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Home My WebLink About3101 Orlando Dr 92-1155 Plans Kmart_Little Cesarsqs- PLANS ROTPrIlVG ' S FACILITY: ` ADDRESS: 45�4 7- L PAR So Z'� L'o /vT•��T N1:3g PLAN R-ppRovAL CO==R:1'" L.4 . i�r %Icy N PHONE: # +,, cwr�R: -. �rww�. i .: �I�-�-T vc Cam►-4�1 1 PHONE: (Facility is subject to the following provisos and/or ccments) TYPE OF W-.A= SUPPLY: MUNICIPAL: 2 Sri WELL: (See attached (?b be approved by Water Coordinator) TYPE OF SEiig.CE DISPOSAL: MUNICIPAL: C 1, (Approval is re _Seating Capacityi6c— Nu of N�Tl' S meter Q � A..—" r of Lad_e's water Fees= cm fiY, 2res indicat-od on CE]i S: r - 4L k avatories w- 1 ? be a��=te uc to s=-. is . ✓n Vest_cule rl'.r ifreSt_rCClil Gpe*�s C—egtly Leto FCCd Serf Ce Area. ./� T c lighted a -its are required. (50 or rrnre sects) . t/'++ If-clos7-a de�rice r Quirerd on res=,=L and all exit doors . // Res =CCmS must mee` handicap rey iiarm--=, (Eldg. DE_Jt.) L` Consi`'i�t±GP_ Cn premises. ` Soap and towel dispensers required for all hzr:dsink locati ors . ,�-► Building permit required frcm local aut_ority. _Waste plumbing required for ice maciire, soda disre-r ise-r, refrigeation units, steam tabt(;:Lj' coffee urns o �Iar e- =rnt which discharge into floor drains. gaps are r -Lined) All waste plumbing, water lines must be eff floor.oFt figs lN'z 5 q-ND LCZv�{�rn,F-% -.0 Floor drains, if utilized mzlst be ccorst� �ct=d to facilitate effe�-'tilve drai nine . (Floor drains are prohibited in wa-lk-in cooler or freeze-r unless properly gap_ .) - Dishwashing machines met be indirectly connected waste to plumbing except within 10' ft. of trapped floor drain. y^ Grease interceptor - (applies to CEDS system only.) Size:_ Food-wz.ste grinder is prohibited frm dischasq�� + o�T�}�grea� interceptor. HRS SEMINOLE COUNTY PUBLIt; H A?T DA 3004 SOUTHGATE DRIVE SANFOR.D,. FLORIDA 32773 , f A /-,30 ~�s L ` 'j- TAPPROVED REVIEWED BY:. DISAPPROVED I • Q' Z REVIEWED! ) y CO M M Ei�1T i (�j o..D PRr .da, AREA - - - N a s 41 ,. . CONCRETE LIGHT / POLE Entrances to US Hwy 17-92 and Airport / 0 Boulevard presently exist. Landlord O i I s . cannot and does not accept liability if access is changed by governmental 50' 0 25' 50' N I ��9 goo authority during the lease. Any such Pw � '� / 9' � change deemed default SAN/ TAR Y MANHOLE \ / 5 CA,L E: 1 = 50/ CATCH BASIN 0 ��---- - 0 1 AIRPORT BOULEVARD o (88' RIGHT OF WAY PER SITE PLAN) NEW 4' CONC. WALK CATCH BASIN 35 - I u STOP 8 ® EAST 285.00' \ 3 ,•• ,.. a0 / (Tm L) 415.23' ._. ._ . »..^.: .�• ».•"•, !'• _ ..',...`. (0 AMC SIGNAL V BOX I I II o I CA TCH 8 SUI o o \\\\\17 �� SIGN n h II \� \ �\ \� 17� \ \ , OWNED BY OTHERS CAT BSIN �-ryN+a IIIW \\\\\\\ \\\\\ \I\\J I III �p EXIST. C.B. EXIST. O 15'R.C.P II �O 0 I OIL INTERSEPCTOR/ O' II g 1 7 SAND & MUD -:•f:��r' II 0 10 TRAP SEE PLUMB. PLANS FOR DETAILS) :::'FYAE'Gtt:.....�,rr��(Si: :::.I::.::: �:: ..• _:oCATCH 8A ASPHALT 30 EASEMENT : ::::s:::,"";INWDRAIN E1 h• T:S'"FL.C:R: ::t• NEW SAN M.H. 40, ."..►:::::.::�:.:" EXIST. C.B. 5' : ... .... .... .... -... ... ............ ......... ... .. ... . . .... . REL::OCATED FIRE II (7 HYDRANT 3T CATCH BASIN /1 NEW 30' EAST 1 90.00' _ _ _ _ -- _ - _ _ _ = 121 • ' "8 •:: :' . " .......:':: 5' EAST 30, 318.42' ALrrO 30o.......... ...... O NEWFIN. FL. EL_- 42.38 -.:.:. / o �,�A / OWNED BY OTHER:3 0 1 \ \ \ \ \ \ \ \ � c3AA�)EN AREA a II �--� �- \ N SEE PLUMB. PLANS \ TIRE ec BATTERY �• O t,_ ^ / O / / / / / �> %� �� j FOR DETAILS) o R .. II CORRAL � / / T. 1 / 01 / / V / / / / / / / / / / / / / / / / / / / P�IEVN Cp1/ERECJ n U :: I 12' x 12' 4/ QP AJ71EANEW O DUMPSTER AREA SA -ES AREA E�)rr" k`ST l4 \r \2 �� / / \ \ \ n FIN. FL" EL- 42.38 EXIST. C.B. .. \ \\\\\\ \\\\\\\\\\ F Cann 1 � a r S t o U oRo M� / . �Q Q� / /fin �\ \ \ \ \ \ \ \ \ \ \ \� .�\� \ I /��/�/�17-/��/�-/77 / D i p t W '9 N h 11 SPACES j �'-' �` / 213.0' E s �'d Clo e s o I _ e 7 _ 92 `�� _ _ _ _ _ �/� \ \� �� 4 \� 7-\-7 � ,! h�t•Lt. $ zS Ch Ot 8C ISr Iz•PO w VALVED4 EAST 120.00' / \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ V I CONC. RAMP I II I ones a �dur10 h d by ept I1 a[�d1or� r - - - - - _ - -�/ o �; EXIST. 18 RC I3 dr1 '('o/ b e Zen go�,err) zZlr =,. .. 30' .,. �� .. ►V/ I II oK-12 e c,eea)e r)I�� to 1 j� i I II L3odu of Sock / / - ._ - t / 7.77F97771/ , 2 I / PAINTED ASPHALT �/ /. WEST 912.17' WALKWAY 8 \�l 4 57 19- 11 5' 1 "C I EXIST RAMP / I h fi I IIi� 9 8 2 I% EXISTINO K-MART /1 Y � I /� II 4 , i O 68.989 SQ.FT. / IU• I Q I I 18"STOP BAR 18,-O �. �' 18'-8' I r FINISHED FLOOR �+ 42.38' 1 1 3 I II r (v & SIGN (TYP) ,t � I I � T I II 8R, 8 � f- 3 �$ / "r // NEW 4' NC. WALK W W O 35, / ILP I II D ROOMED LOADING ( I I go 00 x/ DOCK I II p W .` 1g -g / PAINTED ASPHALT 8-CONC. CURB TYP) I �/ O I I O ! yADD �DD LION SIGN TO /XIST. Ifs WALKWAYS W N r 24"R.C.P. I I L bw2- K-MAR h �,OR AD NEW NEW SIGN ti SIGN � fJ /r r � I j 64" IV I C50' / p 3zo / Z TRANSFORMER ROOM I l/\ \ 20 P. �EXST A _r" 4w"SCUD L1NE�(WHITE OR « LLO 5 ; t W U I I I 11 ,�, v I VV Z0 I EXIST SAN. M.H. / I 4"R. C. P. MOi i t' w U I SIGN STOP 24, •• - "► - - •► - == - 7h „ RAMP 35• I {�ctM psi/ I I �GATE VALVE % r I U �.��} �, lid I I 4• 12" LETTERS~ 10' ROOFED WALK y, I N (SEE DETAIL) %%/T%�T7%-%/TT%-T%%%/T% / ...... I I N IN ASP. CONC. 148.30' O �\ �...: T ATCH 11/-L/L1�LL/11LL�11/11L1� �(! EXIST. REDUCER Xl BADE 6' LONG (TYP) �W •::•:Ill•.•:: :• :•:: V. 6 4"D SHED LINE (WHITE OR YELLOW) co 8AL=-B AREA \ 26 I X SEINER I=%U��N® R��L I D W CLEAN OUT..,::.:::.... ..:. O 43 \ A 3 b d NEW SCAN M.H. NEW SA. M.H. / t ?• \ 7 0 13.000 SO. FT. O .......... .. 2 " I 186' WIDE FIN. FL ELF 42.28 K) 1O' NEW 8" PVC D.E F \ 0 ,., . r" S kw F e ................ .............. 5 k/ST Je8 \ 18' O ,� TRANSFORMER C�"• 7 O' 5.O a::' S P A D r ..::.Y.::.Y.'.....� �.r :•..... �:... :. ....' .. ........: ............ ..._........ ................... .................. ::::::::::::: NIrYVLL/L1/11 :::::::::::::::.:::::::.::::.: ::::::::::::.............: ..... ..:.....::.....:. EXIST �O�CE 0• \ �,IN (� : 1 85' DEEP / / - - - - 24"R.C.P. F71NEW 5" WATER 10' A4 \ \ 0 I 2FOOD o ®N /zz/_z/ NEW 750 OAL G j� T a SITE PLAN GENERAL NOTES 1. GENERAL CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING A BID ON THIS PROJECT TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. ANY EXISTING CONDITIONS FOUND AS VARIANCE WITH ,,.• THESE DRAWINGS MUST BE IMMEDIATELY REPORTED TO THE K MART CORPORATION. 2. ALL CONSTRUCTION METHODS AND OPERATIONS MUST BE DONE IN SUCH A MANNER AS TO PROTECT ALL ADJACENT EXISTING BU?_DING AND SITE ELEMENTS. ANY EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION MUST BE REPAIRED AT CONTRACTORS SOLE EXPENSE. 3. A)-L PAVEMENT DAMAGED BY CONTRACTORS' OPERATIONS MUST BE REPAVED TO MATCH EXISTING PAVEMENT SECTION (SEE DRAWING). ALLPAVEMENT MATERIALS AND INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH D.O.T.• STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ALL NEW PAVEMENT MUST BE SLOPED TO MAINTAIN EXISTING DRAINAGE CHARACTERISTICS. 4. THE CONTRACTOR SHALL MAINTAIN ONE ( 1 ) CLEAN SET OF MARKED PLANS SHOWING ALL CHANGES- AND 'AS BUILT" INFORMATION WHICH .DILL BE SUBMITTED TO THE DESIGN ENGINEER UPON COMPLETION OF WORK. 5. PROVIDE TEMPORARY EROSION CONTROL MEASURES AS REQUIRED BY' LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION. 6. ALL EXISTING ASPHALT PAVEMENT, TOP SOIL, ORGANIC CONTAMINATED OR WET SOILS OR OTHER DELETERIOUS MATERIALS � MUST EE TOTALLY REMOVED FROM SITE. ANY EXIS-ING 5C ,- `a.z, ADEQUATE FOR USE AS FILL MAY BE RETAINED, REPROCESSED AND REINSTALLED AS COMPACTED FILL. 7. ALL SUBGRADE BENEATH PROPOSED BUILDING ADDITION AND PAVEMENT SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSIT" (MODIFIED PROCTOR) PER ASTMD-1557-78. 8. ALL BOUNDARY AND TOPO SURVEYING WAS TAKEN FROM A SURVE'f• MADE BY "PROFESSIONAL LAND SURVEYING SERVICES, INC.' (MICHAEL E. PETULLA) (P.L.S. #4372) SEPTEMBER 5, 1991. 4 \ \ f 40 I GREASE (SEE SHTCPS\�� -�''6 �P 1- AIR CONDITIONER WOOD DECK FOR DETAILS) +�5�' EXIS / I EXISTING I I W I SANT M.H. CONCRETE BASE FIRE HYDRANT 19' TO C OF DOOR 5' & VALVE yj I I It EXISTING N I FIRE LANE (SEEDETAIL SHT) CONTROL PANE EXIST 2' C&B 2 54' 54' / (P) : 3'-4" o� Q'�� 3'-4" 87.20' jc EXISTING 0 : S1Y....� ..; .. :.:.. ' :.,,...w LIFT STATION UI 1'..." ..,.:f1.�,.. ... 41'-4" :.:.� WITH METAL LID ... .. ...... PVT .. . .. ..... ... EXISTING "�.. �r �..... '.'.'.' '. .:'° O".'.'.."::. CATCH .!te;.'.=44:............ .►%i: "' '�:.' .'.'.':.......... BASIN . ... ........0 .'... ,.:,+!.'. .... . r....:'............. . ..... ':. ....k ..:. NEW 8"PVC I ... :.M '.'f.'.... �� •�-~-••• .e .W. 84"5733 NEW 4" F.M...... NEW CONC. FLUME NEW SAN M �Sr'�' B - NEW 2' CONC 0' CURB & GUTTER NEW !(RCP 'Q (1 NATURAL POND IN THIS AREA NEW CONC. SPILLWAY r ? `I f' O F 'o `WATER 8 SEWER LINE NOTES ? 4.110, 1. WATER LINE TO BE (AWWA C-900, PVC -DR 18) WITH NSF-P.W. LOGO. EAST `r 397.31' GATE VALVES TO BE RESILIENT SEAT WEDGE TYPE. SANITARY SEWER TO BE ASTM 3034 (PVC-SDR35); FORCE MAIN TO BE (AWWA C-900 PVC-DR25). 2. WATER LINE SHALL BE INSTALLED CLEARED, FLUSHED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE; WATER MAIN SHALL BE SUBJECT TO: - HYDROSTATIC PRESSURE AWWA M23 - DISINFECTION AWWA C651 FORCE MAIN LINE SHALL BE PRESSURE TESTED AT 100 PSI, AND SEWER LINE TO BE LAMPED AND LOW PRESSURE AIR TESTED INACCORDANCE WITH THE LATEST AWWA STANDARDS. ALL ABOVE SHALL BE IN ACCORDANCE WITH CITY OF SANFORD REQUIREMENTS AND SPECIFICATIONS, AND D.E.R. RULES AND REGULATIONS. 3. MAINTAIN 36' COVER ON ALL WATER AND FORCE MAIN (FINISH GRADE OR TOP PAVEMENT). 4, INSTALLATION AND STORAGE OF PIPE SHALL MEET PIPE MANUFACTURER'S SPECIFICATION. 5. MAINTAIN TEN (10') FOOT LATERAL SEPARATION BETWEEN WATER AND SEWER LINES. 