOR
ST NVMV STm DIPPER
11" FROM WALL FAGE
NU V-MIN.
6* HV X 44I� X
-CLEAR FLOOR 5PAGE OF 30"W X 48'D IN FRONT�Y
��
SEE E04
AGGE5518LE WATER GL05ET5:
.- 3[LOG
ADXW CM0 PAM OF
-TOP OF SEAT @ 11" TO Iq" A.F.F.
SAMW SMOM 6
-FLU5H CONTROL ON WIDE 51DE OF 5TALL/ TOILET AREA
d 5tFP! Y
�Y � uM't
-36" AND 42" GRAB BARS @ REAR AND 51DE OF W.G.
Pff uAw
-CLEAR FLOOR 5PAGE PROVIDED
uHlon
Mow D&L
VALVE OR c�euEr
`I/' d� I' d ORNN L PE
7Mf - 45 BOOR VRAM
4' d PIPE a MV t
_ b' d STRMIQt W Z-414
KNft ANOMY W 4' d
11VER M
DIPPER HELL PLUMS I N& D I AORAM ,
Q
4
c
( DO NOT DRILL INrO GADINer I TSB VALVE
DIPPER HELL PLUMSINO DIAORAM
TYP. GONG. SLAB
1
4
l •pl
i
#4 DOWEL B 24" o.c. .I
LAP BARS 24"
I.
1
8" TRENCH FOUND. WALLWITH #5 ROD T. 45
CONTIN.
L __
O
TRAM H GOMPARTviENT
WELL
TYP. SECTION
SCALE: 1/2" = 1'-0"
o
f
a 4 a
APPROVED
by Fir,, far, f Zephyrhilis
With cl t Provided with plaqs)
M
General Notes
Revision/issue I Date
SOUTHEAST DESIGN
INTERNATIONAL INC
2 151 SOTJTNERN OAKS LANE
LAKELAND FL 3 3 813 - 3 1
836-648-9069
863-409-6422 (CELL)
4. fit'O U5
ROCTP
DAZZLIN' DONUTS
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRH I LLS, FL 33542
Project Sheet No:
H#�FOR
041"119UR eLa"E , of sheets
Date Drawing No.
4 19Z/2008
Scale
AS NOTED
■
A00 SITE PLAN —GENERAL NOTES. 1"xAv1L,tjLv kja W, ALL tlt:ruvG NINI LMs "V LLMl'fffr1U1Ns YKLUK T °bWVJ lvG.
F s�� FAILURE TO DO 90 SHALL NOT RELIEVE CONTRACTORS FROM PERFORMING THE
/Sol. AO1. .PROPOSED FLOOR PLAN /DEMO PLAN . WORK UNDER THIS CONTRACT. REPORT, IN WRITING ANY VARYING FIELD
A02 . ELEVATIONS— FRO N T/SIDE. CONDITIONS, OMMITIONS, OR DISCREPANCIES TO THE CONSULTANT. INCLUDE IN
kR BID ANY ADDITIONAL WORK REQUIRED FOR CODE COMPLIANCE.
_ � A03 . SECTIONS—CRr*OSS/LONGITUDINAL. L AP4ED 3) SHOULD ANY ERROR, OMMITION, DISCREPANCY BE ENCOUNTERED DURING `
140—.00 (P)���
CONSTRUCTION, THE CONSULTANT SHALL BE NOTIFIED PROMPTLY, SO THAT HE
o ,
E01 ELECTRICAL PLAN
Q t ISC' r P,&TM L3 MAY HAVE THE OPPERTUMTY TO TAKE WHATEVER STEPS NECESSARY TO
8� v coo(REFLECTED CEILING PLAN). EQ� _ RESOLVE THE PROBLEM.
cm
o _
co ELECTRICAL POWER PLAN . 4) ACTION TAKEN WITHOUT KNOWLEDGE OF CONSULTANT OR IN CONTRADICTION
ss - io.00'(p) y6. N„Q' EO2 . TO THE WORK PRODUCT OR THE RECOMMENDATIONS TO THE CONSULTANT SHALL
A' 0.& oo S'A Ro c
E03. ELECTRICAL PANEL PLAN. BECOME THE RESPONSIBILITY OF SUCH PARTIES TAKING ACTION.
Ro• v N86002'03"E 140.00' P&M S,� , /� EQUIPMENT PLAN. 5) THE GENERAL CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND
�°i,q�D e• N - /- SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION MEANS,METFIODS . TECHNIQUES.
4 o / P01 P L V M B I N G PLAN . SEQUENCES AND PROCEDURES: AS PART OF HIS RESPONSIBILITY, THE
CONTRACTOR SHALL RETAIN THE SERVICES OF A LICENSED STRUCTURAL
b
- M01 MECHANICAL PLAN
277s ENGINEER TO DESIGN AMEND, SUPERVISE ANY SCAFFOLDING FOR WORKMAN
�' �'p�./G01. GENERAL NOTES DU DETAILS.
d ,
N N t t .70' , ; . _ - o- 0 i� -- AND ALL SHORING OF FORMS AND ELEMENTS OF CONSTRUCTION.
cn
a c �. / �► / �! 6) PROVIDE ALL NECESARY SHORING BRACING TEMPORARY PROTECTION, ETC. AS
�i' ._ . , ..:�__._.:.: .._ ....: _ REQUI
RED. THE GENERAL CONTRACTOR AT HIS EXPENSE SHALL ENGAGE
o • ' . ° w i PROPERLY QUALIFIED PERSONS TO DETERMINE WHERE AND HOW TEMPORARY
27 >> = 9 ro� STORE/BUILDING IN FORMATION/DIMENSIONS:�US SHALL BE USED A INSPECT S IN T E D.
.
a N_ _ ' � + �� AND THE SAME H FIELD. ANY
/-,
0 3osa' 60.26' ' o s ; OBSERVATION BY THE FIELD REPRESENTATIVE (CONSULTANT OR ENGINEER)
liftv w�' SEATING AREA: SHALL NOT INCLUDE THE INSPECTION OF THIS ITEMS.
IO 4b �' ��' ( COUNTER AREA: g 23'H' 7) PROVIDE ALL MATERIAL AND SKII,LED LABOUR AS REQUIRED FOR A COMPLETE
N �o�Ip�.}_' Q QN�j�� N W �i� /_
i FINISH INSTALLATION. VARIFY EXTENT OF OWNER PARTICIPATION.
N �G � �► sl — \ %�. PREPARATION AREA: 2"7w �"'
o c, c 6 �/ _ -- 8) DO NOT SCALE DRAWINGS DIMENSIONS OR TAKE PRECEDENCE. VAR ALL
.: �.� oj; KITCHEN AREA: DIMESIONS ON ,
v 26.98' 30.54 s0:96
SITE.
_ 2�.os . r� �' _ OFFICE/S TORA,GEIRE5TROOM/UTILIlI(: �55�' , '
/ 2, S68.00'00-W 140:Ot?� P s �, - ( `; f 9)CLEAN JOBSITE AFTER EACH DAY WORK MAINTAIN A CLEAN SAFE JOBSITE AT
/ aoE 139.97 (M) oco�o o I4 Ap ALL TIME.
oN�� Ss• 3i4 , TOTAL SIZE: ; ti 2.71 X. 6f,9 gD') ��'
Rom 10) THE GENERAL CONTRACTOR AND SUBCONTRACTOR WILL ASSUME FULL
s• o os f T _ 140.00'(P) _ `- TOTAL AREA:t 7 f) P�7C. I RESONSIBUM, UNRELIEVED BY THE REVIEW OF SHOP DRAWINGS AND
DOCUMENTS FOR DIMENSIONS,COORDINATION OF VARIOUS TRADES,
_._ 14d FABRICATION PROCESSES, CONSTRUCTION TECHNIQUES, AND SAFETY CONDITONS.
11) THE DESIGN MANUFACTURE AND INSTALLATION/ERECTION OF ALL
MANUFECTURED ITEMS INCLUDING BUT NOT LIMITED TO,PREFABRICATED METAL
i BUILDINGS, TRUSSERCURTAIN WALL SYSTEMS, ETC. AND THEIR CONNECTIONS TO
THE PRIMARY STRUCTURAL ELEMENTS SHALL BE PROMULGATED BY AND IN
ACCORDANCE WITH ALL APPLICABLE CODES, SPECIFICATIONS AND STANDARDS,
}�• o LOCAL ORDINANCES, AND / OR SPECIFIC CRITERIA NOTED ON THE DRAWINGS. THE
n
v .
COMPLIANCE OF THIS CONTINGENCES IS SOLELY THE RESPONSIBILITY OF THEIR
MANUFECTURER.
. � O
0
0
o C ,
0
O ,
. 12) ALL MATERIALS SHALL BE FREE OF DEFECTS AND INSTALLED IN A
O PROFESSIONAL, WORKMANLIKE MANNER BY SKILLED MECHANICS.
�o . _ • ; 6e 13) ALL CONTRACTORS WORKING ON THIS PROJECT SHALL CARRY LIABILITY AND
PROPERTY DAMAGE INSURANCE WITH A HOLD HARM LESS CLAUSE TO
} t INDEMNIFY, DEFEND AND FOLD HARMLESS THE CONSULTANT AND THE OWNER
FROM AND AGAINST ANY AND ALL CLAIMS, COSTS, DAMAGES, EXPENCES, SUITS,
- - /(�� ( JUDJEMENTS,LIA.BILITIES, AND ATTORNEY'S FEES IN CONNECTION WITH THE
-i- D CLAIMS FOR INJURY OR DEATH TO PERSONS OR DAMAGE TO PROPERTY CAUSED
E ( BY OR ALLEGED TO BE CAUSED BY OR IN ANY MANNER DIRECTLY OR INDIRECTLY
,OZ �1',(� 4 `� ARISING FROM,INCIDENT TO ,CONNECTED WITH BY OR ALLEGED TO HAVING
CAUSED BY AN ACT, ERROR OR OMMITION, NEGLIGENCE OR OT14ERWISE OR
N PARTIES OR EITHER OR ANY OF THEM INDEMNIFIED.
Z—'n►�ter� 14) EACH AND EVERY CONTRACTOR AND SUB CONTRACTOR WHEN ACCEPTING
CONTRACTUAL
,� OBLIGATIONS FOR THIS PROJECT SHALL UNDERSTAND THAT A
v
PREREQUISITE TO ANY OPERATION OR PROJECT WHETHE;i FILED WITH OWNER OR
NOT, THAT THEY HAVE IMPLIED AGREEMENT TO THE ABOVE (NOTE 14 "HOLD
- 23 2D Iq C3 17 I,pl _ HARMLESS) AND ITS SPECIFIC WORDINGS.
f4ML Toes PJSc2W �� � 15) IT IS AGREED THAT THE PROFESSIONAL SERVICES OF A CONSULTANT DO NOT
Q INCLUDE THE REVIEW OF THE SITE OBSERVATION OF THE CONTRACTOR'S WORK
OR PERFORMANCE. CONSULTANT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION
df
P �•r
MANAGEMENT AND OR SUPERVISION.
E' El •T\ • 16) ALL LOCAL STATE AND FEDERALREGULATIONS
RE ULA ONS AND PROCEDURES REGARDING
i ALA' I �,` �a�a SAFETY ARE RESPONSIBILITY OF THE CONTRACTOR
`c7P"`^1-t+�' " -
17) ALL CONSTRUCTION TO BE NON COMBSTIBLE, I HOUR FIRE RATED MINIMUM
) s af4jA A�r � 1�2 vPC'cA-{. -
18) ALL FLOOR WALLS CEILINGS, PENETRATIONS TO COMPLY WITH REQUIRED
------ '�
� ., 14 FIRE RATINGS
h
EC IAL qAPETY NOTE:
�
�T
-- - - ALL CONTRACTOR AND THEIR WORKMAN WORKING ON THIS PROJECT SHALL AT
,ram ;
IIG:iii�kl111 • ;� 13 ALL TIMES ,PRIOR AND DURING T COURSE 0 ACTIVITY
URIHE URS N F THEIR ACTIVI BE RESONSIBLE
FOR THE SAFETY OF THEIR EMPLOYEES AS WELL AS OTHERS AND IN THE CARE OF
N Z�H'N ate!
THE PROPERTY. EACH REPRESENTATIVE OF THEIR EMPLOYEE SHALL ASCERTAIN
THAT THE CONDI TIO
'
=,--•- �� l N UNDER WHICH THEY WILL BE REQUIRED TO ACCOMPLISH
w.. THEIR WORK ARE SAFE WITHIN GOOD SAFETY PRACTICES AND MEET ALL
CONCERNED REGULATIONS OF THE OCCUPATIONAL SAFETY HAZARD ACT, OR
ti OTHER GOVERNING REGULATIONS.THE BEGINNING OF WORK BY A CONTRACTOR
�. SHALL INDICATE SATISFACTION CONCERNING SAFETY AND FULL RESPONSIBILITY
FOR ACCIDENTS OR DAMAGE. IF UNSATISFIED, THE CONTRACTOR SHALL INDICATE
WHAT SO EVER ACTION OR DEVICES NECESSARY TO RENDER SAFETY CONDITIONS
FOR LIFE AND PROPERTY AS ARE RELATED TO HIS ACTIVITY. IF THE WORK OF
414 gOTHER PARTIES OUTSIDE ORGANIZATION IS UPON INSPECTION IS FOUND AT ANY
HAVE PREPARED OR CAUSED TO BE PREPARED VNDER MY DI RECTSVPERVISION,
TIME TO BE UNSAFE, HE SMALL STOP WORK MMEDIATELY AND NOTIFY THE
THE ATTACHED PLANS AND SPECIFICATIONS AND STATE THAT, TO THE BEST OF MY ARCHITECT AND OWNER .
- KNOWLEDGEAND BELIEFAND TO THE EXTENT OF MY CONTRACTUAL DO NOT SCALE DRAWINGS.
�CLEPT' S'Fe_j Pi9oNce,', J!ECvCFAd—,OBLIGATIONS THEYARE IN COMPLIANCE WITH THE ENVIRONMENTAL BARRIERS FIELD DIMENSIONS ON THIS DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED
/Aojp> ACTAND FLORIDA ACCESSIBILITY CODE. DINENSIONS.
r�
t4
SOUTHEAST DESIGN
INTERNATIONAL INC
2 15 1 SOUTHERN OAKS LANE
LAKELAND FL 33813-31
863-409-6422 (CELL)
FAX: 863-644-6057
DAZZLIN' DONUTS
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRHILLS, FL 33542
PmJoet Sheut No.
of ehcotu
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EI'tiE I� A L
ENGINEERING ANC.,
4048 COX DRIVE JU 2008
LAND 0 LAKES
FLORIDA 34639
PH. 813.995.0300
FAX. 813-995.0400 J. F. SHANNON, PE
FL E8 # 0027845 FL PE # 0013678
SOUTHEAST DESIGN
INTERNATIONAL INC
215 1 SOUTHERN OAKS LANE
LAKELAND FL 33813-31
863-409-6422 (CELL)
PAX 863-644-6057
I ELECTRICAL POWER PLAN .1
DAZZLIN" DONUT5
'MOMBO RENOVATIONS
5131 CALL BLVD,
ZEPHYRH ILLS, FL33542
Project Shout No:
of rhoota
Dmto�� DrwiligNo.
ecalwo
0
I
17
l...lVI r41 A � C _ .• '�1®C AfA.141>e19i.4�lMAllRI Nf94� 1;�M: ! I ;.1 I lf—
General Notes
I
u �
EYTEpK oNvOl
INT. TOwfAt"'.
Firso
G.n w%;,q-W" .
CAL. fi��V�t� PL�IJ
No. I Revision/Issue I Date
i
E AMRAI D
ENGINEERING 1'NC.
JU 1 2 �008
4048 COX DRIVE
LAND O LAKES ,
FLORIDA 34639
PH. 813.995.0300
FAX. 813.995.0400 J. F. SHANNON, PE
FL EB # 0027845 FL PE # 0013678
I -
SOUTIIIEAST DESIGN
INTERNATIONAL INC
2151 901PMEBN OAKS LANE
LAY-•4 FL 33813-31
836-648-9069
863-409-6422 (CELL)
mr
04ow e thmT
? A tj b a N mac
5131 Ci?h� BwD.
FL* 3:5Lf�-
Project Sheet No:
RESIDENCE FOR
FIARMVBAAIPATEL of sheets
Date Drawing No.
007
Scale
AS NOTED
"t
PANEL "A'
150 AMP MCB W/ 42,000 AIC RATING 120/208V.3%%c
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAD
VA
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAD
AD
1
20
1
LIGHTING
#12-1/2"W/GRD
1152
2
20
1
GENERAL RECEPT
#12-1/2"W/GRD
540
3
20
1
LIGHTING
#12.1/2"W/GRD
1280
4
20
1
SHOW WINDOW
#12-1/2"W/GRD
1200
5
20
1
LIGHTING
#12-1/2'W/GRD
1344
6
20
1
SHOW WINDOW
#12-1/2"W/GRD
1200
7
20
1
LIGHTING
#12-1/2'W/GRD
1056
1 8
20
1 1
SHOW WINDOW
#12-1/2"W/GRD
1 1200
9
20
1
LIGHTING
#12-1/2W/GRD
800
1 10
20
1 1
SHOW WINDOW
#12-112"W/GRD
1200
11
20
1
LIGHTING
#12-1/2W/GRD
700
1 12
20
1 1
RESTROOM RECEPT
#12-1/2'WIGRD
360
13
20
1
LIGHTING
#12-1/2W/GRD
1162
14
20
1
GENERAL RECEPT
#12-1/2'WIGRD
720
15
20
1
LIGHTING
#12-1/2W/GRD
1076
16
20
1
GENERAL RECEPT
#12-1/2'W/GRD
540
17
20
1
LIGHTING
#12-112'W/GRD
584
18
20
1
GENERAL RECEPT
#12-1/2'W/GRD
900
19
20
1
SPARE
20
20
1
GENERAL RECEPT
#12-1/2'W/GRD
720
21
20
1
SPARE
22
35
3
ITEM S4
WATER HEATER
SEE
KITCHEN
SCHEDULE
3000
3000
3000
23
20
1
SPARE
24
25
SPACE
26
27
SPACE
28
20
1
GENERAL RECEPT
#12-1/2'W/GRD
360
29
SPACE
30
20
1
GENERAL RECEPT
#12-1/2'W/GRD
360
31
SPACE
32
SPACE
33
SPACE
34
SPACE
35
SPACE
36
SPACE
37
SPACE
38
SPACE
39
SPACE
40
SPACE
41
SPACE
42
SPACE
LOAD
CONNECTED
DEMAND
DEMAND
DESCRIPTION
LOAD (VA)
FACTOR
LOAD (VA)
LIGHTING
9,144
1.25
11,430
HVAC
0
1.0
0
RECEPTACLE
9,300
1.0
9,300
MISC
91000
1.0
91000
TOTAL
27,444
29,730
TOTAL DEMAND
CURRENT 0 120/208V.30
86 AMPS
PANEL "AC"
150 AMP MCB W/ 45,000 AIC RATING 120/208V.3%O%c
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAD
CKT
AMPS
POLE
DESCIPTION
WIRE
LVA OAD
1
45
2
CU-A (7.8KW)
HEAT LOAD GREATER
#8 CU, 010 GRD
1"C
0
0
2
60
2
AHU-A
#6 CU, #8 GRD
111C
5200
5200
3
4
5
45
2
CU-A (7.8KW)
HEAT LOAD GREATER
#8 CU, #10 GRD
1 "C
0
0
6
60
2
1
AHU-B
96 CU, #8 GRD
1 "C
5200
5200
7
1 8
9
45
2
CU-A (7.8KW)
HEAT LOAD GREATER
#8 CU, #10 GRD
1"C
0
0
1 10
60
1 2
AHU-C
#6 CU, #8 GRD
1 "C
5200
5200
11
1 12
13
45
2
CU-A (7.8KW)
HEAT LOAD GREATER
#8 CU, #10 GRD
1 "C
0
0
14
60
2
AHU-D
#6 CU, #8 GRD
1 "C
5200
5200
15
16
17
SPACE
18
SPACE
19
SPACE
20
SPACE
21
SPACE
22
SPACE
23
SPACE
1
241
1
SPACE
25
SPACE
26
SPACE
27
SPACE
28
SPACE
29
SPACE
30
SPACE
LOAD
CONNECTED DEMAND
DEMAND
DESCRIPTION
LOAD (VA) FACTOR
LOAD (VA)
HVAC
41,600 1.0
41,600
TOTAL
41,600
41,600
TOTAL DEMAND
CURRENT 0 120/208V.30
116 AMPS
PANEL "K1"
200 AMP MCB W/421000 AIC RATING 120/208V.3%%c
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAAD
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAD
1
15
3
D1
666
666
666
2
20
1
D10
IL
180
3
4
20
3
Dll
1775
1775
1775
5
6
7
20
1
02A
1800
8
9
SHUNT TRIP
10
20
1
D12
396
11
20
1
02B
1800
12
40
2
D13
3027
3027
13
SHUNT TRIP
14
15
20
1
D3
180
16
20
1
D14
SEE
96
17
35
2
D4
2912
2912
18
20
1
D15
KITCHEN
180
19
20
20
1 1
D16
SCHEDULE
1080
21
20
1
D4
SEE
600
22
20
1 1
D17
1080
23
20
1
D5
KITCHEN
1800
24
25
2
D18
1560
1560
25
20
1
D6
SCHEDULE
1656
26
27
35
D7
900
900
28
40
2
D19
3016
3016
29
30
31
50
3
D8
5798
5798
5798
32
20
1
D20A, D2013D20C
1800
33
34
25
2
D21
1872
1872
36
3
D9
432
432
432
38
20
2
D22
1352
1352
M3715
40
421
20
1
SHUNT POWER
0
LOAD
CONNECTED DEMAND
DEMAND
DESCRIPTION
LOAD (VA) FACTOR
LOAD (VA)
KICHEN EQUIP.
67,936 .65
44,159
TOTAL
67,936
44,159
TOTAL DEMAND
CURRENT 0 120/208V.30
123 AMPS
PANEL "K2"
100 AMP MCB W/421000 AIC RATING l20/2O8V.3%%oc
CKT
AMPS
POLE
DESCIPTION
WIRE
LOVAD
CKT
AMPS
POLE
DESCIPTION
WIRE
LOAD
1
20
1
D24
492
2
20
1
S7
480
3
20
1
D25
870
4
20
1
S8
480
5
20
1 1
D26
492
6
20
1
S9
480
7
20
1
D27
192
1 8
20
1
11
1212
9
20
2
D28
1560
1560
10
20
1
12
360
11
12
20
1
13
480
13
40
2
D29
3120
3120
14
20
1
14A
960
15
16
20
1
14B
960
17
20
1
030A
1548
181
20
1
15
499
19
20
1
D30B
SEE
1548
201
20
1
IB
SEE
100
21
20
1
D31
KITCHEN
1548
22
20
1
17
KITCHEN
499
23
20
1
S1
SCHEDULE
744
24
20
1
18
SCHEDULE
1380
25
20
1
S2
1176
26
20
1
Is
96
27
20
1
S3A
840
28
20
1
H1
Soo
29
20
1
1 S313
840
30
20
1
H2
1656
31
20
1
S3C
840
32
20
1
H3
1176
33
20
1
S3D
840
34
20
1
H4
600
35
30
3
S5
1811
1811
1811
36
20
1
D23
396
37
38
20
1
SPARE
0
39
1 401
20
1 1
SPARE
0
41
20
1 1
1 S6
130
1 421
20
1 1
1 SPARE
0
LOAD
CONNECTED DEMAND
DEMAND
DESCRIPTION
LOAD (VA) FACTOR
LOAD (VA)
KICHEN EQUIP.