6. WHEN WATER AND SEWER LINE CROSS WITH LESS THAN 18' OF VERTICAL CLEARANCE, THE SEWER MAIN SHALL BE 20' OF DUCTILE IRON PIPE, C151 EPDXY. r 1; 7, SITE WORK, CONTRACTOR TO LOCATE, VERIFY SIZE, AND CONNECTION OF EXISTING WATER LINE, SEWER LINE, INVERTS AT TIE-IN PRIOR TO } ORDERING MATERIALS AND START OF CONSTRUCTION. STAGING/UTILITIES/STORE OPERATIONS NOTES 1. ACCESS SHALL BE MAINTAINED AT ALL TIMES TO PROPERTIES ADJOINING THE CONSTRUCTION SITES, INCLUDING ROADWAYS PERMANENTLY OR TEMPORARILY CLOSED TO THROUGH TRAFFIC. ACCESS TO PRIVATE PROPERTIES MAY BE RESTRICTED TEMPORARILY FOR THE INSTALLATION OF A SPECIFIC UTILITY OR CONSTRUCTION ACTIVITY. IN THIS EVENT, THE PROPERTYOWNER SHALL BE CONTACTED BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF THE RESTRICTION AND SHALL BE GIVEN THE TIME AND DURATION OF THE RESTRICTION, IN NO EVENT SHALL ACCESS BE DENIED OVERNIGHT OR FOR MORE THAN EIGHT (8) CONSECUTIVE HOURS. IF TEMPORARY ACCESS IS AFFORDED NEAR EXCAVATIONS, SUCH ACCESS SHALL -BE CLEARLY DELINEATED AND ADEQUATE MEASURES TAKEN AS REQUIRED TO INSURE ADEQUATE, SAFE ACCESS. 2. ALL CONTRACTORS STAGING AND MATERIAL STORAGE AREAS MUST BE COORDINATED WITH THE K MART PROJECT REPRESENTATIVE. ALL SUCH AREAS AND CONSTRUCTION METHODS MUST BE DONE IN SUCH A MANNER AS TO CREATE A MINIMUM INTERFERENCE WITH K MART CUSTOMERS AND STORE OPERATIONS. 3. CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS OPERATION OF EXISTING FACILITIES INCLUDING ACCESS TO AND FROM THE REAR OF THE K-MART WITHOUT INTERRUPTION DURING CONSTRUCTION UNLESS SPECIFICALLY AUTHORIZED OTHERWISE BY THE PROJECT REPRESENTATIVE. 4. IN THE EVENT THAT EXISTING UTILITY SERVICES ARE TO BE INTERRUPTED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE RESPECTIVE UTILITY COMPANY AND ALL SERVICE USERS TO BE AFFECTED BY THE SERVICE INTERRUPTION_ ALSO, ALL ' SERVICE INTERRUPTIONS SHALL BE PREFORMED AT OFF-PEAK HOURS TO MINIMIZE THE INCONVENIENCE TO ALL AFFECTED PARTIES. DRUG FOOD LION SHOPS .a Er PAAL� 0 r ELKC OF COIGtL TE 17' LETIL IDS IARLL.L IICi-tt ►ASELL ►ICI-Lr LUU (T II.) 4' HLIo LLAI III iW IL Lx TELLOW 0 o _ Tr., -- �� 1' WLa,L l l ■L� W I TE 0 lrl S. LZRIBIT A PARCEL 1 From the Northwest corner of Section 12, Township 20 South, Ranc;s 30 East, So-minole County, Florida, run South 949.70 feat to the Southwest corner of Lot 40, ANX31DW PLAT OF DRUID PARK, as re"ided in Plat book 7, Pages 5 and 6 of the Public Records of s4miaole County, Floridan thence South 25. 27' 40" Best, 77.65 feet, along the East right of way of State Road No. 15 and 600, to the Point of Beginning, run thence East 190 feet, thence Barth 25' 27' 40" East, 140 feet to the North 11ne of the South 36.3 feet of the aforesaid Lot 40: rim thence East 318.42 feet to the bast line of the East 109.3 feet of said Lot 40; thence north 0. 34' 9" t, 200.4 feet, parallel to the East line of said Lot 40, to the south right of way of Airport boulevard, thence Last 285 feet along said right of way; thence South 0. 38' West, 470.1 feet, thence West 919.17 feet to the aforesaid East right of way of stags Rod no. 15 and 600, thence Borth 25. 27' 40' Last, 159.41 feet to the Point of beginning; PARCEL 2 From the Northwest corner of Section 12, -Township 20 South, Range 30 Last, Semi;. -)la County, Florida, run South along the West line of •aid Section 12, 949.70 feet to a point on thr Last right of way of State Road No. 15 and 600, thance run South 25' 27' 40" West, along said Last right of way of State Bead No. 15 and 600, 364 feet to the Point Of Beginning. Thence run South 64' 32' 20' Last, 368.30 fiat, thence run South 73.12 feet, thence run South 64. 32' 20" East, 264.50 feet, to A point on the South line of the North 1623.55 feet, of said Sac- tion 12, thence ran Bast along said South line of the North 162-4.55 feet, 397.31 feet to a point 680 feat West of the Last line of the West 1499.6 feet of said Section 12, thence run North 0. 331 B;aat, parallel to the East line of the nest 1499.6 feet of said Section 12, 459.75 feet to a point on the South lira of the North 1163.3 fret of said Section 12, Ownce run best along said South line of tm North 1163.8 feat of said Section 12, to a point on the east hats ;bad No. 15 and 400, thence run South 25. 31' 4rigyht of waway of said 0' st, along said Last right of way 126.94 fast to the point of Bwginninyt Contains 7.235 acres, nor* or lass. Parcels 1 and 2 aforedescribed are further conveyed herewith suujeet to, and together with the benefit of, as the case may be, that car- tain storm sewer easement dated August 21, 1957 made betweren Sanford Farmers Auction, Inc. and the State of Florida, recorded in Official Records Book 134, Page 227 of, the Public Records of Seminola County, Florida. GENERAL NOTES .. CONSTRUCTIJN CONTPACTOR AGREES THAT TN ACCORDANCE WITH. GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR. WILL BE REQUIRED -0 ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE WORK ON THIS PROJECT. 2. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFOR- MATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES NOT GUARANTEE THE ACCURACY OF THIS INFORMATION OR THAT ALL EXISTING UNDERGROUND FACILITIES ARE SHOWN. 3. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY AND COORDIN- ATE HIS WORK ACCORDINGLY- THERE SHALL BE NO CLAIM MADE BY THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN CONSTRUC- TION DUE TO THE ADJUSTMENT OR RELOCATION OF UTILITIES. 4. ALL TRAFFIC CONTROLS ON THIS PROJECT SHALL ADHERE TO THE LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND D.O.T. STANDARDS. S. THE OWNER, THE STATE, COUNTY OR K MART CORPORATION SHALL NOT BE HELD LIABLE FOR ANY CLAIMS RESULTING FROM ACCIDENTS OR DAMAGES CAUSED BY THE CONTRACTOR'S FAILURE TO COMPLY WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS DURING THE CONSTRUCTION PERIOD. 6. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE PROJECT SITE UNDER DEVELOPMENT OR THE EXISTING RIGHT-OF-WAYS, CONSTRUCTION AND PERMANENT EASEMENTS AND SHALL NOT TRESPASS UPON THE OTHER PRIVATE PROPERTY WITHOUT THE CONSENT OF THE OWNER . 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE CODES, ORDINANCES AND STANDARD SPECIFICATIONS OF ALL AGENCIES THAT HAVE THE RESPONSIBILITY OF REVIEWING PLANS AND SPECIFICATIONS FOR CONSTRICTION OF ALL ITEMS PER THESE PLANS AND SPECIFICATION IN THIS LOCALITY. e. THE CONTRACTOR SHALL OBTAIN AL_ THE NECESSARY PERMITS AS REQUIRED FOR CONSTRUCTION OF -HIS PROJECT 9. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION OP. PROVIDE ALL SUITABLE FILL MATERIAL AS APPROVED BY THE SOILS ENGINEER AND THE COST SHALL BE INCLUDED IN THE PRICE B:D FOR THE RELATED ITEMS. 10. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORD- ANCE WITH LOCAL AND/OR STATE REQUIREMENTS. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR 130 AS NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. 11. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE FROM DEFECTS IN WORKMANSHIP AND MATERIALS AND IN CONFORM- ANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THAT THE CONTRACTOR SHALL REPLACE OR REPAIR ANY WORK OR MATERIAL FOUND TO BE DEFECTIVE UPON WRITTEN NOTICE FROM EITHER THE DESIGN ENGINEER OR THE COUNTY ENGINEER THAT SAID DEFECTS EXISTING FOR A PERIOD OF (REFER TO SPECS) FROM DATE OF WRITTEN ACCEPTANCE FROM THE OWNER OF THAT PORTION OF THE TOTAL PROJECT WHICH THE CONTRACTOR HAS CONTRACTED TO COMPLETE. 12_ CONTRACTOR TO VERIFY THAT THE PLANS AND SPECIFICATIONS THAT HE IS BUILDING FROM ARE THE VERY LATEST PLANS AND SPECIFI- CATIONS AND FURTHER, TO VERIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY ALL APPLICABLE PERMIT - ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED BY THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND PERMITS HAVING TO BE ADJUSTED OR RE -DONE, SHALL BE DONE AT TH^F, CONTRACTOR'S EXPENSE. 13. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH THE REQUIREMENTS OF ANY AND ALL REVIEWING AND PERMIT - ISSUING AGENCIES, HE SHALL SEEK CLARIFICATION IN WRITING FROM THIS ENGINEER BEFORE COMMENCEMENT OF CONSTRUCTION_ FAILURE TO DO SO SHALL BE AT SOLE EXPENSE TO THE CONTRACTOR. 14. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAK OR DAMAGE TO ANY UTILITY LINE OR APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE , SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERE^ `HAT CONFLICT IN LOCATION WITH NEW CONSTRUCTION, THE CONTACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAv BE RESOLVED. 15. UNLESS NOTES OTHERWISE, ALL DIMENSIONS TO FACE OF CURB. 16. "THE LOCATION OF UNDERGROUND 'ACILITIES OR STRUCTURES SHOWN ARE BASED UPON AVAILABLE RECORDS AT THE TIME -HE PLANS WERE PREPARED AND ARE NOT GUARANTEED 70 BE COMPLETE OR CORRECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TC CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK_ THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF THESE FACILITIES DURING THE COURSE OF THE WORK." 17. THE SITE UTILITY CONTRACTOR IS TO INSTALL THE SANITARY SEWER LEAD(S) TO A DISTANCE OF 5 FT_ OUTSIDE THE BUILDING AND ADEQUATELY MARK THE END. THIS CONTRACTOR IS TO INSTALL STORM SEWER LEADS FOR DOWNSPOUT CONNECTIONS TO THE BUILDING WALL AND PROVIDE AN ELBOW AND HUB TO 6' ABOVE THE FINISHED PAVEMENT_ FINAL CAULKED CONNECTION BETWEEN DOWNSPOUT AND HUB TO BE MADE BY SHEET METAL CONTRACTOR. LOCATION MAP N.T.S. LEGEND 1�0 NEW & REALIGNED PARKING SPACES 12 EXISTING PARKING SPACES TO BE RESTRIPED 18 EXISTING PARKING SPACES NEW HEAVY DUTY ASPHALT CONC. NEW LIGHT DUTY ASPHALT CONC. a EXISTING STRIPING & ISLANDS zi PROPOSED STRIPING & ISLANDS SITE INFORMATION GENERAL STATEMENT THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL BE THE CONSTRUCTION OF AN ADDITION OF SALES AREA AND RELOCATION OF GARDEN SHOP AND AUTO SERVICE TO THE EXISTING K-MART TOGETHER WITH ALL IMPROVEMENTS SHOWN HEREON. SITE DATA PROJECT NAME: K-HART STORE 0 7228 LOCATION 3101 ORLANDO DRIVE SANFORD, FLORIDA OWNER K-MART CORPORATION ADDRESS 2901 CLAIRMONT ROAD, N_ E_ ATLANTA. GEORGIA 30329 TELEPHONE (404) 320-2504 PRESENT ZONING: GC2 (GENERAL COMMERICAL) LAND USE: (COMMERCIAL) ALL SURROUNDING PROPERTIES HAVE GENERAL COMMERCIAL USE. SET BACK: SIDE 10, REAR 20' PARKING DATA: 1) K-MART (EXISTING) RETAIL = 68,437 S. F. GARDEN SHOP = -8,813 S. F. K-MART (NEW) RETAIL = 21,532 S. F. GARDEN SHOP = 5,840 S. F. TOTAL86,994 