39,208 .65
25,485
TOTAL
39,208
25,485
TOTAL DEMAND
CURRENT 0 120/208V.30
71 AMPS
--.---------
i
10
I
IF ALLOWED BY UTILITY CO ---+
CT
I
I
CT
I I
PROVIDE 600A K-BASE FEED
THRU METERING IN LEIU OF
METER
CABINET
CT CABINET AND METER SHOWN
PER
PER
I
UTILITY
UTILITY
I
RE9'K
j
REQ'M
I
I
NEMA-3R
I I
I
�-----L
----
A
-J
GRADE
TO UTILITY CO
I
#6 CU GRD
2 SETS)
(4) #250 THWN CU
a) 2-1/2' C.
-- (4) #1/0 THVN CU
(1) #6 CU GRD
MAIN #1
MAIN #2
MAIN #3
MAIN #4
PANEL 'AC'
PANEL 'A'
PANEL 'Ki'
PANEL 'K2'
150A MCD
150A MCB
150A MCB
100A MCB
120/20W.30
1E0/208V.30
120/2"wao
120/208vao
NEMA-1
NEMA-1
NEMA-1
NEMA-1
W X 8' X LENGTH AS REWD NEMA-1 WIREWAY
CU GRD PER
6 LOCAL REQ'M
ONE -LINE DIAGRAM
SCALE: NONE
(4) #3 THVN CU
(1) #8 CU GRD
(1) 1-1/4' C.
FINISHED
FLOOR
LOAD SUMMARY 0 208V.30
MAIN #1
w PANEL 'AC'
= 41.60kVA =
116 AMPS
MAIN #2
PANEL 'A'
= 29.73kVA =
86 AMPS
MAIN #3
PANEL 'K1'
= 44.16kVA =
123 AMPS
MAIN #4
PANEL 'K2'
= 25.49kVA =
71 AMPS
TOTAL 0 480V.30
= 140.9&VA =
392 AMPS
N VERIFY ALL HVAC REQUIREMENTS WITH EQUIPMENT PROVIDED
GENERAL DRAWING NOTES
1) COORDINATE IN FIELD TO INTERLOCK FIRE ALRM CONTROL TO HOOD SUPPRESSION SYSTEM.
2) COORDINATE IN FIELD TO CONNECT HOOD SUPPRESSION SYSTEM TO SHUNT TRIP CIRCUIT FOR
ALL ELECTRICAL DEVICES AND/OR BRANCH CIRCUITS UNDER THE HOOD.
3) COORDINATE IN FIELD TO CONNECT GAS SHUT OFF VALVE TO HOOD SUPPRESSION SYSTEM AND
FIRE ALARM SYSTEM.
4) COORDINATE ALL MOUNTING HEIGHTS, LOCATIONS, CONNECTION REQUIREMENTS, AND
ELECTRICAL REQUIREMENTS WITH KITCHEN VENDOR AND/OR EQUIPMENT NAMEPLATE DATA PRIOR
TO ROUGH -IN.
5) ALL 120V, 15A AND 20A RECEPTACLES LOCATED IN THE KITCHEN SHALL HAVE GROUND FAULT
INTERUPTER PROTECTION. RECEPTACLES LOCATED BENEATH OR BEHIND SHALL BE CONNECTED TO
A GFI STYLE BREAKER.
KITCHEN
EQUIPMENT
SCHEDULE
CONNECTION
MOUNTING HGT
ITEM
DESCRIPTION
LOAD A
VOLTAGE
PHASE
AMPS
CIRCUIT #
WIRE SIZE
TYPE
AFF
D1
MIXER -140 QUART
3454
208
3
9.6
K1 -1, 3,5
3 #12 1 #12 E.G., 1/2-C
3OA/3P/NF/N-1
36" AFF
D2A
FRIALTOR
1800
120
1
15.0
K1 - 7, 9 ST
2 #12 1 #12 E.G., 1/2'C
RECEPTACLE
24" AFF
D2B
FRIALTOR
1800
120
1
15.0
K1 -11 13 ST
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
D3
DONUT MACHINE
180
120
1
1.5
K1 -15
2 #12,1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
D4
PROOFER (TWO CONNECTION POINTS)
5824
208
1
28.0
K1-1719
3 #10 1 #10 E.G. 3/4"C
RECEPTACLE
93" AFF
600
120
1
5.0
K1-21
2 #12, 1 #12 E.G., 1/2"C
RECEPTACLE
W' AFF
D5
HYDRO -CHILLER
1800
120
1
15.0
K1 - 23
2 #12,1 #12 E.G., 1/2'C
RECEPTACLE
24" AFF
D6
WATER METER
1656
120
1
13.8
K1 - 25
2 #12,1 #12 E.G., 117C
RECEPTACLE
36" AFF
D7
CONVECTION OVEN
1799
208
1
5.0
K1 - 27, 29
2 #12,1 #12 E.G., 1/2'C
RECEPTAGLE
36" AFF
D8
DECK OVEN
14394
208
3
40.0
K1 - 31, 33 35
3 #8 1 #10 E.G. 1 "C
60A/3P/NF/N-1
48" AFF
D9
AUTOMATIC SHEETER/CUTTER
1295
208
3
3.6
K1 - 37 39 41
3 #12 1 #12 E.G. 1/2-C
30A/3P/NF/N-1
78" AFF
D10
POWER BASE
180
120
1
1.5
K1 -2
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
W AFF
D11
EXTERIOR WALK-IN BOX
5326
208
3
14.8
K1 - 4 6 8
3 #12 1 #12 E.G. 1/2-C
3OA/3P/NF/N-3R
VERIFY
D12
BAG-N-BOX
396
120
1
3.3
K1 -10
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
D13
SOFT HEAT HIGH VOLUME BREWER
6053
208
1
29.1
K1 -12, 14
2 #12,1 #12 E.G., 1/2'C
RECEPTACLE
46" AFF
D14
SINGLE SERVE STAND
96
120
1
0.8
K1 -16
2 #12,1 #12 E.G., 1/2'C
RECEPTACLE
46" AFF
D15
DUAL SERVE STAND
180
120
1
1.5
K1 -18
2 #12,1 #12 E.G., 1/2-C
RECEPTACLE
4G' AFF
D16
DUAL COFFEE GRINDER
1080
120
1
9.0
K1 -20
2 #12,1 #12 E.G., 1/2"C
RECEPTACLE
46" AFF
017
SINGLE COFFEE GRINDER
1080
120
1
9.0
K1 - 22
2 #12 1 #12 E.G. 117C
RECEPTACLE
46" AFF
D18
DUNKACCINO
3120
208
1
15.0
K1 - 24 26
2 #12 1 #12 E.G., 1/21C
RECEPTACLE
46" AFF
D19
ICED COFFEE BREWER
6032
208
1
29.0
K1 - 28,30
2 #10,1 #10 E.G. 1/Z'C
RECEPTACLE
46" AFF
D20A
POS
600
120
1
5.0
K1 - 32A
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
VERIFY
D20B
POS
600
120
1
5.0
K1 - 32B
2 #12 1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
D20C
POS
600
120
1
5.0
K1 - 32C
2 #12,1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
D21
COOLATTA MACHINE
3744
208
1
18.0
K1 - 34, 36
2 #12, 1 #12 E.G., 1/2'C
RECEPTACLE
VERIFY
D22
COOLATTA MACHINE
2704
208
1
13.0
K1 - 38, 40
2 #12, 1 #12 E.G., 1/2"C
RECEPTACLE
VERIFY
D23
ICED COFFEE BREWING STATION
396
120
1
3.3
K2-36
2 #12. 1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
D24
UNDERCOUNTER REFRIG.
492
120
1
4.1
K2-1
2 #12, 1 #12 E.G. 1/2'C
RECEPTACLE
24" AFF
D25
CARBONATED BEVERAGE STATION
870
120
1
7.3
K2-3
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
46" AFF
D26 IDONUT
DISPLAY CASE
492
120
1
4.1
KZ - 5
2 #12 1 #12 E.G. 1/2'C
J-BOX
12' AFF
D27
BAGEL DISPLAY CASE
492
120
1
4.1
K2-7
2 #12 1 #12 E.G. 1/2'C
J-BOX
12" AFF
D28
MICROWAVE OVEN
3120
209.
1
15.0
K2 - 9 11
2 #12 1 #12 E.G. 1/Z'C
RECEPTACLE
24" AFF
D29
BAGEL TOASTER
6240
208
1
30.0
K2 -13, 15
2 #10,1 #10 E.G., 1/2-C
RECEPTACLE
24" AFF
D30A IONE
DOOR REFRIG.
1548
120
1
12.9
K2-17
2 #12,1 #12 E.G., 1/2'C
RECEPTACLE
24" AFF
D30B
ONE DOOR REFRIG.
1548
120
1
12.9
K2-19
2 #12, 1 #12 E.G., 1/Z'C
RECEPTACLE
24" AFF
D31
ONE DOOR FREEZER
1548
120
1
12.9
K2 - 21
2 #12, 1 #12 E.G., 1/2-C
RECEPTACLE
24" AFF
S1
SLICER
744
120
1
6.2
K2-23
2 #12 1 #12 E.G., 1/2-C
RECEPTACLE
48" AFF
S2
WALK-IN COOLER
1176
120
1
9.8
K2-25
2 #12 1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
S3A
SODA DISPENSER
840
120
1
7.0
K2-27
2 #12 1 #12 E.G., 1/2'C
RECEPTACLE
VERIFY
S3B
SODA DISPENSER
840
120
1
7.0
K2-29
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
VERIFY
S3C
SODA DISPENSER
840
120
1
7.0
K2- 31
2 #12 1 #12 E.G. 1121C
RECEPTACLE
VERIFY
S3D
SODA DISPENSER
840
120
1
7.0
K2-33
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
VERIFY
S4
WATER HEATER
9000
208
3
25.0
A - 22, 24, 26
3 #10,1 #10 E.G., 34'13
60A/3P/NF/N-1
VERIFY
S5
FOOD WARMER
5434
208
3
15.1
K2 - 35, 37, 39
3 #12, 1 #12 E.G., 1/2'C
60Af3P/NF/N-1
VERIFY
S6
SCALE
30
120
1 1
0.3
K2 - 41
2 #12.1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
S7
REFRIG. COLD PAN
480
120
1
4.0
K2-2
2 #12 1 #12 E.G., 1/2-C
RECEPTACLE
VERIFY
S8
SALAD TOP RERIG.
480
120
1
4.0
K2-4
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
VERIFY
S9
UNDERCOUNTER REFRIG.
480
120
1
4.0
K2-6
2 #12 1 #12 E.G. 1/Z'C
RECEPTACLE
VERIFY
11
ICE MACHINE
1212
120
1
10.1
K2 - 8
2 #12 .1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
12
SUNDAE CENTER
360
120
1
3.0
K2-10
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
24" AFF
13
UNDERCOUNTER FREEZER
480
120
1
4.0
K2-12
2 #12, 1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
14A lICE
CREAM DIPPING CABINET
960
120
1
8.0
K2-14
2 #12, 1 #12 E.G., 1/2-C
RECEPTACLE
24" AFF
14B
ICE CREAM DIPPING CABINET
960
120
1
8.0
K2-16
2 #12,1 #12 E.G., 1/2'C
RECEPTACLE
24" AFF
15
BUTTERSCOTCH WARMER
499
120
1
4.2
K2-18
2 #12.1 #12 E.G., 1/2'C
RECEPTACLE
24" AFF
16
DIPPING CHOCO. WARMER
100
120
1
0.8
K2-20
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
24" AFF
17
HOT FUDGE WARMER
499
120
1
4.2
K2 - 22
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
24" AFF
18
BLENDING STATION
1380
120
1
11.5
K2 - 24
2 #12 1 #12 E.G. 1/2'C
RECEPTACLE
24" AFF
19
SCALE
96
120
1
0.8
K2-26
2 #12 1 #12 E.G. 1/2-C
RECEPTACLE
24" AFF
H1
HOOD LTG AND CONTROLS
600
120
1
5.0
K2-28
2 #12 1 #12 E.G. 1/710
J-BOX
VERIFY
H2
HOOD EXHAUST FAN ON ROOF
1656
120
1
13.8
K2-30
2 #12 1 #12 E.G. 1/2-C
3OA/2P/NF/N-3R
VERIFY
H3
HOOD SUPPLY FAN ON ROOF)
1176
-666A
120
1
9.8
K2-32
2 #12,1 #12 E.G., 1/2'C
3OA/2P/NF/N-3R
VERIFY
H4
FIRE SUPPRESSION SYSTEM
120
1
5.0
K2-34
2 #12,1 #12 E.G., 1/2'C
J-BOX
VERIFY
E/�AE R A Lm
ENGINEERING I,NG.