S. F. 2) K-MART (EXISTING) RETAIL = 13,00: 5_ F. TOTAL 99,994 S. F_ PARKING REQUIRED: 99,994 S. F. X 1 = 333 SPACES 300 3) FOOD LION: 29,000 S. F. X 1 = 145 SPACES 200 TOTAL PARKING REQUIRED: 487 / TOTAL PARKING PROVIDED: REGULAR 505 HANDICAP 10 TOTAL 515 UTILITY COMPANIES WATER AND SEWER CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FLORIDA 32771 407-330-5630 ELECTRIC FLORIDA POWER 3 LIGHT 160 VOLUSIA PLAZA DRIVE DAYTONA BEACH, FLORIDA 32114 1-800-226-6543 TELEPHONE SOUTHERN BELL 500 N. ORANGE AVENUE ORLANDO, FLORIDA 328C2 407-780-2800 SOUTHERN BELL CABLE LOCATING SERVICE 407-237-3498 GAS FLORIDA PUBLIC UTILITIES 630 W. 6TH STREET SANFORD, FLORIDA 32771 407-322-5733 A-pPI*idVED �� W 4�(s �DEy� 1��-2-� S �•�.IJ,GI� E�,tGIINIEL ING PLANS DATE I ----c I 7 a ------ ------------- SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC 5110 WEST HIGHWAY 40OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100DRAWNBY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 OVERALL SITE LAY -OUT PLAN JW g,_058 C. W. 1 CITY OF SANFORD, FL. 1 O-1 O- 91 DRAWN, C. W. QPER 2 PER FOOD LION 1 1 -7-91 ADDITION AND REMOLDING TO: K MART STORE NO. 7228 PROPOSED: ROOD LION 3101 ORLANDO DR. SANFORD, FLORIDA DATE 0a-11-91 C v� 4 PE fZ SU V EY <D �� - q 2 *EEr NUMBU C-1 OF C- 5 amm I- i i a a SCALE: 1" = 50' / ON A 12 / 0 415.23' / / OWNED BY OTHERS �y PER SITE PLAN r 12 30' EAST 190.00, / S � V p o} EAST 318.42' — AIRPORT BOU1.._.EVARC7 (66' RIGHT OF WAY PER SITE PLAN) P.P. / O \\ P.P. EAST 285,00'- L.P 20 SPACES U / y 0 / �— od �, � OWNED BY OTHERS 20 SPACES / o — — — — — — — I PER SITE PLAN— �O OO ��QQ / L.P. 22 SPACES L.P. �•tu U _ r^ / REMOVE TO NEAREST JOINT e 2 owe Vol, O / 0"? P. lV �/ / yj 23 SPACES •P:p 11 SPACES Ai .P. L.P. — _ — _ _ _ 24 SPACES -� VALVED4L_F'• —EAST 190.00, L \ j 26 SPACES --_— = - -�--A i /N 13 SPACES L.P. ^� L.P. L.P / . 27 SPACES ry 18 SPACES M / 24 SPACES //-------- -- ___ ___ _�__ -► i e 22 SPACES (STANDARD) U v / ry / 20 SPACES HC \ I 1 HANDICAPI \ v 10 / k / 11) ry I i 4o V o M 22 SPACES (STANDARD) ( / HC S.P. � 21 SPACES / 1 HANDICAP — — — _ - — � 21 SPACES — — 22 SPACES (S iANDARD) / 2SC I • r7I 2 HANDICAP �- Al- f�c/F, TO BE RELOCATED / J K—MART I SIGN v SIGN POST TO BE REMOVED 24'R.C.P. 3 HC 21 SPACES L P 3 HANDICAP L.P\ IS.P, I }� t a 0 Ilio u III r-7 \ 23 SPACES 3 HC 17 SPACES (STANDARD) S.P. \ \ CATCH BASIN 3 HC 6 HANDICAP EXISTING \ ASPHALT �. �P w 24"R.C.P. SPACE 10' ROOFED WALK \ I /T/771-/7T//77177/77 \� ( O \� EWER U oI 17 SPACES �I .F- 17 SPACES P I\J - n iw FIRE HYDRANT TO BE RELOCATED � I I�III a— -Ja- 77.0 � I I I II I IIIII� � I l 10 EXISTING K—MART � U J I� I III m FINISHED FLOOR — 42.35' 7 I U o � �I 31 II 0)N� ail 113 >7 _� N I U ,j I�I I I Il o ROOFED LOADING f{ ( I (I co DOCK // I n III0 v) -I TRANSFORMER ROOM J �U II ��l I III I I CII TO BE REMOVED 15�� BEYOND LIMIT OF I I 212.00' BLDO. I I I \` ?B T p LEAN OUT � sA w o EXISTING RETAIL w S Qu3 2 `eS I O I OAIR CONDITIONER W I 0+ \ O PAD IL Z \ % TRANSFORMER 75.00' ST yCa 38830. \ \� t EXISTING DIRT / 04 ��Z_Z_/Zzzz./ N ¢3'-6.. 0.24"R.C.P. M 1.30, J F $ JF / R 1 qI / �f1�-Z1 GUTTER nJ �\� ( U V/PAD `EXISTING ,+� , iJP."(T fP) CONCRETE BASEWOOD DECK ASPHALT \` / 6 FIRE HYDRANT & VALVE P I I I OI I � TO BE REMOVED `POWER POLE SAN. M.H. TO I I I CONTROL PANE / / WITH GUY WIRE REMAIN 6 LF 8"V.C. Q LIFT STATION a L WITH METAL LID O __AA xxXx CATCH REMOVE CATCH BASIN BASIN REMOVE POWER POLE 15" REINFORCED CONCRETE PIPE WITH GUY WIRE — = — _^ � � � AND HEADWALL ( NOTE: EXISTING STANDARD PARKING SPACES ARE 10' x 23' EXISTING HANDICAP PARKING SPACES ARE 12' x 23' REMOVE 2' CURB/ Se 3 2 & GUTTER 20• E NATURAL POND IN THIS AREA ? REMOVE 8qc \ CONCRETE SPILLWAY s0. EAST 397.31' r_ EM_= TO BE REMOVED SAW CUT ALONG LINE SHOWN SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 [DEMOLITION PLAN J08 NUMBER HARBCO 91-058 omm BY C.w. C W 1 PER CITY & CLIENT 1 U —1 4— 91 Q DATE 08-03--91 ADDITION AND REMOLDING TO: K MART STORE NO. 7228 PROPOSED: FOC.'® LIONC-2 AIRPORT BOULEVARD SANFORD, FLORIDA SHEET NUMBER OF C-5 SHEETS b i i SCALE. 1" = 50" / •z / e kiS r � 7� SOUTHERN BELL RO U.G. CABLE SIGN` Q / A � � �V 0 -J SOUTHERN BELL J• O MANHOLES 4v -� v+ / - WATER c / IRRIGATION VALVE: P FAUCET J 7 WATER VALVES 1-11_ WATER METER' END 18" RCP FLOW = 41.07' - AIRPORT BOULEVARD WATER VALVE FLOW 14` RCP = 40.72' FLOW 14" RCP 40.77' (66' RIGHT OF WAY PER SITE PLAN) bbIK P.P. FIRE HYDRANT / dP.P. EAST 285.0, _ � '.•..t"• '�. .oat•: i!. i;. '"•. !" j` i"�'• ��:i.t�'a.•.: 1 - 415.23' MASTER WATER METER (EXISTING) CATCH BASIN I 2' CURB �_ -- � DOUBLE CHECK BACKFLOW TOP - 43.64 J PF EVENTER/FABCO OR EQUAL (NEW) E FLOW 18" RCP - 41.96' I +) / W FLOW 16' RCP - 41.84' r II GAS VALVE / - b SAN. M.H. I CATCH BASIN / TOP = 44.02 - - TOP 41. W FLOW 8' CLAY - 39.06' -► -.~� I II 5 FLOW 15' RCP = 38.48 N FLOW 12" CLAY - 37.S FLOW 12" CLAY 23 E FLOW 12" CLAY - 38.52' I P. I -L I `�-� (� i ( II CATCH BASIN OWNED BY OTHERS N II ;l-\J \vl TOP = 41.05' ^ N FLOW 15` RCP = 38.40 NN INLET TYPE'C" U I II S FLOW 15" RCP - 38.22 X-X-X-X--X X-X NE INV - 41.3 SW INV 15"RCP = 38.5 X (�S INV - 38.8 II p OIL INTERCEPTOR/ I W SW INV = 39.0 9 r I SAND do MUD II I TRAP O Y,�„;' (SEE SHT C-5 O .... :".,i'6.... �% ...... FOR DETAILS) / xID s : U I _::::....�:..:.::.. 6' CHAIN LINK LIMITS F NEW S'C 'tiYLL• ::EICl.. NEW SAN M.H. ........................ ..... / O .......::::'::':: X FENCE 0 I PAVMT MATCH .•� ;Yy:•:= g^;;LJ7+OR�0.tt�3':.- TOP EL 40.60 EXIST. GRADE v::::::..:.:�: INV EL-37.95 Z I ..- 4 I P.P. �.t:. ;,'P.V.::::. :..: 11 INV EL-37.05 W :. }iV :::..... . emu:: ....................... .......... ........................ ................... ................ 4' CHAIN LINK FENCE ""' """" D INSTALL .47G SLOPE •••.•':' ALL 112 LF 8'P �s. FIRE HYDRANT (RELOCATED) P.P. INSTA t::EO'.... .. '..... 6 WITH WATER VALVES -. -X P 81 U C3tiA1W ::::: .++ ' AST 190.00' - ` ::' .:::' NEW _ NEW PAVMT. $0 E EAST 318.42' LIMITS OF N p CATCH :1ASIN b 1. :r.N'rr::" /� 1 AjJTO 41- MATCH EXIST. GRADE TOP 44.75' b -•• "• N FLOW 38' RCP 38.85' bMb X""�'x ' ' X C b� -a\ � EXIST. CATCH BASIN/CHANGE TO M.H. it Af 4 �:::: :: I EXIST TOP= Op / N :: �' :': 3RCP -A36 780 EL=41.5 o.s. N SOW 15' RCP OWNED BY OTHERS OO k N AREA I P. 5E FLOW 15" RCP = 36.56 /�p V / - -�- - -¢- •, SEE PLUMBING o. "" I W FLOW 6" PVC - 37.28' O �(� .. L P. PLANS FOR i •. ••�� I II �. L.P. / ...... h C LIFT STATION CONTROL BOX 4 1/ I . •.• NEW C..OVEREL� DETAILS NEW v t N A`! 8AL_E$ A74EA o.s :ff". E ► : Q ' SANITARY MANHOLE F.F.EL- 42.38 LIFT STATION T,B.M.1 ' p -44,23 8 ::. ,: CATCH BASIN •? ELEV. N RIM = 47.31 iq TOP p // %� I NW FLOW 15' RCP 35.39 PM Q /vIry / ` -,�� b -'^� 1 I/771%7%%-/T%1%%%%/%%�%%%%/%�%177 %- Q II NW FLOW 6" IRON = 35.88' Q / /ry ---�''5 Y / 213' O" SW FLOW 12' IRON 35.53' i� �''F'�'`'- /• � I S FLOW 15' RCP = 35.15 L.P. ` I Y CONC. RAMP VALVE D4L.P -EAST 190.00_ /_ I /4\ 41.79 I / Ia II TIE INTO EXIST. + TOPCH 41 BA.410' / I \'\18- J f ,�1I U INV EL-37.45 WO EXPRESS !- ' ~ S FLOW 1 B' RCP "- 38.I-{c) I L.P I I O CATCH BASIN I I I II ' TOP - 42.59' 18" R.C.P. ] I I = T }{-}-EXIST M.H. FOR CREASE TRAP S FLOW 36" RCP 31.25' 70P = 41.9 2' � 4 A �'1 I EXtSTIIN® K-MART Y 'I �y ` I FINISHED FLOOR - 42.38' 7�il I U Q I O 10 �-- -I ID SWALE W/ II '°( I oIOR BERMS WHERE ELEV. VARIES a 111 PROV IDE SWALE I ci n � b / � I II S.P.I I/ ROOFED LOADING 1 f / TOP DOCK - 42.28' I I 11 BOTTOM DOCK - 38.40F WATER VALVE L�_�24'R_C.P. Gx� O TRANSFORMER ROOM -4 4 / 1 1 Z I I 11 SANITARY MANHOLE 24`R.C.P. U I I SEALED WITH •ASPHALT CATCH BASIN --� � TOP - 4-0.80' CATCH BASIN �. % ® /J ONC N FLOW 36" RCP - 35. 8' I "' I I II INV EL= 38.04 (VERIFY) E FLOW 24 RCP = 38.55' TOP - 40.87' I / MATCH E1.IST S FLOW 42" RCP - 35.4 W FLOW 24" RCP = 3�.33 PAVEMENT / W { (\N FLOW 16' RCP 3 b I TIE INTO EXISTING 1�// EXIST. 8 GATE VALVE(VERIFY EXACT LOCATION) "' CATCH BASIN ��T�-��Tf-/��7�/� EXIST. 8�� x 6�� REDUCER (VERIFY EXACT LOCATION) r `` W TOP 40.83' 1 /��/ �� 4' L1 11 ��ZL�-Z A. �� 3B.9 P lr W FLOW 24" RC P �•.�:'� SLOPE .s INSTALL 50 LF OF 8"PVC ® 0.4R MIN. •• •• ............ I U E FLOW 24' RCP 38.96' ...............IT .... .............-- SEE PLUMBING NEW Z F.F.EL.=42.38 8` '::':::':'%: 10'MIN. �r O PLANS FOR BAL��f•A�EA •••• 0 U SEWER DETAILS INSTALL 91 LF 8'PVC 0 0.4R � INSTALL 12"PVC ® 17G SLOPE CLEAN OUT EXISTING RETAIL ..�'.' I JSTALL 90 LF 6' PVC ® 0.4% 6 (T�') U NEW FIN. FL. EL - 42.28 40.7 b E 10' 10' p INSTALL 170 LF OF I 8"PVC W.M. O MACH EXIST b' _ � LION i �: :��Y..��::'::•:::•:::��• M.H. ...................................................... : FOOD ............................................................ PAVEMENT .'•®'.•®.'." .. .. . NEW SAN F.F.EL -42.4 :':04 ::::::'::'::: ' ' lQ•MtN::::::::: t TOP EL 38.0 ...... ................ ....... .. ............... .. ...... ....... ..:.......:.. ................. ..... . ... .... ..... W :::::::..... p::::':::::::::::: :.'::' E INV-35.41 9 TRANSFORMER i LULL/11 : ' ::•: • .........':.. .:........ _ ..... �rt�'�' 0 W EL-35.79 ...... ............. FIRE HYDRANT I I AIR CONDITIONER PAD /' b� 0!'>- / 1• 1 U rJ L, & VALVE SAN. M.H. PAD /1 NEW 750 GAL g J% 2, C INV-33.0 E Mq� �r TOP - 40.16' �l1L/1/A GREASE TRAP �( d` / CATCH BASIN N ' N FLOW 8' CLAY - 38.31' (SEE SHT. C-5 �$ / ,�R (TYP) N \ I E FLOW 8' CLAY - 36.36' FOR DETAILS) i t�' p TOP = 37.58' ��YI �-�� FLOW 24" RCP 32.26' IDLIMITS OF NEW �P`t• / EXISTING5� 2 WATER VALVES PAVMT MATCH ASPHALT--, WITH HACKFLOW PREVENTER I J I EXIST. GRADE CONC. BASE :�*� �5-� „F,`�✓ N I 1 I p I NEW SAN. M.N. TIE INTO EXISTING TIE INTO EXISTING I TOP-41.0 / // NW EL-35.94 CONTROL ,( -� t` LIMITS OF NEW INSTALL 83 LF 8"PVC E E! -35.93 PANEL � � 6.0 TOP HEADWALL - 35.05' PAVMT MATCH I I O 0.4% 4 / FLOW 24" RCP 32.08' EXIST. GRADE NEW SAN. M.H. �' 4.� LIFT STATION TOP EL-40.0 (TF.Y TO 10 ...... :':":':,5,.:::: ........................ ..'.'...'...'.'gV �::.�' WITH METAL LID MATCH w/EXIST. EL) CATCH BASIN �"�`.. �.'.L .';,+w. ...nJt+ TOP - 38.91' t.6 ..nh ..... ' .:::::: E INV.= 34.41 .... TOP = 39.40' IS'." rA-��+"�• : LID 1S LOCKED ,Zy•• °�: .r-. .".+fie•• +�►" S.W. INV.- 35.4 (VERIFY PRIOR b FLOW 42" RCP = 34.09' :: '¢`�y��0 .: ��. �i• : �+';.: Iit,..'::: ': :: TO INSTALLATION) b :• .. �:/1i.`y... B ...w. :;i;i:.•ir!1 .:A ,:'::.:'..: ......... .......... P. ...................... ........... . ........... ... ......., : ::.::' :•::::::• :•::::..::::: INSTALL 4' CONC FLUME TIE INTO EXISTING TIE INTO EXISTING v L b XIST INV. 69 TOP EL-37.5 INVERT ELEVATION. (CONTRACTOR %.+ TO VERIFY , w/MIN SLOPE OF 0.4'. tK CA/ INSTALL 15' OF �j "RCP 32.5 34.0 NATURAL POND IN THIS AREA I NOTES: (e432' + NEW CONC. SPILLWAY 1. CONTRACTOR TO USE BARRIER FOR FILL SLOPES, ALONG THE NATURAL POND AREA WHERE THE CONSTRUCTION IS GOING. ( SEE DETAIL) 2. CONTRACTOR TO USE 4" PUMP OR SMALLER FOR DEWATERING 81 PROVIDE A TEMP. SETTLEMENT BASIN FOR DISCHARGE. 3. BREAK IN ISLAND TO SWALE SHALL BE LOCATED BY CONTRACTOR ON SITE. °I ° I Flow Bales To Butt ° � W Ancib � Bales lth 2 - 2� x Z' x 4' Stakes Per Bale. PLAN Loose Soll Placed By Shove/ And Lightly, 6,'Mtn. Composted Along The Upstream Edge Of Bales Fill Slope ELE- VA TION TO BE USED AT SELECTED SITES WHERE THE NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE BARRIERS FOR FILL SLOPES REMOVE DIRT � do EXTEND POND .0\ • NEW MODIFIED U-TYPE CONC. 1•0 ' ENDWALL s0, 0� b EAST 397 31' j 5 + - On EXIST. CURB �\ _I EXIST. PAVEMENT 6�� F � SOD _ �_ 16" - // I 4+ _ 011 A. a TYPICAL LONG ISLANDS MODIFIED FOR SWALE AREA I , N.T. S. LEGEND - LT. LIGHT POLE S.P. - SIGN POST CONC. - CONCRETE RCP - REINFORCED CONCRETE PIPE P.P. - POWER POLE ELEV. - ELEVATION T.H.M. - TEMPORARY BENCH MARK WV = WATER VALVE LIMITS OF NEW PAVMT MATCH EXIST, GRADE EXIST. GRADES PROP. GRADES +CURBING IS 6' X 18' UNLESS NOTED JOB NUMBER HARBCO 91-o58 DRAWN BY cry DATE OG-11-In SHEET NUMBER C-3 of C-5 S->EM a 0 SIGN CW CW CW REVISION DATE PER CITY & CLIENT 1 O/1 E,191 PER ST. JOHNS WATER MANAGEMENT 12 /5 /91 PER ST. JOHNS WATER MANAGEMENT 01-10-92 PEA. oI• -IC, - 12 FLORIDA DESIGN PROFESSIONALS, INC 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMOLDING TO: K MART STORE NO. 7228 PROPOSED: FOOID LION 3101 ORLANDO DR. SANFORD, FLORIDA OVERALL DRAINAGE AND UTILITY PLAN END 16" RCP FLOW = 41.07' O AIRPORT BOULEVARD W VALVE (66' RIGHT OF WAY PER SITE PLAN) FLOW 14" RCP = 40.72' I Ix ttx� CATCH BASIN TOP = 43.64 E FLOW 16" RCP = 4 W FLOW 16" RCP = z / EAST �l� 285.00' \\ Z.- • - - - ';: ".>r':? 2' CURB GAS VALVE II FLOW 14" RCP = 40.77' 1 FIRE HYDRANT MASTER WATER METER WITH 2 VALVES (EXIST.) DOUBLE CHECK BACKFLOW PREVENTER/FABCO OR EQUAL(NEW) N SAN. M.H. ' II I II , I 4- TOP = 4.02 S CAL.: 1' = 30' W FLOW 8" CLAY = 39.06' N FLOW 12" CLAY = 37.23' �� P S FLOW 12" CLAY = 37.70' p P E FLOW 12" CLAY = 38.52 O II L� II 0 c? NEW TYPE"C" INLET `� I CATCH BASIN TOP = 41.05' N I I \� TOP EL= 41 .3 � 0) NE INV = 38.8 �� I N FLOW 15" RCP = 38.40' 4� S INV = 38.9 S FLOW 15" RCP = 38.22 X X _F-- x- -_C X • SW INV = 39.0 I I SW INV 15" RCP = 38.5 IIOIL INTERCEPTOR/ I'� I SAND & MUD I I St .. '. '.'.'.....'..'.....'.'.'. .... . ... TR A P .'.'..'.'.'.'.'.'.'.'.'.'.'.'.' .Y:: 1 �` `cam I (SEE PLUMB. PLANS O If 0 :.':.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:....:.:.�.c�...:..:..::..... II FOR DETAILS) r� -- a ........ '.'.'.:. '..'.:!":.:.:.:.:.:.:. I #-- INSTALL 38 LF 6"PVC ® 1 6' CHAIN LINK O I I PX LIMITS OF NEWZ".:.:.:.:.:.:.:...'.'.'.'.'.'.,.'.'.'.:.:.'.:.:.......':.:::.:.:..:.L:...!......................j......: �' FEN CE 0 PAVMT MATCH ..`'��'C..'.'.''.'.'.'.'.'.' '.'l��'STA I L'.'.6 Q'.'..'.'.'.'. �� NEW SAN M.H. EXIST. GRADE : : : : .:::::.::":::......'.'.'.'.'.'. +.�`"•'• 6'.;. "U.='DR./�i.t�l .'.'.'.'.' -9 TOP EL= 40.60 ........ .. 41.5 INV EL=37.95 P. P. .. .......12"F�VG ....................... :::: O .. " �\� INV EL=37.95 W C,p I l x :::. ... :':':':' :':':' " a P VQ. ," I INSTALL 1 1 2 LF 8"PVC ® 0.4% SLOPE 4' .�5' 6 6.' ....'. X I �'...." D. FIRE HYDRANT (RELOCATED) I N S TA ..'.'.'.'.'.'.' o. S. 6 , D . S. ) '---hex - 6 U-f0,R-;Al-N:.:.:.....'...........'.'.'.' II WITH WATER VALVES 30 EAST 1 90.00 _ _ . . ."\ .. :.:.:.: .......... ::.: \..:,,..,� CATCH BASIN / EAST 318.42' �� 1 NEW f. TOP = 44.75' �` / �o \ > :..::::::".... 41 .6 41.4:.:.:.:.:.'.'.:.'..:.:.:.:.:.'.'.'.' I I____LIMITS OF N E �N PAVMT. N FLOW 36" RCP = 36.85' ��2 �� 00 41.8 AUTO ( MATCH EXIST. GRADE SERVICE :::::::: : :: \, I I Q.: . .:.:.:.:.: I 1 'EXIST. CATCH BASIN/CHANGE TO M.H. <v 42.2 � 37 :....::.:.:.:.:.: •, II EXIST TOP=39.73/RAISE TO EL=41.3 �� OWNED BY OTHERSO O P. N FLOW 15" RCP = 36.78 GARDEN AREA 8" ..'.'..'. SE FLOW 1 5" RCP = 36.56 /pAL. P.� I : I W FLOW 6" PVC = 37.26' L..P. SEE PLUMBING D.s. �• I� A4,5 �� ; PLANS FOR I I �y LIFT STATION CONTROL BOX INSTALL 1 2 PVC ® 1 % SLOPE ye.- NSW COVERED DE SAILS i�i��M 6 (TYP);..:.:, :. I o SANITARY MANHOLE GARDEN AREA - 4.r-4 23 ��b� SALES AREA D.s. :::.:: ;.:.....: I LIFT STATION T.B.M. �1 F.F.EL- 42.38 SOUTHERN BE ELEV. N RIM - 47.31 /v ...� BELL Ix ^ - s . Lo I CATCH BASIN U.G. CABLE SIGN rah S. P. �/ 3� ra'� 41.4 -FOP = 40.14 '� �tx t` 2i D'S• NW FLOW 1 5" RCP - 35.39 0 \® -,�- � -- - I 7-1777777�r-/11'717 Ti�r�rr-��i-�/-i�-r .... I I » L . P!� to , ��' Dx N O• I N W FLOW 6 IRON = 35.86 214.00' , SW FLOW 12" IRON = 35.53' F� P. L. P. 4 -.�-� I = I S FLOW 15" RCP 35.15 \� r EXISTING K IVIART CONC. RAMPVALVEDQL P EAST 190.00 L.P. �. I I I I ®4� 9 FINISHED FLOOR = 42 38' 3�5 9 CATCH BASIN, I I I TIE INTO EXISTING WO EXPRESS `9� r TOP = 41.40 I 00I II INV EL=37.45 S FLOC! 16 RCP = 31. P9 046,18 w m v� MATCH NEW ASP. CONC TO EXIST GRADE J� I n1. N 41 5.23' X I X I X 4 CHAIN LINK FENCE I ti0 Q Q . V 41,47 24"R.C.P. CATCH BASIN 'TOP = 40.80' I 41. 1,19 LIMITS OF NEW TRANSFORMER ROOM SANITARY MANHOLE /TOP = 40.06 SEALED WITH ASPHALT INV EL= 36.04 ( VERIFY) CATCH BASIN PAVMT MATCH OU I I I II N FLOW 36" RCP = 35.88' I I E FLOW 24" RCP = 36.55' TOP = 40.87' / EXIST. GRADE S FLOW 42" RCP = 35.48W FLOW 24" RCP = 29.43' / oj� W N FLOW 16" RCP = 29.99' Itx .: �� / CL ,�� <' `.. .' I _ I�r'I I� ��'l'; EXIST. 8" GATE VALVE �. ... tx D� I .'.'.'.'.'.'.'.'.'.'.'.'.'.'........... I I l to \ 8 :::.'.'.'.'.'.'.'.'. p................'...``. O H CATCH BASIN _ EXI ST. 6" x 8" REDU CER \ q5,3 0. CATCH I >Y TOP = 40.83' T/-�/-/7-/�/7��TTT�tx ��/ of TIE INTO EXISTING \ \ \........ ............ ' :':':':':':':':' z W FLOW 24" RCP _ 3 6.9 4' E FLOW 24" RCP 36.96' \\ „/ ::: :..... . U \ / I SEWER S\ \ U CLEAN OUT.......... NEW tx O I 0 FOOD LION LL w \ I FIRE HYDRANT & VALVE A/C PAD n�2i SAN. M.H. �' TOP = 40.16' N FLOW 8" CLAY = 36.31' �►L� �1 I O E FLOW 8" CLAY = 36.36' ® LIMITS OF NEW 00 PAVMT MATCH EXIST. GRADE N O I ILo NEW SAN. M.H. TOP= 2-WV w/BACK FLOW PREVENTER CATCH BASIN TOP = 39.40' FLOW 42" RCP = 34.09' P.P\ �. INV. 33.69 INSTALL' 15 LF OF 42"RCP NEb/ HEAD\\/ALL Z/ �L/-ZZZ«/_L/-�/-�/ i D.S. INSTALL 50 LF OF 8"PVC ® 0.4% MIN. SLOPE .. ........•......... NEW 8., _ ..';.;:;.;.;.'.'.......... ....... EXISTING RETAIL SALES AREA D.S. \ INSTALL 1 2"PVC ® 1 % SLOPE 29' :.. '. :::. ........'. INSTALL G1 LF 6" PVC ® 1% 6" TYP 40.75 40.4 3 :'. ..� . . 9.80 D.s. INSTALL 170 LF OF .... .'.'.'.'.'....'.'.'. :':'::::::::.:: 6 "PVC W.M. o. ............. TRANSFORMER:5� .............................. "..CCU ... ... ..................'. ............... ...........•.......... ..'.'. :.... .w+. CATCH BASIN j //�/-L j �- _ TOP EL- 38.0 'OFGAL,,�1 G 40.00 n^j I P. / �/�/1�/�/ �yti GREASE NEW OTRAP p�'` INV=33.0 24" R.C.P. \. \360� ,� l�'� �o� 2' CURB 8c GUTTE \ SNOOD DECK / / 6(TYP) TOP HEADWALL = 35.05' EXISTING O / 3� FLOW 24" RCP = 32.06' CONC. BASE /ASPHALT 2 -3 � 3 CONTROL PANEL 3� 02 .:.4a10 : Q -- LIFT STATION ,.. WITH METAL LID 32 3 TOP = 38.91 ' LID IS LOCKED VERIFY INV. PRIOR TO INSTALLATION � � a ----- -3 4 . 0 S6�'3 36.0 NE\\/ CON C 2' SPILL\\/AY E ' \ 26 ' i GU1 BAJCK ' II 0 II z I CONIC CURB ppSTuQm EA "'A i TYPICAL BEI TYESAL SEGTT ,�Fttr+G AREA -y 1 1/2" TYPE "S-1" ASPHALT CONC. D 1 If yi• rP /'' I Y 8" COMPACTED LIMEROCK BASE ' � t pUYpCUD AS r__.. —..--� - - 44 RE= TYP , --�- 95% OF THE MODIFIED PROCTOR I — — - 4 THICK CONC. J — - ! r ri D W MAX. DENSITY (ASTMD 1557) IMP - - A i1 A a 6" CURB 5' FEATHER , TEE/TEE W/ PLUGGED BRANCH TEE WITH PLUGGED KM \�`.\ / �) -- D /(- (/ _ r 5' MIN. EXIST. PAVM'T. Via• . -- ♦ 4 - 12' 0 C E W 1 - ♦Y TYP EA CCL:_AR 0- 43 • l0 X l0 - IO �Q W Y1�f +~ - ' 2" THICKCONIC. EXIST. SHELL BASE n E WOOS T Y P ^� `� ---- — — — SEE TABIF TiGS SNT 2"CLEAR SPLASH PAD EXIST. SUBASE VARIES 2� - vawErhul--' }'8' 6x6-10/10 WIRE MESH I � _ T Y P• CU/I C. 0 / F C N 5 E C % 00 n1 8" STABILIZED SUBGRADE COMPACTED TO wmILVE Py[,� '.I i N �' _ " 95% OF THE MODIFIED PROCTOR J�7 MAX. DENSITY (ASTMD1557) IM L9E YALYE PLUGGED END - TO MIN. DEPTH OF 2 i G - 9c • Tern -�• r r 2- REQ� �„ CONC. FLUME DETAIL �''+(�J 2- RE30 E� END OF CHANNEL FOR LI�.� HT DUTY A TERMINAL M.11. (�J T . 1. I REO'D W/2 r®rl _TROWEL-FINISHED 17• I •S� CONCRETE BASE - CONCRETE BENCHING. PAVEMENT TRANSITION , SEE MANHOLE r �£ CROSSES _ ��" �JC-- CONNECTION DETAIL .T SLOCX DE7ALS _ - - - DETAILS Ti�iiS _ - N.T.S. - - I SAMPLING CLEANOUT CHANNEL 10 BE U-SHAPED, SMOOTH, PRECAST MANHOLE 0.B HEIGHT OF THE _ PLU6 AT LARGEST PIPE DIA. f irs0*0 GRA[lE INLET - 3 CUTLET2" TYPE "S-1" ASPHALT CONC. MA E L JT. 4• 1E __-- M/1TEliIAL 1 -6" 10" COMPACTED LIMEROCK BASE 95% OF THE MODIFIED PROCTOR �• � ' - �' MANHOLE FLOW CHANNEL PLAN " N.r.S. 2 BRACKET'S OR PADErE5 ON MAX. DENSITY (ASTMD 1557) 24" CIA. MANHOLE ON OPPOSITE ENDS OF SLAB (TYP) ( STAINLESS 5TELL) � 4 PYC P+PC THREADED PLU G THREACET� THREADED CLEANOUT CAP 5' MIN. 5' FEATHER 10 TON TRAM C LID PLU G EXIST. P A V M' T. zz sr0.c.1.NON - _ N4 REINF. BARS, 1' O. C. EXIST. SHELL BASE ®•� STAMQI�O ROCKING rrPE (I [J❑ GROUT TAPE /LUG covER. MIN. I- — — — — [j I:] El ❑ ❑ INLET - i_ 4"C(A. MIN EXIST. SUBASE ; -� - - — _ramp o_T - LIQUID LEVEL 3" - OUTLET El EOF Q� ❑ ED r 6,. O CLEANOUT DETAIL ° GROUT 4" 8„ 50L1D PRECAST BAFfT1_ OR 10" STABILIZED SUBGRADE COMPACTED TO - _ 8,• _ 5% OF THE MODIFIED PROCTOR • 8' x 8" x 16 CONCRETE BLO GK 9 E D } ' r MAX. DENSITY (ASTMDI 557) FILLED �vlTr t CONR>�zTE T C MIN. DEPTH 0 F 2 MANHOLE FRAME � COVER SHALL BE No. 32, (FRAME WT. 250 - PLAN COVER WT. 160 ), AS MANUFACTURED BY U.S. FOUNDRY k MFG. CORP., OR 3' 4' PLAN APPROVED EQUAL. _z"T l,' GREASE TRAP DETAIL_ HEAVY DUTY 0 —L--- T `7_--i - —T iU " NOTE: 7 =_ - -- - k 22 /4 (COVER) COVER 10 BE CAST N.T.S. PAVEMENT TRANSITION WITH 2213�6 (FRAME) I RAISED LEIIEItS. 