2008
4048 COX DRIVE
LAND O LAKES
FLORIDA 34639 all
PH. 813.995.0300
FAX. 813.995.0400 3. F. SHANNON; PE
FL EB # 0027845 FL PE # 0013678
SOUTHEAST DESIGN
INTERNATIONAL INC
2151 SOUTHERN OAKS LANE
LAKELAND FL 33813-31
863-409-6422 (CELL)
FAX: 863-644-6057
DAZZLI N" DONUTS
TROMBO RENOVATION5
5131 GALL BLVD,
ZEPHYM I LL5, FL 33542
Pm�oct meat No.
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SOUTHEAST DESIGN
INTERNATIONAL INC -
2151 SOUTHERN OAKS LANE
LAKELA1VD FL 33813-31
8 63 -409 - 6422 (CELL)
PAX: 863-644-6057
m 0
FLOOR PLAN
DAZZLI N' DONUTS S
TROMBO RENOVATONS
BVD5T31 GALL L, ZEPHYRH ILLS, FL 3354.2
Prv)oct Shect No.
of shQcta
Date � L 22 'OR ArnwtngNo.
IN
-
05
SIDE 0iol-EVA�TION
m
SOUTHEAST DESIGN
INTERNATIONAL INC,
2151 SOUTP ERN OAKS LANE
LAKELAND FL 33813-,31
863-409-6422 (CELL).
PAX 863-644-6057
ELEVATIONS
PAZZLIN" DONUTS`
TROMBO RENOVATIONS
5131 GALL BLVP,
ZEPHYRH I LLS, FL 33542
"shout lia,
dweltodweltDato Drawusg No.
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SOUTHEAST DESIGN
INTERNATIONAL INC
2151 9OUTUM OAKS LANE
LAKELAND FL 33813-31
863-409-6422 (CELL)
PAX 863-644-6057
p
'SECTIONS
PAZZL,IN** DONUTS
'MOMBO RENOVATIONS
51.31 GALL BLVD,
ZEPHYRHILLS, FL.33542
� m
-1 1
111
.0
No. Revision/Issue Date
SOUTHEAST DESIGN'
INTERNATIONAL INC
2151 SOUTHERN OAKS LANE
LAKELAND FL 3 3 813 -31
836-648-9069
863-409-6422 (CELL)
Imo-- ica>�pt� Sc�[-
C�-rCzi^tivR.�--
DAZZLIN' DONUTS
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRHILLS, FL 33542
Project nroSheet No:
rnr�rrc mq�
i�nnnyoti nt oAT�rt Of Sheets,
Date Drawing No.
4 M2008
Scale
AS NOTED
i
SOUTMAST DESIGN
INTERNATIONAL INC
215190UTRW OAKS LANE
LAiCMAM k"L 33813-31
863-409-6422 (CELL)
PAX 883-644-6057
SECTIONS
DAZZLIN" DONUTS
TROMBO RENOVATIONS
5191 GALL BLVD,
ZEPHYRH I LL5, FL 3354.2
Equipment Li5t 12'-0„
_ O
NO. EQUIPMENT LIST LOCATION SIZE ACTIVITY
�---- CHAIN -LINK
CUSTOMER SERVING AREA 6ATE5 WITH SLATS
b" CONCRETE SLAB WITH
1 ICECREAM CABINET FRT COUNTER 6-10 ft long make/serve icecream bxb 10/10 W.W.F. ON 5" COMPACTEIV
2 LVNCH SANDWICH COUNTER FRT COUNTER 4-5 ft long make sandwiches GRANULAR FILL WITH 48" Wilt GONG. FILLED
CONCRETE APRON PIPE COL.. 48" HIGH O
O TYP. 3
3 BREAKFAST SANDWICH COUNTER FRT COUNTER 4-5 A long make sandwiches -
CV
- WITH UNDERCOUNTER REFRIG. under couter 6 ft Ion 6 ft Ion store milk cre s chee a etc. -
d g 9 am , s PITCH 3
-_ -- 4 COFFEE STATION BACK 55 COUNTER 4-5 ft long make coffee/tea/hot choco.
5 DONUT D15PLAY CASE BACK DSPLYAREA 12-14 ft long donuts/bagels/muffin display
6 UNDERCOUNTER REFRIGERATOR BACK SS COUNTER 4-6 ft long store cheese/cut slices of meat
7 UNDERGROUND FREEZER OR REFR. BACK 55 COUNTER- 4-6 ft longicecream foo materials
d �
Itq' 11 HANDSINKwith ss counter PREP ENTRANCE- 4-5 ft long wash hands
RP-2 RP-2 I IPRC IVIDE RP-2 24 BEVERAGE DISPENSING STATION BACK 55 COUNTER over # 6 soda fountain
131-01KIN67 25 UNDERCOUNTER DONUT CASE FRONT REGISTER under # 29 coffee rolls/cookies display
IN HALL 26 50UP WARMER BACK S5 COUNTER over # 6 store soups in warm container.
_ QF
27 GLASS DOOR REFRIGERATOR FRONT SITTING AREA 4 long store drinks/water bottles
m 3'6 I'� 28 GLASS DOOR FREEZERACECREAMS ` FRONT SITTING AREA 4-6 ft long store icecream quarts g TRASH GOMPARTME�1T
�3 C A q 29 REGISTER STATION FRT COUNTER open counter area take customers
PREPARATION AREA FLOOR FLAN
L-------------.------
.t. = SCALE: 1/4" = 1'-0
8 HAND SINK PREP AREA nsfapproved wash hands
G /
en m ih
9 SS COUNTER WITH SHELVING PREP ARE 10-12 ft log filling -Finishing donuts �
10 FULL HT2 DOOR REFRIGERATOR PREP AREA 4 ft long store immediate products _ _ N
■ ■ : . : r SPLIT -FACE ._ . 5PLI F GE G.M.U.
8,�4■ � KITCHEN AREA
A - _ G 0 W/ 2 I/4" G.S. GAP
B 21 5T 21 P 21
It
8-21
12 3 COMPART. SINK+ SHELVING ...KITCHEN AREA 7-9 Ft long wash and rinse used vessels �1� � 1z
13 HANDSINK KITCHENAREA
nsfapproved wash hands 1
SLAT DOORSMAX OPERATING HEIGHT OF CONTROLSMENR'E-5TROOM
48' A.F.F. (e
14 WALK lNCOOLER- FREEZER Nr. KITCHEN AREA 12 X 14 ft. combo cold food storage
i.. SOAP DISPENSER, PAPER
TOWEL DISPENSER CONTROL 15 BAKING TABLE KITCHEN AREA 6 X 411 make donuts
lZ'" ! ��G�II 3/8' ■Ito" 16 SUPPRESSION SYSTEM -FRYERS/ HOOD KITCHEN AREA 7 X 3 ft approx. fry donuts -exhaust fumes I I I
17 JANITORIAL SINK -STORAGE ABOVE JANITORIAL ROOM 2 x 2 ft mop sink, cleaning area
18 PROOF BOX OVEN KITCHEN AREA 2.5 ft x 2.5 ft P roof donuts in oven
19 CONVECTION OVEN KITCHEN AREA 4 x 4 ft approx. make bagels and donuts
220 EMPLOYEE PERSONAL CABINET STORAGE ROOM 6 ft long employees coats and personal U U
I
.�----�' 21 DONUT DOUGH BAGS DRY STORAGE STORAGE ROOM 2 deep x perimeter store donuts and cake bags TRASH � O MP�i�TM� I `tT
22 CLEAN MATERIAL SUPPLIES STORAGE JANITORIAL ROOM 2 deep x 4 ft long cleaning supplies on shelves
,'� FRP-1 FRP-I FRP-I
23 DOUGH MIXTURE MACHINE KITCHEN AREA hat known mix dough to make paste
a -
rLEVAT I ON
PROVIDE 5GALE: 1/4 -I -O
BLOCKING
(PT6)� - ------ ------ IN WALL -----=------------ T � -- 4- f61-d>NS C o � T���
2 i/2" G.S. SILL GAP
J--------------J 3t • 40001109 50,11INq - 6 PIE,Rson►s c rcr*L ONE 1.oN Cz (zj P).
�T�ArF3tE!S - 2 fc_iZJq�;OS Civr?rt3 'rAB�S
•%4
5 4■ is-6. — — P-2
rrf. WALL GONST.
AT-4 C/ T-4 b" G.M.U. SPLIT FACE W/
GONTIN. HORIZ. REINF. O (3
\ I6" o.c VERT. I �
�JTROOM ELE Y/oRTFREINEN&TH
HOMENS
Z 51AT IN TOP STATION 24"
�! 1 �+r��l �/8■ � It� FOR HFZ MILLMIORIC GABt►ET I
TYP. GONG. SLAB
TOILET AGGE550RI E5 SGHEDULE [�
MANUFACTURER
5UPPLIED/
MARK
OTY.
ITEM
1 MODEL NUMBER
REMARKS
IN5TALLEO
A
4
GRAB BAR
BOBRIGK
2 ® 42" d 2 0 36"
G.G.I G.G.
B-5806X42
5EE NOTE G
B
'2
TOILET PAPER 015P.
BOBRICK
24" A.F.F.
G.C.I G.G.
(S)RFA( E MOUNTED).
B-288
5EE NOTE G
- G- -
_
2
GOAT HOOK ---_--
BOBRIGK —
B-611
4W A.F.F. --
5EE NOTE A AND D
6.G./ G.G.
D
2
SOAP D15P.
BOBRIGK
5EE NOTE A
6.G./ G.G.
5EE NOTE G
E A
_
2
ELEGTRIG HANO PRYER
AIR SPEED
5EE NOTE A
G.G.I G.G.
HA-126
5EE NOTE C
F
2
MIRROR
B0BR16K
24"X36'
G.G.I G.G.
B-2165-2431
(1/4" FLOAT 6LA55)
-
C—
_
2
5AFETY GOVER5 -
TRUBRO LAV-GUARD
HHITE
G.G.%G.G.
H
I
5AN. NAP. D15P05AL
BOBRIGK
5EE NOTE A
G.G.I G.G.
-1
(REGE55ED MOUNTED)
5EE NOTE G
-
2
TRASH CAN �—
A51 0825
-- -
G.G./ G.G.
NOTES
A) OPERATING CONTROL5 OF ALL HAND DRYER5, 50AP D15PEN5ER5 AN0 MULTI-PURP05E UNITS
TO BE 42" A.F.F.
B) (5.6. TO FIELD VERIFY ALL 51ZE-5
C) PROVIDE BLOCKING FOR ALL HALL MOUNTED FIXTURE5 AND ACGE55ORIE5
D) DOOR MOUNTED
PLUMBING FIXTURE
PANM FM
AGGE551BILITY REQUIREMENTS
TO
.
ACCESSIBILITY URINALS:
,I
_
1
ELONGATED RIM ® 11" A.F.F. MAX.
_.._ .._ .,
-
-FL05H CONTROLS MOUNTED 44" A.F.F. MAX.
I -
#4 DOWEL 0 24" o.c.
:I
O
•
CNAW TO ALLOW FOR
LAP BARS 24"
AGCESSIBILITY LAVATORIES:
FUHMNO 4 B.SGTR AL
-LIP OF SINK 34" A.F.F. MAX
STUS-INS, TNRU Ww. -
8" TRENCH FOUND. WALL—t
I
-2q" KNEE CLEARANCE (FRONT E06E TO 8" BACK - THEN 2T'
MILLWORK
5ECTION FOR CHASE we cimm
WITH #5 ROD T. 45
GABINIET
CONTIN.
GLEAM
SGALG si4•-ILO•
-LEVER/PU5H TYPE FAUGET5 W/ 10 SECOND DEI-AY
a WXS AW EPOKEP
p- --I
-INSULATED/ CONGEALED PIPES (5EE FINISHED'SGHEDULf_ A4)
ONrO FAGf OF DPP".
cAenFA
�
COMPARTMENT
� � �M
„
-MIN. q CLEARANCE FROM TRAP TO FLOOR
5 TAlDARD STD. DIPF�t
-T�� ✓
-MIN. 11" FROM WALL FACE
_
b4FUMISHW Pr X
DR
D1PFgiHet.
C� �I
E �'"�
I O
-CLEAR FLOOR SPACE OF 30"H X 45"D IN FRONT
MSTALM Uf 6L.
I ✓ I I �
M1W E1PPL.Y
5IM E04 FOR LOG5:
AG( E551BLE WATER CLOSETS:
3'X6'XW42 WOW MOCK
ovx® OM PANCE or
-TOP OF SEAT ® IT TO Hit A.F.F.
Prpm
5 �wtN 4
-FLUSH CONTROL ON WIDE SIDE OF STALL/ TOII..ET AREA
V4• d 51PPL Y
�Y �TGHT
-36" AND 42" GRAB BAR5 ® REAR AND SIDE OF W.G.
PPS amp
-CLEAR FLOOR SPACE PROVIDED
uNo11
MINE �)
No76
mew ShL
e�tro�DIPPM�9
-- RJNN _CWTOR
�Ea OR
UIBItEf
(SIM PIAMAMi
VPR.�
11 dRA DM IN
`
ZW - 45 ROOK DRAM
Im. DIA.
r SI�FrLY
V d P7�R/111� Z-414
WNTINE WIR
M& A56 ftY W 4' d
Pre L"NR OR01lfO TO
MRSUZDC NOT DRILL INTO CIM"WT T8 YALVE
D I PPER WELL PLUMB I NCB D I AGRAM aa.ARay D I PPER WELL PLUMB 1 NO D I ARAM
' -- -
■
No. Revision/Issue
SOUTHEAST DESIGN
INTERNATIONAL INC
2151 SOUTHERN OAKS LANE
LAY -ELAND FL 33813-3 1
836-648-9069
863-409-6422 (CELL)
WNPSTr_:.
DAZZLIN' DONUTS
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRH ILLS, FL 33542
Project Sheet No:
RB9E�}7NQA'FnR
'e UARD varier RAWFL of sheets
Date Drawing No.
4 04/2008
Scale
AS NOTED
•
CONSTRUCTION NOTES: MASONRY
GENERAL
1?001'5Y5TU
1.I) Al construction shall conform to the 2004 rlorida Puildinq
3D Trusses shall be pre-engineered wood trusses deslgried in accordance
Code and 2006 suuplement, the 2004 Florida Plumbing Code,
with the Tpl benign 5peciflcation for Metal plate Connected Wood frusses.
the 2004 Florida MeckericaCode, and the 1999 National electrical Code,
3 2) Wood trusses shall be spaced no more than 24 Inches on center,
1.2) These standards and specifications are for One (1) story
35) Girder trusses shall be designed to function also as. drag struts,
masonnl construction only.
3A) Each truss shall be anchored -to the wall at bearinq and and
13) Any changes to these plans shall be approved by the L?c5ign
anchored with hurricane straps ( truss anchors) ,
engineer and submitted to the Duildinq Pivision prior to installation.
5,5) I?oof sheathinq shall be 5/ 8 inch exposure I C-n 41cathlno, grade
.4) The reverse cf these plans are not permitted.
plywood; or 5/ 8 inch Waferboard sheathing ( APA rated, exposu-e 1) .
3.6) hoof sheathing shall be fastened to roof framing wish 8d nails at
FOOT1NG5 & WALLS
6 inches on center, 51eathinq long dimension shall be perloend►cula-
to framing and end joints shall be staggered,
2.1) Masonry units shall be hollow or solid concrete units in accordance
3:1) hoof sheathing that extends maximum 12 Inches 6cwnd gable endwall
with A5TM C210 of 045,
to form overhang, must be nailed to gable end truss or balloon frame;
2.2) Grant shall have a maximum coarse aggregate size of 3/ 8" placed
top plate with 8d nails 4 inches on center,
at an 8-11 Inch slump and have a minimum compressive 5trength of 3000
ps.i. at 28 days.
2,30 Concrete shall have a minimum compressive strength of 2500 p.s.i. at
FA5TftP,5 & C0ftCT0I?5
28 days.
2A) pelnforc►ng steel shall be a minimum Grade 40 and identified in
4.1) All fasteners shall be installed per Manufacturers 5FAeclficatl(;n5,
4,2) Al anchors/ connectors/ fasteners must be selected from the
accordance with ASTM A 615, A616, A611, or A106.
FA5tNR & CONNACTOR 5CWl7V shown on this draiwinq,
2.5) &nforcinq cover is as follows; 3 inches In foundations where
the concrete Is cast again# and permanently in conta t with the
4.5) All fastening/ nailing shall be per table 2306.1 of the 2004 Florida
earth. 1-1/ 2 Inches for 5 bars and 2 inches for # 6 bars where concrete
13uildinq Code, unless otherwise specified,
4A) Anchor bdts or other connectors specified at corners shall c1cer
is formed and will be exposed to the weather.
2.6) peinforcing steel shall have a minimum 40-bar diameter splice, #5 bar
all wall framin re Ired at corner.
4.5) Al hurricane clips/ strap tie downs/ uplift connecters shall be 51zed '
splice is minimum 25 Inches,
2.1) exterior foundation walls shall extend no more than'5 feet above
Ithe
per uplift requirements as specified by truss engineerinq.
finish grade and shall be constructed with 8 inch masonrt units.
2.8) provide # 9 reber at all corners, each end of shear wall segments,
NCB:
intersections andasindicated on plans. Hook ends minimum 10" and lap
bars minimum 25 ( 40x dla.) Fill bar cores with crcut,
Al aluminum components used in screen enclosures provide no structtral
support to the building,
I'A51�N�p AN12 CONN�CfOIP, 5CI- 2V MA50NPY
MMLFACIUVI
1,1.5,19, Co.
51MP50N, INC.
! Eewo, INC.
CONNECfR
MFG. #
FA5IENEi?5
UpLFf
MFG. #
FA5fENEiZ5
UPLIFT
WC1. #
rA5TENER5
UpLrf
Hurricane Andtir
HCIO
(16) IOd
1140#
HIO
(16) 6d
136#
HCPF
(20) IOd
792#
K rrcane Clip
1,1`1
(10) 8d
585#
H2.5
(10) 8d
332#
HCPLL/ P
(8) 8d
416#
Anchor dolt 1/ 2" 0"
TYPE A
-
-
fWE A
-
-
Ai3.131,8C
-
2" Vameter Wa4ff
W5111093
-
2200#
-
-
-
MJW2
1055#
?"0"d/ 4" Washer
W51V16
-
4680#
-
-
ADJW2
18" Strap Tie (gpIv.)
RIIBF (f)
(14) 16d
010#
M590
(14) lOd
1020#
t:`i IB616
(9) 16d
1000#
fop Plate Anchor
1r4X
(10) IOd
125h#
5P4
(6) IOdX
908#
f -4
(12) 6d
1040#
fru55 Andrx
KA20-16
(10) IOd
I500#
MEfA20
(14) 10,51
1500#
TAP16
(11) IOd
1845#
Twist 5trap5
HTW20
(20) IOd
1515#
K520
(20) IOd
1245#
-
-
Post case
PAIJ44
C 12) 16d
1925#
AD1,144
(12) 16d
2200#
AM44
(12) 16d
2164#
Nigh Uplift
rruss Andur
KA20
( i3) IOd
1690#
HE1A20
(16) IOd
1890#
fAP22
(14) IOd
1950#
Low profile
truss An lvr
LKA
(13) IOd
1535#
MEfAl2
(1) IOd
795#
TAPB
(4) IOd
905#
Narrow Flares
Ma5cnrtt Harmer
NFM3XI2
C 14) IOd
I �50#
Mf�1A3,56
11.25
(IB) IOd
3��5#
MrHp-
212-2
(14) IOd
2160#
6rder fiCdown
HUGt( X)
(2) 3/ 4"
& (6) IOd
9505#
HGf( X)
(2) 5/ 4"/
(6) IOd
6665#
-
-
-
Tension 1 tedown
Nr122
(1) 5/8"/
( 32) IOd
5390#
Nff22
(1) 5/8"/
( 32) 16d
5260#
-
-
-
MANUFACMU
1-101,
INC.
PAWLPLUD
CO., INC.
1/ 2" Stud Anchor
Kwik Dolt 1112-512
Pawl-51:W #1424
5/ 8" 5h,d Anchor
Kwik Bolt 1158-6
Pawl -stud # 1434
3/ 4" Stud Anchx
Kwik Bolt II 3+- 12
Rawl -stud # 1442
1" 5.ud Anoint
Kwik Dolt II 1-6
PvAl-5tud #1461
NOt�:
61;NEt?Al. CONWfOR 5HALL MVIEW TRU55 MANUFACTUITp' 5 CALCLLA11ON5
FM UPLIFT ITAC1101\15 Af rACH 055 A,NP \/EDIFY VAT" CONN�C1101\15 CALL9V
019 MEET Oft EX rl�19 THE UPLlff MACTION5 FkOM THE TRU55 MANUFACML
5TRLIC11JM P�51CAN LOA05
DA51C W IV SPEED
110 MPH
ROOF LL
20 PSC
MPV Lo,Ap
10 P5F
GAK'pa 1.5.At3
100 p5F
LIVING MYA I,L.
40 PSF
LIVING MEA 17L.
15 105F
5fuTln;17E5 Ken fO fib 2004
FLOR117A VUILDWG COO SECTION 1606
FDC-2 )4 I 1606
IIO MPN
FDC- I�i
1 - 1.0
1`13C-20N ICfION 1606.1.8
EXP05ln 13
ASCE ti�DI E JaFFICIEW
t0.16
COMPONENTS AN12 (IAMING
PE516AN WIND rM55195
FDC-2004 51�CfIOK 16062
GAP.AGE POR
POOF 5HuvaE5
34a 195F
Fr?or�r ENrrr?r Hoot; 5Y51>;M
i .� P�
CONSTpUCTION N01�5
WOOn i RnVIL- WAI,1.5
G�N�pAI.:
1.1) All construction Shall conform to the 2004 Florida Puildinq Code and 2006 supplement,
the 2004 Florida plumbing Code, the 2004 Florida Mechanical
Code, and the 1999 National electric Code.
1,2) These -tandards and specifications are for One (1) stag wood
frame con5tnactlon orJ .
1.3) Any changes to these ply
ans shall be oved by the I%eslgn
�rgineer and submitted to the Pull Ins i%Ivlslon prior to in-tallation,
1,4) The reverse of these plans are not permitted.
FOOVN65 AN12 r0LNt7A110N5:
2.1) Masonr4 units shall be hollow of slid concrete units in accordance
with WM C210 of Cl45. -
2.2) Grout shall have a maximum coar5eaggregate size of 3/ 8" placed
at an 5-II inch slump and have a min. compressive strength of 2000
p51.at2845.