1 1 1 MIN. [DETAIL I_ HEIGHT. w II -------`- s .1 -- - - 20 /d ---- N.T.S. - .4 _Y L- •- -` L c i Ii I I L - - -- 24' ---- --I SEC 110N PLAN ---- - SEC FION 6 " TYPE C v o — Apa'a•. W e ;ght 2-7-5 Lb.. ,� � � o J. 3' -'I" COVER BY AR CI-t. TRADES _ 2" R 5 j 3" VENT (� PLUMBING PLANS) r� -•,I —STANDARD MANHOLE FRAME AND COVER ....... t---:— ' N.r.S. 6"TO SAN. SEW •. --------- Grote I 1 11 2'-6' "^�' 2" Cl. Eye Bolt 4' — 2" 6,. 6 See Index 201 — — — — — — — — — 6" C.I. INLET- MANHOLE FRAME .t COVER 5 ! qq " — 2" 6,. . 6" X6" X3" TEE '•' I 1 I— —I 1�_I 1—) I 1-1 I 1-1 I ELLVATVEIIS SFkUSII IN UAVID AREAR?AS AT 1'-8' 1'-8' .1.1 -'��'I j Imo*' SEE DETAIL 6115 S,IEE7 6" ,i #4 1 6"DADA a4 8firS r`i FRAMES BEDDED IN MORTAR ' — II —f — co)'i,iisEs �uAxSrlcx (ulN.) 6„2- 4 CONT. Ile 3 -tQ SEC TION - 1' -10" 3' # y v TYPE C I'-6• MIN. 3 =0 MAx N Q Recommended Vuximum Pipe Size: 2 1 = 2'-0" WaII IJi" Pipe OIL_ INTERCEPTOR DETAIL CONC. CURB 3' l° Wall-24" Pipe PRECAST CONCRETE ASTII C-475 VARIES TYPE C S,rvlght 3ar5 2"x ,10 4• DIA. S• MIN. N.T.S. (F.D.O.T. TYPE D) . N.T.S. Reticuline Bors le•x Z RIPJUASTIC COATINGS PER SPECIFICATIONS- 3ondS 12'xa• ALIERNAIE-PRECAST MANIIOI.E TOPS Approx. Weight 100 LOB. LAPPROVED CONCENTRIC CONE COVER BY ARCH. TRADES DESIGN MAY DE USED AS AN ALTERNATE, 2' 2.APPROVED FLAT SLAB TOP MAY AS REQ'D. , .. 6„ (6 USED AS AN ALTERNATE (l1' MIN. T111CKNE55) j S.TWO COURSES OF ADA,STUENT 6RICK (MIN.), 3" V. 3"R FOUR COURSES ((NAX.) SHALL BE REQUIRED BETIA& ACL PRECAST MANHOLE TOPS AND COVER FRAMES. 3" VENT JOINT SEE DETAIL THIS SHEET ( SEE PLUMBING PLANS) I —6" _ 3"R II 3 " R ASPHALT I•Z——— — — — — —— vurlEs 6" G.I. OUTLET — CONCNErE FILL 6ENCF+ING .. 4" G.I. INLET FROM 1 2„ — — — — — — — — — — 6" C. TEE :, AUTO SERVICE - 6• 1' — 2„ w/ CLEAN OUT PLUG 6„ , (SEE PLUMBING PLANS) • STRU ARCH. TRRACES 1'-6" 6 FILTER SCREEN 8" 3-# 4 CONT. 6,. 1 I I I I I i �Il 1T—ITT _I -il I I I_ 11= ,... UNDISTURBED, STABLE EARTH � /4 O 9' U C.E.W. CONCRETE SLAB CAST INTEGRAL W/ WALLS 2'-2"0 PERVIOUS BACKFILL 6" _oo :.0 — 3/4" ROCK STORM a SANITARY 2'—s' o STANDARD PRECAST CONCRETE MANHOLE CONC, CURB 4- GUTTER —� ,� •o• • o.- —6"PIPE, UNLESS OTHERWISE N.T.S. SAND AND MUD TRAP DETAIL_ (F.D.O.T. TYPE F� • •o o . •oa APPROVED, PERFORATIONS ON N.T.S. N.T.S. "` "`�"`'"k a,- ° THE LOWER THIRD 6 \ TYP. ARROW 2 (WHITE PAINT) +',tom 1•T� '�••�' — WRAP w/FILTER FABRIC A- MIRAFI 40, T(PAR (STYLE -,I 340) OR APPROVED EQUAL P :,V�P=TIT 5NAGE , -2" 1`11N.-si✓Gr-T 1 9'-6" 19 -6 16'-6" 1 9 -6' 19'-6 22'-4 r n I U N ® i / PARKING B'� � E R D R /q I N [DETAIL _ r DISABLiD 11'-6" 1'-6" VARIES { f I •`/�- Sul£S *� T-(N. �.5.) i yI/T®Y k / S PERM T 2'— 6„ 77 \<" / ONLY _— PARKING BY Q �cE CF �r4E DISABLED a a ) 11 -6" PERMIT soCCs �<ING. FT? - 25 a, i HANDICAPPED PAVEMENT MAR_ ONLY : - HANDICAP_ 1'-3' 11'-6" 10 16'-6" 8C'r"A X_ f 2'- (TYP) :tvs ism .s : ±aroA Sr tfUrc`S TP 25 i ? ^TNT Ci:RB 11' — 6" ..=rr 3 ,-:r Fs :.K-165. >s-'4,95� 5' — O" PAINTED WHITE .orFs \ ,,�►, h� 51 GN 5 F A Cf N G 7 RAF F C —� NOTE3: 80' I"tAX O. C. (i I'P) \' 1. STANDARD HANDICAPPED 31G?I, :An.Jr,�: a rcn.cnt U-1RON TYPICAL IYi{ITc OUTLINE ON �mX4 iln -Ulf ,eneai'e spool vxt xraer. BLUE BACKGROUND. ONl)(8Vd '0=.,,�,n „�.s�AJ,�+•. (b) Diagonal `I" 4'b/II�(PAP)TID DOWEL \ = -r Ifleji.c .niJe acuaww -46 \` a 2. THE U-IRON SHALL BE OFe NES TY1 FINISH • AST)J DE31GHATION A•199-74 W/ (WHITE � i GRADE I MIN. wT. LE 2 POUNDs PER FT. aeAne5 my; FIRE LANE DE —FAIL PAINTED DIRECTIONAL ARROW • - 1 W / S i T OLrRANCc. � „�,. � .resr;nsre+t 'rP . • • 'or me %TP � n a v# .Here I cc �. ' '_ 3. THE FINISH, FOR U-IRON 13 %r ie•,JM N.T.S. o yr ;,, • '- o `a TO BE GALYANIZED IN CONFOR- N.T.S. re V x aotJt 14w Ill ssOxAQ7 TYPICAL... 0P PARKING 0�°� t V ? I tV MANCE 'H/ASTM SPEC A 123-73. vyu..I rrpa _w..snr :v ss'ronr �' � '` • :I .; N.T.S. • I •'' i AS REQUIRED BY CITY OF SANFORD PLANNING COMMISSION t2, CLASS I CONC. JOB NUMBER HARBGO SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC sl—� HANDICAPPED SIGN DETAIL CW � PER CLIENT & CITY 10-16- 91 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY N+7 �SCAL.. 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 DETAILS DATE CW c ADDITION AND REMODLING TO K MART STORE NO. 7228 GENERAL NOTES 08-03-81 SHEET NUMBER rc= j PROPOSED FOOD LION C-- 3101 ORLANDO DR. SANFORD, FLORIDA OF C- 5 SHEETS qq— DATE j RESIDENTIAL COMMERCIAL ADDRESS ,J_ l 1ando ()WNER _ e co --A CONTRACTOR VALUATION® UQ.O"D PERMIT FEE TW15 APPROVAL DOES N VIVIOLATE ANY NOT GRANT PERMISSION TO LJOBAT APPLICABLE CODE. KEEP THIS PLAN AT ALL TIMES, t sr ME 54 `t' �'�1"�` , �,i¢,��+€ -t f . ��z2P7 .��`a8 ♦�gia a��'% vt N DEX OF D R A W I N G S7_4 �{F - - - - —-----_____---- t `. . • F ;fir �� x r; 1x� € S.�trr ��rsd}' {� . 1 LEGAL DESCRIPTION ► BOUNDARY DATA T A i .•.f f 1 .E f C t i a . � a x "k m+'% P, J � F t'F N� � � €�^ 'g-�* . 1 2 TOPOGRAPHIC AND ASBUILT IMPROVEMENT PLAN C1 SITE LAYOUT .PLAN C2 SITE DEMOLITION PLAN C3 SITE DRAINAGE PLAN r£ C4 LARGE SCALE DRAINAGE PLAN C5 SITE, DETAILS 'Y L1 LANDSCAPING PLAN — TREES AND SCREENING a, L2 LANDSCAPING PLAN SHRUBS AND GROUND COVER L3 IRRIGATION PLAN S1 PARTIAL FOUNDATION PLAN 1 /8" — SOUTH .-ADDITION a S2 PARTIAL FOUNDATION PLAN 1 /8" NORTH ADDITION S3 PARTIAL ROOF FRAMING 1 /8" -- SOUTH ADDITION I s S4 PARTIAL 'ROOF FRAMING 1 /8" -- NORTH ADDITION S5 STRUCTURAL DETAILS S6 FOUNDATION. DETAILS ' L S 1 EGRESS ROUTING LAYOUT A A 1 OVERALL DEMOLITION PLAN 1 /1 6" F A2 OVERALL BUILDING .PLAN 1 /1 6" A3 PARTIAL FLOOR PLAN 1 /8" — SOUTH ADDITION ` A4. PARTIAL' FLOOR PLAN 1 /8" — NORTH ADDITION A5 DOOR & FINISH SCHEDULES, DOOR, WINDOW, FRAME DETAILS A6 GARDEN SHOP WALL SECTIONS A7 BUILDING WALL SECTIONS A8 AUTO CENTER WALL SECTIONS. FINISH NOTES. OIL INTERCEPTOR, SAND & MUD TRAP DETAILS A9 EXTERIOR ELEVATIONS 1 /1 6 ROOF PLAN & DETAILS r. Al 0 LITTLE CAESAR' S FLOOR PLAN & DETAILS All LITTLE CAESAR` S FINISH PLAN & DETAILS Al2 NEW ENTRY ELEVATION & DETAILS A13 OVERALL TOILET FLOOR PLAN & DETAILS A 1 4 NEW CANOPY ELEVATION & DETAILS P1 PLUMBING DEMOLITION PLAN' P2 PLUMBING PLAN aY Yy P3 PHARMACY & TOILET ROOMS PLUMBING yr �. P4 LITTLE CAESAR' S PLUMBING P5 AUTO CENTER PLUMBINGtj FP1 FIRE PROTECTION PLAN z x M1 HVAC DEMOLITION PLAN M2 OVERALL HVAC PLAN M3 MECHANICAL — SOUTH ADDITION M4 MECHANICAL — NORTH ADDITION ; M5 MECHANI.CAL NOTES, SPECS, AND DIAGRAMS ak < M6 MECHANICAL SCHEDULES & DETAILS tJ . sf J'cx aa"sp z, E1 LIGHTING PLAN��,,�� sf3,a{+,jt E2 POWER PLAN s ksr , E 3 PHARMACY PLAN, NOTES, SYMBOLS FIXTURE SCHEDULE & DETAILS E4 ELECTRICAL LITTLE CAESAR' Sr4 E5 ELECTRICAL DETAILS E6 ELECTRICAL DETAILS firr'€ i, � { s � rn t t E7 ELECTRICAL GARDEN SHOP ,�aie� kFYs; E8 ELECTRICAL AUTO CENTER§ _1 E9 ELECTRICAL RISER, PANELS & DETAILS _ h� f �I Y °�O�CI[�ODL�o�000Q � 5 f . Qqa OC�CIC1CICl❑ � lt" aoaaoaoaao � � �T ORS �I n SANFORD P FLORIDA 27 SEPT 1991 y 0 8 s N i 50' 0 25' 50' SCALE: 1"- 50' / .1 / I / a / / Q A �T v O Ol ° / e kiss � 71, 7r� °ReF \ / / NEW 4' CONC. WALK K-MAR / V SIGN WATER & SEWER LINE NOTES 1. WATER LINE TO BE (AWWA C-900, PVC -OR 18) WITH NSF-P.W. LOGO. GATE VALVES TO BE RESILIENT SEAT WEDGE TYPE. SANITARY SEWER TO BE ASTM 3034 (PVC-SDR35); FORCE MAIN TO BE (AWWA C-900 PVC-DR25). 2. WATER LINE SHALL BE INSTALLED CLEARED, FLUSHED DISINFECTED AND BACTERIOLOGICALLY CLEARED FOR SERVICE; WATER MAIN SHALL BE SUBJECT TO: - HYDROSTATIC PRESSURE AWWA M23 - DISINFECTION AWWA C651 FORCE MAIN LINE SHALL BE PRESSURE TESTED AT 100 PSI, AND SEWER LINE TO BE LAMPED AND LOW PRESSURE AIR TESTED INACCORDANCE WITH THE LATEST AWWA STANDARDS. / ALL ABOVE SHALL BE IN ACCORDANCE WITH CITY OF SANFORO REQUIREMENTS AND SPECIFICATIONS, AND D.E.R. RULES A D REGULATIONS. 3 MAINTAIN 36' COVER ON ALL WATER AND FORCE MAIN (FINISH rRAOE OR TOP PAVEMENT). AIRPORT BOULEVARD (66' RIGHT OF WAY PER SITE PLAN) 4. INSTALLATION AND STORAGE OF PIPE SHALL MEET PIPE NE`N 4' CONC. WALK MANUFACTURER'S SPECIFICATION. - - - - - - - - - - - - - - - - - - - - - - -- \ ---- -�------------- \\ EAST 285.00' I / 5. MAINTAIN TEN (10') FOOT LATERAL SEPARATION BETWEEN ® ,••;� .•, ,.•; ,•; • , :•;:, :• WATER AND SEWER LINES. -�= j� �j� :•jam"j� �' 415.23' �� 1 -1 T_i I F I -* 7 i-I I 1 1 I I 8 6. WHEN WATER AND SEWER LINE CROSS WITH ES71HAN 18' OF I v ( J (UU II VERTICAL CLEARANCE, THE SEWER MAIN ALL OF DUCTILE IRON I PIPE, C151 EPDXY. I () 7. SITE WORK CONTRACTOR TO LOCATE, VERIFY SIZE, AND CONNECTION OF I) \ \ \ \ \ \ \ \�7\ EXISTING WATER LINE, SEWER LINE/�INVERTS AT TIE-IN.PRIOR TO o ORDERING MATERIALS AND START OF CONSTRUCTION. N \ OWNED BY OTHERS III \\\\\\\ \\\\\ \I\\J I III �N W EXIST. C.B. EXIST. I0 15' R.C.P.1 II OIL INTERSEPCTOR/ / / I / / SAND & MUD I� 1 TRAP I` / / /J I (SEE PLUMB. PLANS I p I FOR DETAILS) I :.7 z ..... .�:..... I 11NEW U-DRAIN C1X"":: 2 :::::::::. NEW SAN M.H. / I ::...:.::::...::::::::::::: EXIST. C.B. [Ji"1N :.RQt40RE :: 40 O ./:`::::. ::::. ::. ...................... II RELOCATED FIRE / ii': • • a• • :: '.r.:'::.:' .'.:'.::'.: .'......'::1:..::: H YD R AN T 30, EAST 190.00' ® _ _ O - _T EAST 318.42' 30' y00 'Dco \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ OWNED BY OTHERS / _� � _)_ �_) �� j4� o�0. 0. co /� C../ 0 IF p4V ,, 4V 0 0 @/ 11 SPACES ry / 1.. �... ..__._. 213.0, 4 \�C �`� �"' \`. `C� �`� �\- C \�\ `� -\ VALVE DC EAST 190.00, /// \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ '\ \ \ \ V I _5= CONC. RAMP = _ EXIST. 