2,3) Concrete shall have a min, compressive strencith of 2500 p.s.►, at
28 days.
2.4) l.'elnforcinq steel shall 6e a min, Grade 40 and identified in
accordance with A5TM A 619, A616, A(911, or A106.
2,5) 1�elnforcinq cover is as fdlows: 3 inches in foundations where
the concrete 15 cast agalmt and permanendy in contact with the
earth. 1-1 / 2 inches for # 5 bars and 2 Inches for #6 bars where
concrete Is formed and will be exposed to the weather.
2.6) l;'elnforchol -tee) shall have a min. 40-bar diameter splice. #5 bar
splice 15 min. 25 inches.
2.1) 4ter►or foundation walls -,hall extend ro more than 3 ft, above
the finish grade and shall be constructed with 8 inch mown units,
WOOL? Fp.AME17 WALLS
3,1) 2x4 load bear►nq wail studs shall be a min. 5pru ce pine rir 2, a-
better, F6-1500 aced with the wide face perpendicular to the wall at
16 inches on center,
3.2) Header -tads at all openings shall be anchored to foundation with hdd
down anchors, or alternate 4rap tie anchoring,
3.30 Al exterior windows and doors l be able to resi-t a min, wind
force of 110 M.P.H.
3.4) Stud framing under window openings do not require floor anchor bolts.
3,5) A weather re5i-cant covering 15 required over the exterior sheathlnq,
3,6) Balloon framing 15 the preferred method on all gable end walls.
3.1) The entire exterior frame walls includinge ends shall be
sheathed with a min. 5/ 6 inch Waferboqablard sheathing (APA rated,
�xpo5ure 1) , or 5/ 8 C 3) ply C17X ph wood,
3,8) Headers shall be as follows: 2-Zxl2 C Spruce-flne-1ir No. 2) with
1/ 2 inch plywood or waferboard spacer where indicated on plan; for
long spans up to 18' -011 ( such as garage doors) : 2-1.19 Y. 11.29 in,
laminated veneer lumber, or 3-2d2 (5pruce-fine-Fit No, 2) with
1/ 2 inch plywood or waferboard spacers,
3.9) Shear wall 5egmenW a5 shown on the flax plan shall be
constructed of:
20 -toads shall be a min. Spruce -Pine -Fir #2 or better placed with the
wide face perpendicular tot wall, sheathed with a min. 1/ 6 inch
Waferboard sheathing ( APA rated, exposure 1) , or 5/ 8 ( 3) ply
C19X plywood. Openings in shear wall 5cgTients can not exceed 15q.
ft, in area. 5tud5 shall be doubled ab each end of each shear wall
segment. Hold down anchor or alternate connection required ab each
end of each shear wall segmenb,
3,10) fop plate and sub top plate shall be a min Spruce -fine -Fir grade
No. 2. 5pl ►ce laps shall be a min. 4 feet.
!d D Ladder framing may be Installed in exterior walls and shear wall
5egment5 at Intersecting perpendicular interior non -load bearing walls; and
at corners of exterior walls per details,
Poor 5Y5fEM:
4,1) Trusses shall be pre-engineered wood tru5se5 deslgned in accordance
with the Tpl 12e541 Specification for Metal Plate Connected Wood Trusses,
42) Wood trusses shall be spaced no more than 24 inches on center.
4.3) Girder trusses shall be de5lgne6l to functlon also as draq struts.
Girder trusses shall be anchored to the wall top plates per details,
4,4) each truss shall be connected to wall tap plates at bearinq end
and anchored with hurricane clips.
4.y) goof sheathing shall be 1 5 / 32 inch Exposure I C-19 sheathing grade
oor 1/ 16 inch Waferboard sheathing( APA rated, �xposurel) .
4,6) I? oof sheathing shall be fastened to roof framinq with 6d nails at
6 Inches on center, Sheathing lonq dimen5l0n shall be perpendicular
to rf i rid d lots shall Le -1
NOTE:
am rig a en jo 70DWre ,
41) W sheathinq that extends max. 12 inches beyond gable endwall
MANUFAG11K1`1P'5 MAZE 1& AN17 IN9%I AT10N LKEPAM LISTING fib
to form overhang, must be nailed to gable end truss or balloon Frame
TE51W WIN7 LOAI75 5wNl,L 6E AVAILADLE ON JOr3 511E PW� f0
top plate with 8d nails 4 inches on centers,
IN9PECf10N FOR ft WT 5HINaE5.
FASTEgpS & CONi CTOtzS:
NO>1;; t2/ 0 `.SIZE ACCOUNT Fop BUCK 511;t'
S.D All ra-teners shall be Installed per Manufacturers specifications,
Ardl A H
I/eSiIM GAT' EAGH 5fo At7rJ
5.2) All anchors/ connectors/ fastener-, rru-t be selected from the
2., for
I i / 2" f0 WB2M 0p 3/ 4" f0 HEIGNt
IF 2X DUCKS J5Ei7.
FA5fMR & CONNeCfOp 5Ci N L r shown on this drawl ,
5,3) Al fa-tenirq/ nailinq shall be per Table 2'06.1 of the 2004
Florida
Puildinq Code, unless otherwise specified.
5,4) Anchor bolts or other connectors specified at corners shall clear
FASTENER AND CONNECTOR SCHEDULE
(WOOD FRAME WALLS)
MANUFACTURER
U.S.P. CO.
SIMPSON, INC.
SEMCO, INC.
CONNECTOR
Mfr. No.
Fasteners
Uplift
Mfr. No.
Fasteners
Uplift
Mfr. No.
Fasteners
Uplift
Hurricane -_Cli Inside
HC10
18 10d
1140#
H10
16 8d
736#
HCPTA
16
8d
792
Hurricane Clip Outside
HC10
18 10d
1325#
H10
16 8d
920#
HCPTA
16
8d
990
Universal Framing
Anchor
MPA1
(12) 8d
685#
A35
(12) 8dx1-1 /2"
360#
FAP18
(6)
8d
596#
Anchor Bolts 1 2"x8"
TYPE A
-
-
TYPE A
-
-
ABJBL8W
-
-
2" Dia. Washer
WSH1093
-
2200#
LBP
-
-
ABJW2
-
1635#
3"X3"X1 4" Washer
WSH916
-
4680#
LBPS
-
-
ABPW3
-
4800
18" Strap Tie alv.
MSTA18
14 10d
1096#
MSTA18
14 10d
1096
--
-
-
24" Strap Tie aiv.)
MSTA24
: 18 10d
11410#
MSTA24
18 10d
1410
-
-
-
Hold Down w/ min.
3" stud thickness
ADS5
(2) 3/4"-Studs
1 3 4-Anchor
3810#
HD5A
(2) 3/4"-Studs
1 5/8"-Anchor1(1)5/8"-Anchor
2964#
ADS2
(2)
5/8"-Studs
2664#
Heavy Hold Down w/
..
min. 3 stud thick.
TDX8
(3) 7/8"-Studs
: 1 7/8'-Anchor
6595#
HD8A
(3) 7/8"-Studs
1 7/8"-Anchor
5559#
ADS7
(3)
1
7/8"-Studs
1-1 S Ancr.
6136#
Top Plate Anchors
TP4X
10 1 Od
1255#
SP4
6 10dx1-1 2
708#
TPP4
12
6d
1040
Post Base
PAU44
112 16d
1925#
ABU44
12 16d
2200#
ABP44
12
16d
2164
Truss Hanger
MSH218
10 10d
1820#
THA218
10 10dx1-1 2
1320#
MSHS218
(16)1
6d
1320
Long Twist Strap
MTW20
14 10d
905#
MTS20
14 10d
860#
HCPFA
16
16d
1132
Twist Strap
MTW12
14 10d
905#
MTS12
14) 10d
860
-
-
-
Truss Tie
HTW20
20 10d
1315#
HTS20
20 10d
1245
-
-
-
Hurricane Tie (Inside).
RT7
10 8d
585
H2.5
10 8d
332#
HCPLL R
8
8d
416
Hurricane Tie (Outside)
RT7
10 8d
585#
H2.5
(10) 8d
415#
HCPLL/R
(8)
8d
520#
Corner Jack Clip
HHCP2
20 10d
580
HCP2
12 10d
665#
HCPLLR
8
8d
520
Girder Tiedown
HUGT X
8 10d 2 5 8"
6800
HGT X
8 10d 2 3 4"
6485
-
-
-
NOTE: VALUES LISTED ARE
FOR USE WITH SPRUCE -PINE -FIR LUMBER, FOR OTHER SPECIES CONSULT ENGINEER
OF RECORD.
MANUFACTURER
HILTI, INC.
RAWLPLUG CO., INC.
CONNECTOR
Mfr. No.
Mfr. No.
1 2" Stud Anchor
Kwik Bolt
II 12-512
Rawl -Stud #7424
5 8" Stud Anchor
Kwik Bolt
II 58-6
Rawl -Stud #7434
3 4" Stud Anchor
Kwik Bolt
II 54-512
Rawl -Stud #7442
1 " Stud Anchor
Kwik Bolt
II 1-6
Rawl -Stud #7461
NOTE: l
GENERAL CONTRACTOR SF ALL REVIEW TRUSS MANUFACTURER'S CALCULATIONS
FOR UPLIFT REACTIONS I AT EACH TRUSS AND VERIFY THAT THE CONNECTIONS CALLED
OUT MEET OR EXCEED THE UPLIFT REACTIONS FROM THE TRUSS MANUFACTURER.
all wall framing required at corner,
5,50 All hurricane clips/ strap tie downs/ uplift connectors shall be sized
per uplift requirements as specified by tru55 engineering, -
STRUCTURE DESIGNED TO THE 2004
FLORIDA BUILDING CODE SECTI❑N 1606
BASIC WIND SPEED
MPH
FBC-2004 FIGURE 1606
WIND IMP❑RTANCE FACTOR
Iw = 1.0
FBC-2004 TABLE 1606
WIND EXPOSURE
EXPOSURE B
FBC-2004 SECTION 160618
INTERNAL PRESSURE COEFFICIENT
t0.18
ASCE 7 TABLE 6-7
COMPONENTS AND CLADDING
DESIGN WIND PRESSURES FBC-2004 SECTION 1606.2
GARAGE DOOR
+15.3 PSF
-18.7 PSF
ROOF SHINGLES
+10.4 PSF
-34.8 PSF
FRONT ENTRY DOOR SYSTEM
+17.2 PSF
-18.7 PSF
VINYL SIDING
+18.0 PSF
-19.5 PSF
NOTE
MANUFACTURER'S MATERIAL AND INSTALLATION
LITERATURE LISTING THE TESTED WIND LOADS
SHALL BE AVAILABLE ON JOB SITE PRIOR TO
INSPECTION FOR THE ROOF SHINGLES AND
VINYL SIDING,
SOUTHEAST DESIGN
INTERNATIONAL INC
2 151 SOUTI.IERN OAKS LANE
LAKELAND FL 3 3 813 - 31
836-648-9069
863-409-6422 (CELL)
DAZZLIN' DONUTS
TROMBO RENOVATtON5
5131 GALL BLVD,
ZEPHYRH ILLS, FL 33542
Project
RESIDENCE FOR
IIARDEVBIJAI PATH
Sheet No;
of sheets
Date / /2008
Drawing No.
Scale
AS NOTED
SOUTHEAST DESIGN
INTERNATIONAL INC
2151 SOUTHERN OAKS LANE
LAKELAND FL.33813-31
863-409-6422 (CELL)
FAX, 863-644-6057
ELECTRICAL PLAN
REFLECTED CEILING PLAN
DAZZLI N' DONUTS,
TROMBO RENOVAT10N5 =-
5131 GALL BLVD,
ZEPHYRH I LLS, FL 33542
Projact Shoot Na;
of shcctx
Data Drawing No
22. AP04L 6Q
Scalemmo
t ��� � � D q •
`-
F
® ®=
® �m
I
m -m
INN
SOUTHEAST DESIGN
INTERNATIONAL INC
2 15 1 SOUTHERN OAKS LANE
LAKELAND FL 338 13-31
863-409-6422 (CELL)
PAX: 863-644-6057
ELECTRICAL POWER PLAN .
DAZZLIN' DONUTS -
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRH I LLS, FL 33542
p-, ci Shout No:
of sheets
DnFnDrnwtng No.
ScwtoF..00
R TU-1 RTU-3
RTU-2 �-- R,.. , RTU-4
(4) #8 IN 1" C (4) #8 IN 1" C
(4) #1 /0 IN 2" C
k
; I
;
_ I
'l4ll�'��
ELECTRICAL
TABULATION j
DATA
PANE
{mow
PANEL A
lIIIA�MIEI~
PANEL B
PANELPEW
I
({
j.QJQ TYPE CONNECTED
KW
DEMAND
KW
UG14TING
13.36
16.70
j
-
SIGNS AND GRAPHICS
6.42
6.42
j
lt(A
�U4/nlm
RECU3TACLES
7.38
7.38
9.
KITCHEN EQUIPMENT
103.80
f 67.47
i
'
REFRIGERATION EQUIPMENT
18.96
12.32
'
HVAC>
44.00
44.00
( 4)
#1 /0 IN 2" C
WATER HEATER
9.0
8.3
;
(4) #1 /0 IN 2" C
MIS IELLANEOUS
4.54
4.54
ONE --LINE
DIAGRAM i
SS27AL i
207.46
165.13
SCALE: NONE
m ■
PANELBOARD SCHEDULE
DESIGNATION: ANOW PANEL M MAIN BKR: MLO
VOLTAGE: 120/208 BUS SIZE: 800A i
PHASE: 3PH, 4W MOUNTING: EXISTING
CKT
DESCRIPTION
BKR
LOAD
PHASE
LOAD
BKR
DESCRIPTION
CKT
1
MAIN HVAC BREAKER
150/3
14268
A
20328
150/3
EXISTING PANEL B
2
3
14268
B
21735
4
5
14268
C
19827
6
7
EXISTING PANEL C
150/3
15580
A
16467
200/3
EXISTING PANEL A
8
9
14832
B
15432
10
11
16370
C
15089
12
13
WATER HEATER
35/3
3000
A
-
-
SPACE
14
15
3000
B
-
-
SPACE
16
17
3000
C
-
-
SPACE
18
19
SPACE
-
-
A
-
-
SPACE
20
21
SPACE
-
-
B
-
-
SPACE
22
23
SPACE
-
-
C
-
-
SPACE
24
25
SPACE
-
-
A
-
-
SPACE
26
27
SPACE
-
-
B
-
-
SPACE
28
29
SPACE
-
-
C
-
-
SPACE
30
31
SPACE
-
-
A
-
-
SPACE
32
33
SPACE
-
B
-
SPACE
34
35
SPACE
-
-
C
-
-
SPACE
36
37
SPACE
-
-
A
-
-
SPACE
38
39
SPACE
-
-
B
-
-
SPACE
40
41
SPACE
-
- I
C
-
-
SPACE
42
TOTAL CONNECTED LOAD - PHASE A: 69643 VA TOTAL CONNECTED LOAD: 207464 VA
TOTAL CONNECTED LOAD - PHASE B: 69267 VA TOTAL DEMAND LOAD: 129167 VA
TOTAL CONNECTED LOAD -.PHASE C: 68554 VA
PANELBOARD SCHEDULE
DESIGNATION: SUNEWANEL B MAIN BKR: MLO
VOLTAGE: 126/208 BUS SIZE: 200A
PHASE: 3PH; 4W MOUNTING: EXISTING
CKT
c
DESCRIPTION
BKR
LOAD
PHASE
LOAD
BKR
DESCRIPTION
CKT
1
WALK-IN FREEZER ALARM
20/1
640
A
150
20/1
SCALE 3
2
3
WALK-IN FREEZER COMPRESSOR
20/3
1776
B
520
20/2
CONVECTION OVEN
4
5
1776
C
520
6
7
1776
A
1200
30/1
MAU-1 AND EF #1
8
9
WALK-IN FREEZER EVAPORATOR
20/2
665
B
750
20/1
SLICER
10
11
665
C
3026
40/2
COFFEE MAKER
12
13
POWER .BASE
20/1
180
A
3026
14
15
DECK OVEN
50/3
4804
B
1500
20/1
DONUT DISPLAY (3)16
17
4804
C
300
20/1
SELF SERVE SODA STATION
18
19
4804
A
1000
20/1
ICE CREAM DIPPING STATION
20
21
DONUT MACHINE
20/1
180
B
1560
20/2
DUNKACCINO
22
23
OFFICE RECEPTACLES
20/1
720
C
1560
24
25
TOILET ROOM RECEPTACLES
20 1
720
A
900
20/1
WALK-IN COOLER COMPRESSOR
26
27
AUTOMATIC SHEETER/CUTTER
20/3
432
B
900
20/2
WALK-IN COOLER EVAPORATOR
28
29
432
C
900
30
31
432
A
3224
40/2
PROOFER
32
33
POS
20/1
1200
B
3224
34
35
BAG-N-BOX
20/1
400
C
500
20/1
BAGEL DISPLAY CASE
36
37
BUTTERSCOTCH WARMER
20/1
500
A
1776
20/3
UPRIGHT FREEZER
38
39
PROOFER
40/2
3224
B
1000
20/1
ICE CREAM DIPPING STATION
40
41
3224
C
1000
20 1
DIP. CHOC. HOT FUDGE WARMERS
42
TOTAL CONNECTED LOAD - PHASE A: 20328 VA TOTAL CONNECTED LOAD: 61890 VA
TOTAL CONNECTED LOAD - PHASE B: 21735 VA TOTAL DEMAND LOAD: 40733 VA
TOTAL CONNECTED LOAD - PHASE C: 19827 VA
PANELBOARD SCHEDULE
DESIGNATION: J11IIIIIIIIIIIIIIIIIIIIPPANEL A MAIN BKR:
VOLTAGE: 120/208 - BUS SIZE:
PHASE: 3PH. 4W • MOUNTING:
MLO
200A
EXISTING
CKT
DESCRIPTION
BKR
:LOAD
PHASE
LOAD
BKR
j DESCRIPTION
CKT
1
SALES AREA RECEPTACLES
20'1
900
A
720
20/1
KITCHEN RECEPTACLES
2
3
SERVICE AREA FLUOR. LIGHTING
15/1
805
B
900
20/1
STOCK RECEPTACLES
4
5
SPARE
15/1
-
C
-
15/1
SPARE
6
7
SPARE
15/1
-
A
1085
15/1
SALES AREA FLUOR. LIGHTING
8
9
KITCHEN AREA FLUOR. LIGHTING
15/1
1330
B
1200
15/1
PENDANT LIGHTING
10
11
SERVICE AREA FLUOR. LIGHTING
15/1
600
C
1085
15/1
SERVICE AREA FLUOR. LIGHTING
12
13
BACK ROOM FLUOR. LIGHTING
15/1
1225
A
1260
20/1
SECURITY CAMERA VDU
14
15
COOLER/FREEZER LIGHTING
15/1
300
B
900
20/1
RTU GFI
16
17
TOILET ROOM LIGHTING
15/1
400
C
500
20/1
REFRIGERATED COLD PAN
18
19
FLUOR. LIGHTING
15/1
855
A
4500
60/3
;
FOOD WARMER
I
20
21
EXIERIOR .SOFFIT LIGHTING
15/1
1275
B
4500
22
23
ME14U BOARD LIGHTING
15/1
700
C
4500
24
25
EXTERIOR SOFFIT UGH71NG
15/1
1250
A
400
20/1
ICE COFFEE BREWER
26
27
BACK R0014 LIGHTING-
15/1
1250
B
-
20/1
SPARE
28
29
CEILING RECEPTACLES
20/1
1080
C
600
20/1
POS
30
31
DRIVE THROUGH WINDOW CENSOR
20. 1
1200
A
-
20/1
SPARE
32
33
DRIVE THROUGH WINDOW CENSOR
20/1
1200
B
-
20/1
SPARE
34
35
COFFEE SIGN
15/1
1200
C
1872
30/2
COOLATTA
I
36
37
BAGEL SIGN
15 1
1200
A
1872
38
39
DRIVE THROUGH MENUBOARD
20 1
420
B
1352
20/2
i
COOLATTA
40
41
PYE.ON SIGN
1571
1200
C
1352
42
TOTAL CONNECTED LOAD - PHASE A: 16467 VA TOTAL CONNECTED
TOTAL CONNECTED LOAD - PHASE B: 15432 VA TOTAL DEMAND LOAD:
TOTAL CONNECTED LOAD - PHASE C: 15089 VA
LOAD: 46979 VA
54543 VA
PANELBOARD SCHEE
DE:'sIGNATION:.PANEL C MAIN BKR:
VOLTAGE: 120/208 BUS SIZE:
PHASE: 3PH. 4W MOUNTING:
ULE
MLO
200A
EXISTING
CKT
DESCRIPTION
BKR
LOAD
PHASE
LOAD
BKR
I DESCRIPTION
I
CKT
1
CARBONATED BEVERAGE SYSTEM
20/1
870
A
1560
20/1
ICE MACHINE
2
3
COFFEE SERVE STANDS
20 1
1092
B
1560
4
5
BLINDING ,STATION
20/1,
1400
C
500
20/1
SCALE
6
7
UNDERCOUNTER REFRIG.
20/1
500
A
500
20/1
UNDERCOUNTER REFRIG.
8
9
MIXER
20/3
1160
B
840
20/1
WATER METER
10
11
1160
C
1000
20/1
1 REFRIG. COLD PAN SALAD TOP
12
13
1160
A
1000
20/1
REFRIG. COLD PAN SALAD TOP
14
15
BAGEL TOASTER _
30/2
3120
B
1080
201
KITCHEN RECEPTACLES
16
17
3120
C
1200
20 1
FOS
18
19
COFFEE MAKER
40/2
3026
A
1400
20/1
BLENDING STATION
20
21
3026
B
500
20/1
UNDERCOUNTER REFRIG.
22
23
U111LITY RECEPTACLES
20/1
360
C
1180
20/1
WALK-IN BOX
24
25
BLIENDING STATION
20/1
' 1400
A
1800
20/1
HYDRO -CHILLER
26
27
FAX MACHINE
20/1
300
B
360
20 1
JUICE BAR CABINET
28
29
SUINDAE CENTER
20/1
500
C
1080
20/1
DUAL COFFEE GRINDER
30
31
FAX MACHINE
20/1
300
A
1080
20/1
SINGLE COFFEE GRINDER
32
33
COMPUTER
20/1
300
B
1080
20/1
DUAL COFFEE GRINDER
34
35
FR'YER
20'1
1200
C
1600
20/2
I
MICROWAVE
36
37
MICROWAVE:
20/2
1600
1600
38
39
1600
J:J
1200
20/1
FRYER
40
41
SUNDAE CENTER
20/1
500
C
1550
20 1
WARMING STATION
42
TOTAL CONNECTED LOAD - PHASE A: 17796 VA TOTAL CONNECTED LOAD: 51364 VA
TOTAL CONNECTED LOAD - PHASE B: 17218 VA TOTAL DEMAND LOAD: 33891 VA
TOTAL CONNECTED LOAD - PHASE C: 16350 VA
EQUIPMENT SCHEDULE
EQ.
#
EQUIPMENT
SYM.
VOLT
PHASE
AMP.
MOUNTING/
REMARKS
D10
MIXER -- 140 QUART
DJ
208
3
9.6
36" A.F.F.
D110
FRIALTOR
120
1
15
24" A.F.F.