18"RCP-_4 I Q � . a 3 I I I! 30' I0 II Iz� III 1 7771/ L ►: ► II PAINTED ASPHALT WEST 919.17' WALKWAY \916\ \ \ r/ 1 18"STOP BAR & SIGN (TYP) / / / / /19'f-67/ � 6 1 6' - 6' / \ T[T20TT[g y TE� ATCH CONC. XI RADE / \ 28' S \ eg3 \ 2 20 \ 2 Fk7S T 3B8 \ 4 30. \ oRoe Ma7N - EXISTING '.TASTE -OIL TANK AND SAND AND GREASE INTERCEPTOR REMOVAL PROCEDURES AND REQUIREMENTS 1. DISCONNECT AND REMOVE ALL BUILDING INLET, GAUGE AND VENT LINES. LINES PROJECTING THROUGH THE CONCRETE FLOOR SHALL BE CUT OFF AT FLOOR LEVEL AND SEALED WITH GROUT 2. PRIOR TO PHYSICALLY LIFTING THE EXISTING TANK FROM THE GROUND ANY EXISTING WASTE OIL SHALL BE SUCTIONED FROM THE TANK AND DISPOSED OFF -SITE IN A LEGAL MANNER. 3. CUT EXISTING TIE-DOW STRAPS ON THE TANK, DISCONNECT VENT AND FILL LINES AT THE PERIMETER OF THE EXCAVATION AND REMOVE TANK. CAP THE EXISTING UNDERGROUND LINES TO THE BUILDING. 4. ALL BROKEN ASPHALT, THE STEEL TANK AND RELATED PIPING SHALL BE IMMEDIATELY REMOVED FROM THE SITE. S. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND WARNING DEVICES TO SEAL OFF THE WORK AREA. UNDER NO CIRCUMSTANCES SHALL AN EXCAVATION REMAIN UNBACKFILLED OVERNITE. - 6. NEW BACKFILL MATERIAL SHALL CONFORM TO THE D.O.T. STANDARD AND SPECIFICATIONS AND SHALL BE COMPACTED IN 8" LIFTS AS STRUCTURAL BACKFILL TO 95% DENSITY AS DETERMINED BY ASTM D1557-78. COMPACTION OF BACKFILL BY PONDING AND JETTING SHALL NOT BE PERMITTED. 7. CONTRACTOR TO EXCLUDE FROM HIS BID AND 'TO COORDINATE WITH K-MART REPRESENTATIVE FOR THE POSSIBILITY OF EXISTING WASTE OIL TANK REMOVAL. -TIRE & BATTERY CORRAL - 1 2' x 12' .. _ DUMPSTER AREA EXIST. C.B. } 19 - 6 11 71 F} I �/ r I 5' 1 e ll l jEXISTING K-MART �2X\\\\��O\FINISHED FLOOR 42.38' / 7 10QI I I t�lA I�I�I II 3 11"W�8111111)q111111 - I � � �,� __IW WI l 1/88Q 35' 4 ROOFED LOADING / I i I II 00 O / 9'�6 -6 r DOCK I I II p p�y 1I -B. W •� ,6N. PAINTED ASPHALT „r I �/ W /fi I I WALKWAYS I II 4 19 6 7 4" .0W TRANSFORMER ROOM- I I II --- - - -- --- I .�If _- P. I J 0 EX ST 6-CONC. CURB (TYP - 4. 5 { I ' A C N J Ii 0 I I II 24" ` R.C.P. STOP SIGN 24' 55' .0 55' 35, �/�11 I 1 II EXIST SAN. M.H. 55' • { I I I ,0.1 2' 10' ROOFED WALK EXIST. VALVE EXIST. REDUCER - 185' WIDE F NEW 110 g m SALES AREA D.S. X SEWER ::- . W CLEAN OUT O O (K-MART) ►":':.' I NEW SA. M.H. b EXI8'TING RETAIL. ::: 0 • NEW SAN M.H. 7 O 1 O' NEW 8" PVC n.s. ' l I I 00 FIN. FL. EL.- 42.28 A .......... r .::: ::. b' NEW ":.: TRANSFORMER :• :.••••••• ..� . .. 75.00' ::::::::.:::::.:o::':;'::'::: EXIST : ....:........ ..... / FOOD LION -- - PAD ................................................. . v� 0 �L1��L�11 ........... .... .. .... ..... ..... .. ...... 2 4" R. C.P. 1 : 188, DEEP _ / 10, F�!• NEW 6" WATER \ > 71.30' O• 1 \\ 1 IL �-11�--Lf NEW 750 GAL \ oD (SEE SHT.RC5 r I e �\SC •6 AIR CONDITIONER WOOD DECK FOR DETAILS) I EXISTING PAD E IX I SANITARY CONCRETE BASE EXISTING FIRE HYDRANT I 'I W & VALVE FIRE LANE (SEE DETAIL SHT) f EXISTING r` I CONTROL PANEL �gfyp' (TYP 2' C&B �42I 5 S8' / ) 67.20' 3'-4" 3'-4" Q EXISTING DO yTy:;'.�.':.' .. ;,;,;d�.',..'" "' LIFT STATION 41' 4" WITH METAL LID EXISTING ..b .+„�,•��.....'. .+� .. CATCH .� ..�..:. .'.� ...f. :s:..}.�BASIN foft.t. ..w:I' ... I P(1 '."„r®iM...NEW 8"PVC .. .-.0. .... NEW CONC. FLUME NEW 4" F.M. ONC NEW SAN M.H. NEW 2' CURB & GUTTER TER NEW 42"RCP NATURAL POND IN THIS AREA NEW HEADWALL NEW CONC. SPILLWAY 2 Z STAGING/UTILITIES/STORE OPERATIONS NOTES 1. ACCESS SHALL BE MAINTAINED AT ALL TIMES TO PROPERTIES ADJOINING THE CONSTRUCTION SITES, INCLUDING ROADWAYS PERMANENTLY OR TEMPORARILY CLOSED TO THROUGH TRAFFIC. ACCESS TO PRIVATE PROPERTIES MAY BE RESTRICTED TEMPORARILY FOR THE INSTALLATION OF A SPECIFIC UTILITY OR CONSTRUCTION ACTIVITY. IN THIS EVENT, THE PROPERTY OWNER SHALL BE CONTACTED BY THE CONTRACTOR AT LEAST TWENTY-FOUR (24) HOURS IN ADVANCE OF THE RESTRICTION AND SHALL BE GIVEN THE TIME AND DURATION OF THE RESTRICTION, IN NO EVENT SHALL ACCESS BE DENIED OVERNIGHT OR FOR MORE THAN EIGHT (8) CONSECUTIVE HOURS. IF TEMPORARY ACCESS IS AFFORDED NEAR EXCAVATIONS, SUCH ACCESS SHALL BE CLEARLY DELINEATED AND ADEQUATE MEASURES TAKEN AS REQUIRED TO INSURE ADEQUATE, SAFE ACCESS. 2. ALL CONTRACTORS STAGING AND MATERIAL STORAGE AREAS MUST BE COORDINATED WITH THE K MART PROJECT REPRESENTATIVE. ALL SUCH AREAS AND CONSTRUCTION METHODS MUST BE DONE IN SUCH A MANNER AS TO CREATE A MINIMUM INTERFERENCE WITH K MART CUSTOMERS AND STORE OPERATIONS. 3. CONTRACTOR SHALL PROVIDE FOR THE CONTINUOUS OPERATION OF EXISTING FACILITIES INCLUDING ACCESS TO AND FROM THE REAR OF THE K-MART WITHOUT INTERRUPTION DURING CONSTRUCTION UNLESS SPECIFICALLY AUTHORIZED OTHERWISE BY THE PROJECT REPRESENTATIVE. 4. IN THE EVENT THAT EXISTING UTILITY SERVICES ARE TO BE INTERRUPTED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE RESPECTIVE UTILITY COMPANY AND ALL SERVICE USERS TO BE AFFECTED BY THE SERVICE INTERRUPTION. ALSO, ALL SERVICE INTERRUPTIONS SHALL BE PREFORMED AT OFF-PEAK HOURS TO MINIMIZE THE INCONVENIENCE TO ALL AFFECTED PARTIES. 4 EAST 397.31' SITE PLAN GENERAL NOTES 1. GENERAL CONTRACTOR MUST VISIT THE SITE PRIOR TO SUBMITTING A BID ON THIS PROJECT TO FAMILIARIZE HIMSELF WITH EXISTING CONDITIONS. ANY EXISTING CONDITIONS FOUND AS VARIANCE WITH THESE DRAWINGS MUST BE IMMEDIATELY REPORTED TO THE K MART CORPORATION. 2. ALL CONSTRUCTION METHODS AND OPERATIONS MUST BE DONE IN SUCH A MANNER AS TO PROTECT ALL ADJACENT EXISTING BUILDING AND SITE ELEMENTS.. ANY EXISTING ELEMENTS DAMAGED DURING CONSTRUCTION MUST BE REPAIRED AT CONTRACTORS SOLE EXPENSE. 3. ALL PAVEMENT DAMAGED BY CONTRACTORS' OPERATIONS MUST BE REPAVED TO MATCH EXISTING PAVEMENT SECTION (SEE DRAWING). ALL PAVEMENT MATERIALS AND INSTALLATION PROCEDURES SHALL BE IN ACCORDANCE WITH D.O.T. STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION. ALL NEW PAVEMENT MUST BE SLOPED TO MAINTAIN EXISTING DRAINAGE CHARACTERISTICS. 4. THE CONTRACTOR SHALL MAINTAIN ONE-(,i) CLEAN SET OF MARKED PLANS SHOWING ALL CHANGES AND "AS BUILT' INFORMATION WHICH WILL .BE SUBMITTED TO THE DESIGN ENGINEER UPON COMPLETION OF WORK. 5. PROVIDE TEMPORARY EROSION CONTROL MEASURES AS REQUIRED BY LOCAL AND/OR STATE AGENCIES HAVING JURISDICTION. 6. ALL EXISTING ASPHALT PAVEMENT, TOP SOIL, ORGANIC CONTAMINATED OR WET SOILS OR OTHER DELETERIOUS MATERIALS MUST BE TOTALLY REMOVED FROM SITE. ANY EXISTING SOILS ADEQUATE FOR USE AS FILL MAY BE RETAINED, REPROCESSED AND REINSTALLED AS COMPACTED FILL. 7. ALL SUBGRADE BENEATH PROPOSED BUILDING ADDITION AND PAVEMENT SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY (MODIFIED PROCTOR) PER ASTMD-1557-78. (TO DEPTHS OF 3' AND 2', RESPECTIVELY).' S. ALL BOUNDARY AND TOPO SURVEYING WAS TAKEN FROM A SURVEY MADE BY "PROFESSIONAL LAND SURVEYING SERVICES, INC." (MICHAEL E. PETULLA) (P,L.5.'#4372) SEPTEMBER 5, 1992. LEGEND PO NEW & REALIGNED PARKING SPACES 12 EXISTING PARKING SPACES TO BE RESTRIPED 18 EXISTING PARKING SPACES NEW HEAVY DUTY ASPHALT CONC. NEW LIGHT DUTY ASPHALT CONC. 8 EXISTING STRIPING & ISLANDS �� PROPOSED STRIPING & ISLANDS LOCATION MAP N.T.S. EXHIBIT A PARCEL 1 From the Northwest corner of Section 12, Township 20 South, Range 30 East, Seminole County, Florida, run South 949.10 feet to the Southwest corner of Lot 40, AMENDED PLAT OF DRUID PARK, as recorded in Plat Book 7, Pages 5 and 6 of the Public Records of Sonia la County, rloridai thence South 254 27' 400 Most, 77.65 feet, along the East right of way of State Road No. 15 and 600, to the Point of Beginnings run thence East 190 feet, thence North 25. 17' 40" East, 140 feet to the North .line of the South 56,3 feet of the aforesaid i Lot 40; run thence East 318.42 feet to the West line of the East 109.3 feet of said Lot 40s thence North 0. 381,East, 200.4 feet, parallel to the East line of said Lot 40, to the South right of way of Airport Boulevard, thence East 285 feat along said right of way/ thence South 0. 38' West, 470.8 feed thence Nest 919.17 feet to the aforesaid East right of way of State Road no. 15 and 600, thence North 25. 27' 400 East, 159.41 feet to the Point of Beginningr PARCEL 2 From the Northwest corner of Section 12, Township 20 South, Range 30 East, Seminole County, rlorida, run South along the West line of said Section 12, 949.70 feet to a point on the test right of way of State Road No. 15 and 600, thence run South 25. 17' 40" West, along said East right of way of State. Road No. 15 and 600, 364 feet to the Point of Beginning. 'thence run South 640 32' 20" East, 368.30 feet, thence run South 73.12 feet, thence run South 64. 32' 20" East, 264.50 feet, to a 120, o int on the South line of the North 1623.55 feet, of said Beo- tion 12, thence run East &Xong said South line of the North 1623.55 feet, 397.31 feet to a point 600 feet Nest of the !Mast line of the West 1499.6 feet of said Section 12. thence run North 0. 38' East, parallel to the East line of the Nest 1499.6 feat of said Section 12, 459.75 feet to a point on the South line of the North 1163.8 feet of said Section 12, thence run West along said South line of the North 1163.8 feet of said Section 12, to a point on the East right of way of .said State Road No. 15 and $00, thence run South 23• 27' 40" Nest, along said East right of way 126.94 feet to the point of Beginnings Contains 7.835 acres, more or lose. Parcels 1 and 2 aforedescribed are further conveyed herewith subject to, and together with the benefit of, as the case may be, that cer- tain storm sewer easement dated August 21, 1957 made between Sanford Farmers Auction, Inc. and the State of Florida, recorded in Official GENERAL NOTES Records Book 134, Page 227 of,the Public Records of Seminole County, 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF SITE INFORMATION CONSTRUCTION OF THE PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL BE MADE GENERAL STATEMENT TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND THE CHARACTER AND INTENDED USE OF THIS DEVELOPMENT SHALL INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY BE THE CONSTRUCTION OF AN ADDITION OF SALES AREA AND AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE RELOCATION OF GARDEN SHOP AND AUTO SERVICE TO THE EXISTING PERFORMANCE WORK ON THIS PROJECT. K-MART TOGETHER WITH ALL IMPROVEMENTS SHOWN HEREON. 