D111
DONUT MACHINE
120
1
1.5
24" A.F.F.
D12
PROOFER
208A.F.F
120
1
5
83" A.F.F.
D12
D124
HYDRO -CHILLER
WATER METER
Qp
120
120
1
1
15
3/4HP
24" A.F.F.
36" A.F.F.
D1310
CONVECTION OVEN
m
208
1
5
36" A:F.F.
DI 31
DECK OVEN
�
208
3
40
w
48 A.F.F._
D15
AUTOMATIC SHEETER/CUTTER
U
208
3
3.6
78" A.F.F.
D163
POWER BASE-
120
1
1.5
56" A.F.F.
D180
EXTERIOR WALK-IN BOX0J
208
3
14.8
IN CASEWORK
D194
BAG - N - BOX
120
1
3.3
24" .A.F.F.
D20
E
SOFT HEAT HIGH VOLUME BREWER
10
208
1
29.1
46" A.F.F.
D20
H
SINGLE SERVE STAND
120
1
.8
46" A.F.F.
D2041
D20
J
DUAL SERVE STAND
DUAL COFFEE GRINDER
120
120
1
1
1.5
9
46" A.F.F.,
46" A.F.F.
D20
K
SINGLE COFFEE GRINDER
120
1
9
46" A.F.F.
D20
DUNKACCINO
(p
208
1
15
46" A.F.F.
D2013ICED
COFFEE BREWER
208
1
29
46" A.F.F.' -
D221
S
120
1
5
IN CHASE WALL
D22
J
COOLATTA MACHINE
10
208
1
18
STUB UP
BY EQUIP.
. D22
J
COOLATTA MACHINE
10
208
1
13
STUB UP
BY EQUIP,
D2215
ICED COFFEE BREWING STATION
120
1
` 3.3
IN CHASE WALL
D231
UNDERCOUNTER REFRIG.
120
1
4.1
24" A.F.F.
IN .CHASE WAL
D24
V CARBONATED BEVERAGE STATION
120
1
7.25
46" A.F.F.
1)29
DONUT DISPLAY CASE
m
120
1
4.1
12" A.F.F.
D29
BAGEL DISPLAY CASE
m
120
208
1
1
4.1
` 15
12" A.F.F.
24" A.F.F.
IN CHASE WAL
D30
MICROWAVE OVEN
D301
BAGEL TOASTER
208
1
30,
24" A.F.F.
IN CHASE WAL
D301
WARMER
120
1
12.9
24" A.F.F.
IN CHASE WAL
T100
SLICER
120
1
6.2
48" A.F.F.
T18
WALK-IN COOLER
120
1
9.8
IN CASEWORK
T20
1
WATER HEATER
EY
208
3
(9KW)
40 GALLON
T214
SODA DISPENSER
120
1
7
CNTRLS MTD. I
T2500
FOOD WARMER �/f
[N
208
3
15.1
COUNTER FACE
T250
SCALE
120
1
.25
CORDS RUN
T}IRU S.S.
T300
B
REFRIG. COLD PAN
120
1
4
T30
SALAD TOP REFRIGERATOR
9
120
1
4
B12
SALAD TOP REFRIGERATOR
9
120
1
4
Bl 90
f
ICE MACHINE
Qp
12.0
1
10.1
24' A.F.F..
B202k
ICE CREAM / FRUIT CABINET
Q
120
1
3.0
24" A.F.F.
B24
SUNDAE CENTER
120
1
4.0
24" A.F.F.
B30i
I
ICE CREAM DIPPING CABINET
Q
120
1
8.0
24" A.F.F.
970
BUTTERSCOTCH WARMER
9
120
1
4.16
24" A.F.F. "
870
DIPPING CHOCO. WARMER
120
1
.83
24" A.F.F.
B71
HOT FUDGE WARMER
120
1
4.16
24" A.F.F.
B7411
BLENDING STATION
120
1
11.5
24" A.F.F.
B75
I
SCALE
120
1
0.8
24" A.F.F.
SOUTHEAST DESIGN
INTERNATIONAL INC
2 15 1 SOUT14ERN OAKS LANE
LA.KELAND FL 33813-31
.863-409-6422 (CELL)
PAX: 863-644-8057
ELECTRICAL PANEL PLAN
EQUIPMENT LIST
DAZZLI N' DONUTS
TROMBO REN0VATI0N5
5131 GALL BLVD,
ZEPHYRH I LLS, FL 33542
F
cheat No.
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Drawing No.
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SOUTHEAST DESIGN
INTERNATIONAL INC
DESIGN
2151 SOUTHERN OAKS LANE
AK
LAKELAND FL 33813-31
863-409-6422 (CELL)
'L PAX. 863-644-6057 J
PLUMBING PLAN
SANITARY -WATER SUPPLY
DAZZLINf DONUTS
Tk0MB0 RENOVATIONS
5131 GALL BLVP,
ZEPHYkH ILLS, FL 33542
I P-JSheet No:
of eflacto ct a-lct
Data Drwtvg No.
02, Af 9L— CR
Socalo
� y, �! r � � � d
. . . . . . . . . . ......
I
4�1 1
1 1 4
,Wl
NOTEStt�
A -ERA
LOCATE NEW MAIN DUCT BWIWft 64:7r %FY LOCATION.
RUN OUTLETS TO DIFFUSER THRU TRUSSES, PROVIDE OFFSET IF NECESSARY
TO AVOID INTERFERENCE W/ ROOF STRUCTURAL.
F
O
PROVIDE ADJUSTABLE VOI.UME DAMPER FOR EACH OUTLET. TYPICAL.
_6011 110t
lilio I Ila
COMBUSTION AIR INTAKE FOR WATER HEATER SHALL BE INSTALLED SUCH THAT
PROVIDE TURNING VANES AT ALL ELBOWS.
PPER 12 INCHES OF THE ENCLOSURE
ONE OPENING SHALL BE LOCATED "THIN THE UPPER
AND ONE OPENING SHALL BE LOCATED WITH IN THE LOWER 12 INCHES OF THE
ENCLOSURE. PROVIDE WALL EXTERIOR CAP, NO ROOF PENETRATION IS REOUIRED.
RUN TOILET EXHAUST DUCT DOWN FROM EF-1 ON ROOF. CONNECT TO EXHAUST
GRILLES IN TOILET ROOMS. BALA14CE *AS INDICATED. PROVIDE BACK DRAFT
O
ROOF MOUNTED EXHAUST FAN FOR RESTROOMS. (SEE SCHEDULE
DAMPER AT EACH GRILLE:.
THIS SHEET). COORDINATE ROOF PENETRATION W1 STRUCTURE, PATCH
AND SEAL WEATHER TIGHT ROOF OPENER. PROVIDE ONE PIECE TERMOSTAT HEAT / COOL / AUTO (OR RELOCATE EXISTING)
COORDINATE THERMOSTAT LOCATION WITH OTHER ELEMENTS OF WALL/COLUMN.
UNDERCUT DOOR 1 1/2- FOR RETURN AIR. VERIFY EXACT LOCATION, WITH OWNER'S REPRESENTATIVE.
COORDINATE LOCATION W1 OWNER. KEEP. 10' MIN. FROM ANY INTAKE. PROVIDE TEMPERATURE SIENSOR MOUNTED NET TO RETURN GRILLE AND
T-STAT LOCATE IN THE OFICE 0- A14
O PROVIDE AND INSTALL NEW� UNIT AS SHOWN IN SCHEDULE ON SHEET wahr m
mll. i
M-2. UNIT SHALL BE LOCATE SUCH THAT SUPPLY AND RETURN DUCTWORK
DROP BETWEEN BAR JOIST. REUSE (MODIFY IF NECESSARY) 6-1-1001,10 P-8-81111is".
O PROVIDE UL LISTED IONIZATION TYPE SMOKE DETECTOR INTERLOCKED W1
RTU CONTROL TO SHUT UNIT DOWN UPON ACTIVATION OF DETECTOR.
LOCATE IN SUPPLY AND/OR RETURN AIR DUCTWORK PER LOCAL CODE.
EXHAUST FAN SCHEDULE
A& =Umt dcrm
goo
DESIGNATION
SERVES
MANUFACTURER
MODEL
CFM
RPM
Sp
I ELEC. DATA
DRIVE
NOTES
I
I HP
T VOLTS
EF-1
TOILETS
GREENHECK GB-70-4
227
11170
0.125011/4
120
BELT DRIVE
A. B
EF-2
KITCHEN HOOD
CAPTIVEAIRE
1925
1044
0.5"
13/4
120
C.)
FA
IVA
01
mm
0
l
012 WIRE
CEILING DIFFUSER SEE
PLANS AND SCHEDULE.
CONNECT FLEXIBLE DUCT
TO COLLAR WITH 22
GUAGE CLAMP AND FOUR
SHEET METAL SCREWS AND
SEAL.WITH DUCT TAPE
CEILING
EXHAUST F9N_DETAIL DIFFUSER DETAIL
GRILLE AND REGISTER SCHED
LE�
SERVICE
MANUFACTURER
MOUNTnI
G TYPE
FRAME TYPE STYLE
NOTES
CEILING SUPPLY DIFFUSER
TITUS TMS 24"X24*
CEILING
IFFUSER
LAY —IN CONE TYPE
A, B. C. D
•
CEILING SUPPLY DIFFUSER '17VS-TDC—S2
24ox24
CEILING
IFFUSER
LAY —IN CONE TYPE
A. B. D
CEILING SUPPLY DIFFUSER
TITUS Tms 12"02"
CEILING
IFIFUSER
SURFACE MTD. CONE TYPE
A. B. C. D
•
WALLSUPPLY DIFFUSER
TITUS 6"x12'
WALL DJFFUSER
SURFACE MTD. CONE TYPE
A, B. D
w
CEILING SUPPLY DIFFUSER
R1S TDC—S3 24"x24'
CEILING
?IFFUSER
LAY —IN CONE TYPE
A. B.
CEILING RETURN GRILLE
TITUS 50 F (2424)
LAY —IN E
G 'CRATE"
1/2*x1/2"x1/2* ALUMINUM EGG CRA7q
A. B. E
CEILING RETURN GRILLE
TITUS 56 F (1202)
LAY —IN E
G CRATES
1/2*x1/2"x1/2* ALUMINUM EGG CRA
A. B. E
CEILING EXHAUST REGISTER
TITUS 3 FL
SURFACE
OUVERED
FIXED BLADE FIXED DEFLECTION
A. B. E. F
NOTES
A.) BAKED ENAMEL FINISH, #26 OFF- MITE.
B.) SIZE AND CFM ARE SHOWN ON PLANS.
C.) 4—WAY PATTERN UNLESS SHOWN OTHERWISE,ON DRAWINGS.
D.) BRANCH SIZE SHALL BE SAME AS NECK SIZE UNLESS NOTED OTHERWISE Oil
E.) PROVIDE WITH NECK FLANGE FOR DUCT CONNECTION.
F.) PROVIDE #AG-35—AA ALUMINUM OPPOSED WADE DAMPER.
DRAWINGS.
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SOUTHEAST DESIGN
INTERNATIONAL INC
2151 SOUTMW OAKS L"F,
Lt"L"D FL 33813-31
863-409-6422 (CELL)
PAX: 863-644-6057
MECHANICAL PLAN
PAZZLIN' DONUTS
TROMBO RENOVAMN5
51.31 GALL BLVP1
ZEPHYRHILLS, FL.3354-2
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SOUTHEAST DESIGN
INTERNATIONAL INC
2 15 1 ROUT14ERN OAKS LYINE
L1IKELAND FL 33813-31
863-409-6422 (CELL)
FAX: 863-644-6057
ELECTRICAL POWER PLAN
DAZZLIN' DONUTS
TROMBO RENOVATIONS
5131 GALL BLVD,
ZEPHYRH ILLS, FL 3354.2
Project Sheet No.
of shoots
Dato DrwwWg No.
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