2. THE LOCATIONS AND DIMENSIONS SHOWN ON THE PLANS FOR SITE DATA EXISTING FACILITIES ARE IN ACCORDANCE WITH AVAILABLE INFOR- MATION WITHOUT UNCOVERING AND MEASURING. THE ENGINEER DOES ON PROJECT NAME' K-MART STORE # 7228 NOT THE ACCURACY OF THIS INFORMATION OR THAT ALL LOCATION 3101 ORLANDO DRIVE EXISTING UNDERGROUND FACILITIES ARE SHOWN. SANFORD, FLORIDA 32773 3. WHEN ANY EXISTING UTILITY REQUIRES ADJUSTMENT OR RELOCATION OWNER K-MART CORPORATION THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY AND COORDIN- ADDRESS 2901 CLAIRMONT ROAD, N. E. ATE HIS WORK ACCORDINGLY. THERE SHALL BE NO CLAIM MADE BY ATLANTA, GEORGIA 30329 THE CONTRACTOR FOR ANY COSTS CAUSED BY DELAYS IN CONSTRUC- TION DUE TO THE ADJUSTMENT OR RELOCATION OF UTILITIES. TELEPHONE (404) 320-2504 4. ALL TRAFFIC CONTROLS ON THIS PROJECT SHALL ADHERE TO THE PRESENT ZONING: GC2 (GENERAL COMMERCIAL) LATEST EDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL LAND USE: (COMMERCIAL) DEVICES (MUTCD) AND D.O.T. STANDARDS. ALL SURROUNDING PROPERTIES HAVE GENERAL COMMERCIAL USE. 5. THE OWNER, THE STATE, COUNT'( OR K MART CORPORATION SHALL NOT BE HELD LIABLE FOR ANY CLAIMS RESULTING FROM SET BACK: SIDE 10' ACCIDENTS OR DAMAGES CAUSED BY THE CONTRACTOR'S FAILURE REAR 20' TO COMPLY WITH TRAFFIC AND PUBLIC SAFETY REGULATIONS DURING THE CONSTRUCTION PERIOD. PARKING DATA: 6. THE CONTRACTOR SHALL CONFINE HIS ACTIVITIES TO THE PROJECT 1) K-MART (EXISTING) RETAIL = 68,437 S. F. SITE UNDER DEVELOPMENT OR THE EXISTING RIGHT-OF-WAYS, GARDEN SHOP = -8,815 S. F b� CONSTRUCTION AND PERMANENT EASEMENTS AND SHALL NOT TRESPASS �D UPON THE OTHER PRIVATE PROPERTY WITHOUT THE CONSENT OF THE K-MART (NEW) RETAIL = 21,532 S. F. OWNER. + GARDEPJ SHOP = 5, 840 S . F . 7. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE APPLICABLE TOTAL 8b,994 S. F. CODES, ORDINANCES AND STANDARD SPECIFICATIONS OF ALL AGENCIES THAT HAVE THE RESPONSIBILITY OF REVIEWING PLANS 2) EXISTING RETAIL = 13,000 S. F. AND SPECIFICATIONS FOR CONSTRUCTION OF ALL ITEMS PER THESE PLANS AND SPECIFICATION IN THIS LOCALITY. TOTAL 99,994 S. F. S. THE CONTRACTOR SHALL OBTAIN ALL THE NECESSARY PERMITS AS PARKING REQUIRED• 99,994 S. F. X I = 333 SPACES REQUIRED FOR CONSTRUCTION OF THIS PROJECT. 300 3) FOOD LION: 31,550 S. F. X 1 = 158 SPACES 9. THE CONTRACTOR SHALL DISPOSE OF ALL SURPLUS EXCAVATION OR 200 PROVIDE ALL SUITABLE FILL MATERIAL AS APPROVED BY THE SOILS ENGINEER AND THE C057 SHALL BE INCLUDED IN THE PRICE BID TOTAL PARKING REQUIRED: 491 FOR THE RELATED ITEMS. TOTAL PARKING PROVIDED: REGULAR 505 HANDICAP 10 10. EROSION AND SEDIMENT CONTROL SHALL BE PROVIDED IN ACCORD- ANCE WITH LOCAL AND/OR STATE REQUIREMENTS. PROTECTIVE TOTAL 515 MEASURES SHALL BE TAKEN BY THE CONTRACTOR TO PROTECT ADJACENT PROPERTY AT ALL TIMES DURING CONSTRUCTION. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR SO AS UTILITY COMPANIES NOT TO CAUSE ANY MUD, SILT OR DEBRIS ONTO PUBLIC OR ADJACENT PROPERTY. ANY MUD OR DEBRIS ON PUBLIC PROPERTY SHALL BE REMOVED IMMEDIATELY. WATER AND SEWER CITY OF SANFORD 300 N. PARK AVENUE 11. ALL WORK SHALL BE GUARANTEED BY THE CONTRACTOR TO BE FREE SANFORD, FLORIDA 32771 FROM DEFECTS IN WORKMANSHIP AND MATERIALS AND IN CONFORM- 407-330-5630 ANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THAT THE CONTRACTOR SHALL REPLACE OR REPAIR ANY 'WORK OR MATERIAL FOUND TO BE DEFECTIVE UPON WRITTEN NOTICE FROM EITHER THE ELECTRIC FLORIDA POWER LIGHT DESIGN ENGINEER OR THE COUNTY ENGINEER THAT SAID DEFECTS 160 VOLUSIA PLAZA DRIVE EXISTING FOR A PERIOD OF (REFER TO SPECS), FROM DATE OF DAYTONA BEACH, FLORIDA 32114 WRITTEN ACCEPTANCE FROM THE OWNER OF THAT PORTION OF THE 1-800-226-6543 TOTAL PROJECT WHICH THE CONTRACTOR HAS CONTRACTED -TO COMPLETE. TELEPHONE SOUTHERN BELL 12. CONTRACTOR TO VERIFY THAT THE PLANS AND SPECIFICATIONS THAT 500 N. ORANGE AVENUE HE IS BUILDING FROM ARE THE VERY LATEST PLANS AND SPECIFI- ORLANDO, FLORIDA 32802 CATIONS AND FURTHER, TO VERIFY THAT THESE PLANS AND 407-780-2800 SPECIFICATIONS HAVE BEEN APPROVED BY ALL APPLICABLE PERMIT - ISSUING AGENCIES AND THE OWNER. ALL ITEMS CONSTRUCTED BY SOUTHERN BELL CABLE LOCATING SERVICE THE CONTRACTOR PRIOR TO RECEIVING THE FINAL APPROVAL AND 407-237-3498 PERMITS HAVING TO BE ADJUSTED OR RE -DONE, SHALL BE DONE AT THE CONTRACTOR'S EXPENSE. GAS FLORIDA PUBLIC UTILITIES 13. SHOULD THE CONTRACTOR ENCOUNTER CONFLICT BETWEEN THESE 830 W. 6TH STREET PLANS AND SPECIFICATIONS, EITHER AMONG THEMSELVES OR WITH SANFORD, FLORIDA 32771 THE REQUIREMENTS OF ANY AND ALL REVIEWING AND.PERMIT- 407-322-5733 ISSUING AGENCIES, HE SHALL SEEK CLARIFICATION IN WRITING FROM THIS ENGINEER BEFORE COMMENCEMENT OF CONSTRUCTION. FAILURE TO DO SO SHALL BE AT SOLE EXPENSE TO THE CONTRACTOR. 14. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES AT THE SITE IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. THE CONTRACTOR SHALL NOTIFY THE PROPER UTILITY IMMEDIATELY UPON BREAK OR DAMAGE TO ANY UTILITY LINE OR j APPURTENANCE, OR THE INTERRUPTION OF THEIR SERVICE. HE SHALL NOTIFY THE PROPER UTILITY INVOLVED. IF EXISTING UTILITY LINES ARE ENCOUNTERED THAT CONFLICT IN LOCATION .WITH NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER SO THAT THE CONFLICT MAY BE RESOLVED. 15. UNLESS NOTED OTHERWISE, ALL DIMENSIONS TO FACE OF CURB. 16. "THE LOCATION OF UNDERGROUND. FACILITIES OR STRUCTURES SHOWN ARE BASED UPON AVAILABLE RECORDS AT THE TIME THE PLANS WERE PREPARED AND ARE NOT GUARANTEED TO BE COMPLETE OR CORRECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL PUBLIC AND/OR PRIVATE UTILITIES SERVING THE AREA TO DETERMINE THE PRESENT EXTENT AND EXACT LOCATION OF THEIR FACILITIES BEFORE BEGINNING WORK. THE CONTRACTOR SHALL PROVIDE ADEQUATE PRIQ.TFCTION OF THESE FACILITIES DURING THE COURSE OF THE WORK." 17. THE SITE UTILITY CONTRACTOR IS TO INSTALL THE SANITARY SEWER LEAD(S) TO A DISTANCE OF 5 FT. OUTSIDE THE BUILDING AND ADEQUATELY MARK 'THE END. THIS CONTRACTOR IS TO INSTALL STORM SEWER LEADS FOR DOWNSPOUT CONNECTIONS TO THE BUILDING WALL AND PROVIDE AN ELBOW AND HUB TO 6" ABOVE THE FINISHED PAVEMENT. FINAL CAULKED .CONNECTION BETWEEN DOWNSPOUT AND HUB TO BE MADE BY SHEET METAL CONTRACTOR. JOB NUMBER HARBCO SIGN / REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC I 91-058 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY C.W. 1 PER CITY OF SANFORD, FL. 10-10-91 0 F ORI A 32821 407 826-0705 C.W 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, RLA N D 0 L D DATE ADDITION AND REMOLDING TO: K MART STORE NO. 7228 OVERALL LION SITE LAY -OUT PLAN HUT NUMBERPROPOs PROPOSED:, FOOD L. . _ _ ._z. zing, npl nninn„np cA�lcnpn , rl Heine .. :..: ... .. ... ._ . ,:. � •• :. .. .� ..:-.. .:;'. ..."; '-. - . � c" �... _- 1, :G~ i :". :...�.:�_ .t.'.: • '. .-:. a SCALE: 1" = 50' / x u / � Q � ' • Q- 4-15.23' OWNED BY OTHERS PER SITE PLAN AIRPORT BOULEVARD (86' RIGHT OF WAY PER SITE PLAN) P,P.' ® EAST 285.00' L.P 20 SPACES II ID (II II0 n II N I 17 SPACES — �I II I.P. 17 SPACES IIIW (� I \J I II I IN I----7 — P.P. Q� 30' EAST 190.00' EAST 318.42' Q ^O 3 O 0 OWNED BY OTHERS �o' 20 SPACES y✓• /\��/ PER SITE PLAN O � L.P.— 22 SPACES — -- L.P.�I �✓ // �/ �j�u REMOVE TO NEAREST JOINT Fk�S T A)? 4 Oco CD (�1 � ry of�C \ S. 14j / //�A 23 SPACES I F My�N y P:13 24 SP11 SPACES � — ._ _PACES — — T= P . _ L.P. \ ' VALVED4L_P. —EAST 190.00' 26 SPACES — — — — _ _ / L.P. L.P. � +P . / �Nh 13 SPACES ' 27 SPACES ��T �/ �Q� !Y� Jcj I IJ� �1 1 8 SPACES — lD I — — — 24 SPACES 3 -- ------------- w 22 SPACES (STANDARD) MO 20 SPACES 1 HANDICAP I HC\ � lO v U O 0 of 22 SPACES (STANDARD) / S.P. / I 21 SPACES / / 1 HANDICAP — HC S.P. � 21 SPACES — 22 SPACES (STANDARD) — 1 ` 1�C I . 2 HANDICAPP. TO BE RELOCATED K—MART I / SIGN / SIGN POST TO `u BE REMOVED 24"R.C.P. \ 3 HC /Y 21 SPACES 3 HANDICAP—�— — S.P. I y —L.P. 23 SPACES 3 HC 17 SPACES (STANDARD) S P 3 HC P. CATCH BASIN I 8 HANDICAP \ EXISTING / S.P. \ ASPHALT,,I / / P. 24'R.C. P. \\ W a / Vq SPACE 10' ROOFED WALK / 7/7/ TT177TT/TtTTJ T//TT 0; 146.30' f \ O / \ NIEWER I i� , FIRE HYDRANT TO BE RELOCATED I I i II 0 / I I III � IIIIII�, 0IIto I° EXISTING K -MART y I I II m FINISHED FLOOR 42.38' D I0 Q I o / OD 31 I II N � I�l �I II 3 ROOFED LOADING co DOCK I I I) I 00 °' II V) r TRANSFORMER ROOM �� II / o I I III I I II I I II TO BE REMOVED 15r� BEYOND LIMIT OF I 212.00' BLDG. I( Sp9 LEAN OUT F wa O EXISTINGi RETAIL 6A 3 C S 0 O ?2O \\e I i I 00 AIR CONDITIONER W \ \ IA. _ PAD \ Z .3 \\ \ I I % TRANSFORMER 75 00' T 4ti FoBe 30• \ \` \ I N I EXISTING DIRT / PAD 71.3 0' 6 v VF� � 2 CURB & GUTTER—_ 6 EXISTING �j6P� (TYP) \\ = CONCRETE BASE WOOD DECK ASPHALT \` go FIRE HYDRANT & VALVE i I I TO BE REMOVED ' �-POWER POLE REMAIN M.H. TO I I I I 6,5 CONTROL PANE / / WITH GUY WIRE O LIFT STATION O WITH METAL LID In CATCH REMOVE CATCH BASIN BASIN REMOVE POWER POLE 15" REINFORCED RETE PIPE WITH GUY WIRE --/� AND CONCHEADWALL W.V. TO BE I--, -- REMOVED \ I 1 REMOVE 2' CURB & GUTTER 220+ E NATURAL POND IN THIS AREA r�civ,vvt CONCRETE SPILLWAY O• \ EAST 397.31' TO BE REMOVED SAW CUT ALONG LINE SHOWN '1 JOB NUMBER SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC1HA1181M 91-058 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 MAwN BY J C W 1 PER CITY 8c CLIENT 1 O —1 4— J 1 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 C.w. Q DATE ADDITION AND REMOLDING TO: K MART STORE NO. 7228 DEMOLITION PLAN 09_01�_9' SHEET NUMBER 1 PROPOSED: FOOD LION €' AIRPORT BOULEVARD " SANFORD, FLORIDA j H A ° 5 CA I F: 1" = 50' / AIRPORT BOULEVARD WATER VALVE FLOW 14" RCP m 40.72' FLOW 14" RCP - 40.77' (66' RIGHT OF WAY PER SITE PLAN) �� a .� a aa. as a \� FIRE HYDRANT EAST 285.00' 415.23' - - MASTER WATER METER (EXISTING) CATCH BASIN T TOP = 43.64 I 2' CURB / DOUBLE CHECK CO OR EQUAL(NEW) E FLOW 15" RCP - 41.98' \ PREVENTER/FABCO OR EQUAL (NEW) / W FLOW 16" RCP - 41.84' 7tp 1 ( GAS VALVE SAN. M.H. \� TOP 3 44.02 CATCH BASIN / W FLOW 8" CLAY 39.08' 1 - - - TOP - 41.78' N FLOW 12" CLAY = 37.23' I� 1 -� - -_`� I I II S FLOW 15" RCP 38.46 S FLOW 12" CLAY 37.70' O P. I C ±��iL•F_ - / E FLOW 12" CLAY = 38.52 I OWNED BY OTHERS O (I >T� 1 \ I CATCH BASIN �. N I �� O v i II TOP m 41 N FLOW ' RCP ryN INLET 38.40 WTYPE"C" U II S FLOW 15" RCP = 38.22 / X-X-X-X-X X-X-1*1�4 NE INV = 41.3 ( SW INV 15'RCP -� 38.5 X�S INV 38.8 OIL INTERCEPTOR/ U SW IrJV 39.0 4 I II SAND & MUD X .�::: ' :.: ' TRAP p :.. r.Ei'mm (SEE SHT C-5 O II Y ; ....... :.. .... ..«...:.. ....: FOR DETAILS) •4;:. / -V FENCE CHAIN LINK O I LIMITS 3F NEWPAVMT MATCH :'. �Sa�? !!:::::::.:1w5 ALL:•.QNEW SAN M.H. / I Z IEXIST. GRADE ::::::.6�UAAW':: TOP EL 40.60 ram: ...::a�....„::.:'::. -4 INV EL-37.95 P.P. ........7. ........: ...... :..:..: ' ..... ' INV EL=37.95 W :: .:..: .... ... 4' CHAIN LINK FENCE :................ ........ IIINSTALL 112 LF 8"PVC ® 0.4% SLOPE J. 4 P " "" .. FIRE HYDRANT (RELOCATED) P P.P. INS TA _'t'..8. :.:::::::: rr: ° S 6' D.S. WITH WATER VALVES ^ -X X--� X 6" U QaAwr-*.: 30' EAST 190.00' EAST 31 $.42' %' � """ NEW ::... . [. LIMITS OF NEW PAVMT. CATCH BASIN p, a Try 41.6 / .:..':.:::. j'':::::.': •' 41. A�C7 41.4 ;•: ;:dry ,•,,,,1, MATCH EXIST. GRADE TOP - 44.75' N FLOW 36" RCP m 36.55' a ' b� � O x Esc: :it SEFMCE " \'•'.'!. EXIST T P-39.73 RAISE TO EL-41.5 O� 1 EXIST. CATCH BASIN/CHANGE TO M.H. D.s. ..... EX S O / co 00 NEW ::.:;�ri N FLOW 15" RCP 36.75 / fv� OWNED BY OTHERS O / - fk (3<ARjJEN AREA '.;.;:;�y'. I P. SE FLOW 15" RCP 36.56 h /O O O-�}- -£}- i?r ;:.. 0•' I W FLOW 6" PVC 37.28' hj 0 [L,7 X L.P. L.P. SEE PLUMBING o.s. !1 to O w /4 ( / NEW COVERED DETAILS PLANS OR `•.'• :.... •:..:.1:: co Q LIFT STATION CONTROL BOX ��/// XU NEW II / J " `' //tu C3AAOEN AREA :...... .. q Z SANITARY MANHOLE r SALES AREA ° s Eke O k LIFT STATION T,B.M. 11 p 44,23 py' F.F.EL- 42,38 SOUTHERN BELL a = ELEV. N RIM 47.31 / d �( �... ....; TOP CATCH BASIN F \ U.G. CABLE SIGN D` O ry �� ` l NW FLOW 15" RCP 35.39 ogL,e \ \ a S.P. QQ/ a a -�� - - I/T7�/7T�/TT1/7T�/Tl/-/7Tl/77/77T/_/Ql'�/` -.: o NW FLOW 6" IRON = 35.88' SW FLOW 12" IRON - 35.53' a- - - - - - - - - - - - S FLOW 15" RCP ffi 35.15 L.P. CONC. RAMP /I �1 VALVE >4L_P. -EAST 190.00' a L F 4L7 -% / - - CATCH BASIN I +-� I / TIE INTO EXIST. > I I) fit / / .r WO CRESS q \ ,` TOP 41.40' / / 1 U I INV EL 37.45 A 4 S FLOW 18" RCP 0 31109 I I/ I I / r -46.18 slcrJ -n� aa. / I I II a �� / 1 .n Za it cT G/ P. 11k,,v L.P. L.P.IQ- I II a 41 /' 3 TOPCH BASIN S FLOW 36" RCP v 31.25' 18"R.C.P. _ I � �T :"� a I /I �.- r TOPEXISM.41.92' GREASE TRAP 0 ti 4� 38 o a� _ f *44.83 a Q' 425 SOUTHERN BELL L P I I MANHOLES /� / � 42.5 I / EXISTING K-MART jl I I 3 Df � �• /A� N'� I 2,27 FINISHED FLOOR = 42.38' / D 1 05 Q I 0 046.67 a2• I 0/ 4. 4 m 100 I II o fv / 5 V (�l O - a' N� / a6 a I I n G 4 7 S.P. I I I II M ' I r/ ROOFED LOADING I 1 II IRRIGATION VALVE • WATER I I DOCK FAUCET 5.68 3 � TOP DOCK = 42.28 , '-/ P. `"45.4 BOTTOM DOCK - 3840� WATER VALVE .9! y 8 � 41. I ,/ 1 � I }/ F_ -� I F .P. �� 24"R. C. P. a ' f WATER VALVES Z, WATER METER / / / v � a e41,47 L.P. S P 1 � / � II TRANSFORMER ROOM L. \ \ CATCH BASIN 24"R.C.P. Z SANITARY MANHOLE • \ TOP - 40.80' I 4, =i- / U I I I I II TOP = 40.06' 1 \�� MATCH NEW ASP. CONC N FLOW 36" RCP 35.88' CATCH BASIN I U SEALED WITH ASPHALT ;.P. ` TO EXIST GRADE E FLOW 24" RCP - 36.55' TOP - 40.67' / MATCH EXIST I I II INV EL- 36.04 (VERIFY) P S FLOW 42" RCP - 35.48' W FLOW 24" RCP 29.43' PAVEMENT CHECK VALVE Oj W N FLOW 16" RCP 29.99' a a as a I a a a I TIE INTO EXISTING u �s •- % ; ::•;. •:;;•:. EXIST 8 GATE REDUCER VERIFY VER F EXACT LOCATION) :::. •�:.::::'.'::::...:.�:'::.. • :. O � CATCH BASIN ,� �� ::: .... ..:...: 1 W TOP - 40.83' TT/77177TT/7717717-1 0a E X I 8 x ( Y LOCATION) ::: :::. :::...: Ir W FLOW 24" RCP m 36.94' ��/L/L/�L�/�� ,sL//_Z/ZZ�Zz/_L/�/ U E FLOW 24" RCP 36.96' 1/1/,ir D.s. :.::.::::..:` INSTALL 50 LF OF 8"PVC QS 0.4� MIN. SLOPE \ ............ I Z SEE PLUMBING NEW F.F.EL.-42.38 6" 1O'MIN. \ :' .': `�: :::: o DETAILS FOR SALES AREA SEWER / o.s INSTALL 12"PVC ® 1% SLOPE CLEAN OUT EXISTING RETAIL INSTALL 91 LF 8"PVC 0.4% 6 I W STALL 90 LF 8" PVC 0.4% 6"(TYP) 3 ( a I U I NEW FIN. FL. EL 42.28 40.75 10' 10' ... E D.s. ' INSTALL 170 LF OF o FOOD LION MATCH EXIST 5"PVC W.M. e\\ .86 ...........................................,........ Z PAVEMENT .' :;. NEW SAN M.H. TOP F.F.EL.-42.4 ........ ':'_ ........ ........ TRANSFORMERi ..::': r .... :::': ": :::.: :::.::: :.. .: E NV-35.418.0 FIRE HYDRANT 1 N 1 AIR PAD CONDITIONER PAD /i��/Z//�/ -- 41! -U W EL=35.79 Rce M & VALVE .� SAN. M.H. /i NEW 750 GAL gIAI /` ati• ( TOP - 40.16' /�/11/1/� GREASE TRAP $pay' / 2• C INV=33.0 N FLOW 8" CLAY - 36.31' (SEE SHT. C-5 �g / � (TYP) 'CATCH BASIN N E FLOW 8" CLAY - 36.36' FOR DETAILS) 2� ��p �F.A I TOP - 37.58' \ LIMITS OF NEW EXISTING �= �` FLOW 24" RCP = 32.26' OD 2 WATER VALVES PAVMT MATCH \ :.: ASPHALT�� WITH BACKFLOW PREVENTER I J I EXIST. GRADE CONC. BASE II NEW SAN. M.H. y / � __/ sr/ / TIE INTO EXISTING TIE INTO EXISTING r I TOP-41.0 CONTROL ,( // P.P. „ N W EL-35.94eve LIMITS OF NEW \ 1 1 p ®50.49 TALL 83 LF 8 PVC E EL-35,93 PANEL \ �g 6.O TOP HEADWALL = 35.05' PAVMT MATCH 41. FLOW 24" RCP m 32.06' EXIST. GRADE \� /�+ NEW SAN. M.H. 0 ...'::..'..'.'.'.'.'.'.'.'. ' :: :::...� LIFT STATION ..... ...... . EL •�r......5..':.:'..'.'. ®:ri'' WITH METAL LID MATCH w EXIST.REL)O CATCH BASIN" 7:.L' .'�..A. ...w•f / TOP = 39.40' �VQ�.... 1.0'..':. ::.:.;.: �.. L1rb. � ...i+!..... '.::::: TOP E INV=34.41 �.. ( `? ... v.fj.. ,r� .... : LID IS LOCKED FLOW 42" RCP = 34.09' ""�y" p' �.':.. .... .,�:�. ,.�,.�. „l:`::.'. S.W. INV.- 35.4 (VERIFY PRIOR ' ...E.. .. off'."..{. ,.1'lCr.. �... ./�i... B'.., ....A'. :b..,TO INSTALLATION) ....................................... INSTALL 4' CONC TIE INTO EXISTING \ a FLUME TIE INTO EXISTING a EXIST. INV. 69 TOP EL=37.5 INVERT ELEVATION. (CONTRACTOR INSTALL 35' OF 42"RCP TO VERIFY w/MIN SLOPE OF 0.4%) p/ 32.5 INV. 33.5 S, 34.0 NATURAL POND IN THIS AREA 0 NEW CONC. SPILLWAY � 20, ---- 36.0 F a 4.0 INV. 33.5 g• S0. ...� .�� se- �- D� REMOVE DIRT & EXTEND POND EAST 397.31' LEQEND: LT. LIGHT POLE S.P. v SIGN POST CONC. - CONCRETE RCP - REINFORCED CONCRETE PIPE P.P. - POWER POLE ELEV. ELEVATION T.B.M. TEMPORARY BENCH MARK WV Q WATER VALVE 0 LIMITS OF NEW PAVMT MATCH EXIST. GRADE EXIST. GRADES 4 .B PROP. GRADES }CURBING IS 6" X 18" UNLESS NOTED SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INCJHARBW 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 OVERALL L7FiAINAGE AND -�-1 � p UTILITY PLAN JOB NUMBER J"_0W DMWN By C W 1 PER CITY & CLIENT 1 O/1 5/91 Q ADDITION AND REMOLDING TO: K MART STORE NO. 7228 PROPOSED: FOOD .LION 31 n1 nRI ANDn nR_ SANFnRn_ FL nRInA 0A1E - 09-1' °1 SHFET NUMBER C- ., _ ____ EAST �j 285.00' `\ 2 CURB � END 16" RCP FLOW = 41.07' I I AIRPORT BOULEVARD WATER VALVE (66' RIGHT OF WAY PER SITE PLAN) FLOW 14" RCP = 40.72' I tx CATCH BASIN TOP = 43.64 E FLOW 16" RCP = 4 MASTER WATER METER WITH 2 VALVES (EXIST.) W FLOW 16" RCP = 41.84' I �� GAS VALVE II I'DOUBLE CHECK BACK FLOW PREVENTER/FABCO OR EQUAL(NEW) I SAN. M.H. III ( lI 5CAI E: 1"= 30' TOP = 44.02 W FLOW 8" CLAY = 39.06' I lI N FLOW 12" CLAY = 37.23'' � S FLOW 12" CLAY = 37.70O P. E FLOW 12" CLAY = 38.52 � II O 4 NEW TYPE"C" INLET I CATCH BASIN 0 \�U TOP EL= 41 .3 p TOP = 41 .05' N II 1 NE INV = 38.8 I N FLOW 15" RCP = 38.40' o 43 S INV = 38.9 II SW INOV 115"' RCP = 38.5 RCP 2 X X- X- �- �X SW INV = 39.0 11 OIL INTERCEPTOR/ W II SAND & MUD I TRAP �' SEE PLUMB. PLANS O sp 5. ` _...'... ... III ...................' :...............................:. + ........'.'.'.' FOR DETAILS) 00 X �...'.:..:. o� I I I IN 38 LF 6"PVC ® 1 42, 7'.'.'.'.:.:.:.:.:.:.:.'.'.:.;_:.:.:.:.:.:.:.:.:.:.'.'.:. :.:.:.:.:.:.'.'.'.'.:.:�a'... ..................... . p III LIMITS_ OF NEW .... �p1�...®P...... 6' CHAIN LINK NEW SAN M.H_ O PAVMT MATCH :��•:• INSTAL L'.'.6t?......'. -�9 FENCE,,"..............6..'.'LJ.='DR•AI.N'.'.'.'.'." TOP EL= 40.60 Z II EXIST. GRADE ...:.'. 41. INV EL=37.95 I P.P. 12 F?.%.:.:................. I INV EL=37.95 W X :: co'.'.'.'...,.. .'..' . . •'• ' G I INSTALL 1 1 2 LF 8"PVC a 0.4% SLOPE I 6 �'.'.'.'.'.'.'.'.'.. '.. ''.4..- .. D.s. •�D.s. D. FIRE HYDRANT (RELOCATED) P.P. X ® INSTA......:.......•........ 6 WITH WATER VALVES 6 U 0 •R• A 1. .................. I I 1 , _____J sz ..... ........ 30 EAST 190.00 EAST 318.42' �1 NEW ;:.:.:.:..'.:.:.:.:.'.'...' II LIMITS OF NEW PAVMT. '1 CATCH BASIN / 41.6 AU-�-o 41.4 ( MATCH EXIST. GRADE TOP = 44.75 �, ��o �� L� pp 41.8 SERVICE ...'.'.............. .. . .... .... ...... . N FLOW 36" RCP = 36.85' �� ` ��, �� EXIST. CATCH BASIN/CHANGE TO M.H. 42 2 37' ....'.•.'........ ... EXIST TOP=39.73/RAISE TO EL=41 .3 Q NEW :s .........:. '....: P. I.I W 1 RCP = 36.78 �� OWNED BY OTHERS �\, o° GARDEN AREA 8 SE FLOW 15 RCP = 36.56 / _ _ ............ `. I W FLOW 6" PVC = 37.26' p �QQ � C-- I SEE PLUMBING D.s. ' •••••• :: O \41;O� O r 57� L.P. L.P. PLANS FOR „ 6................... I �' o ��\ 4�'S/ �� \� ,.► NEW COVERED DETAILS 6 (�) �............. ry tv LIFT STATION CONTROL BOX O' NEW �o:y INSTALL 1 2 PVC ® 1 % SLOPE GARDEN AREA SALES AREA D.S. .'...' .........: SANITARY MANHOLE / �b /'/o TATION T.B.M. 1 44,23 IkF.F.EL= 42.38LIFT S # �O p 41 ,4 CATCH BASIN ELEV. N RIM = 47.31SOUTHERN BELL �px �� n "' """ TOP = 40.14 �b (a'� D.s.•••NW FLOW 15" RCP = 35.39 U.G. CABLE SIGN , S tx / t3 . '� "\ U� _,,,_,� I/�/T/T//%T/�lT�/-/T/T/T/T7TIT��/T/ .'....e o. NW FLOW 6" IRON 35.86' N-- 214.00' SW FLOW 1,2" IRON 35.53' L.P.Ix�'1,5=j/ !S FLOW 15 RCP 35.15 P L. P. // 3 �?9 EXISTING K`MART CON C. RAMP 1 L.P. \�1FINISHEDVALVE D4L. P EAST 190.00 tx' 1 41,79 FLOOR , / 1�1U( ) ► ,-- = 42,38 / CATCH BASIN 1 TIE INTO EXISTING / & 15 ,9 TOP = 41.40' I I I �I 1I INV EL=37.45 / WO EXPRESS S FLOW 16 RCP 31. 9 0 `JM N 41 5. 23' X I X I X 1 4 CHAIN LINK FENCE tip 2Q . TRANSFORMER ROOM SANITARY MANHOLE STOP = 40.OG �Ile� T �- I / U I 11 � V ELD-- 316 04 ASPHALT TH I KI LIMITS OF NEW L 1 1 I (VERIFY) CATCH BASIN 1 1.19 L S I TOP = 40.80' 41. PAVMT MATCH 0 I I 1 lI MATCH NEW ASP. CONC N FLOW 36" RCP = 35.88' CATCH BASIN I EXIST. GRADE TO EXIST GRADE E FLOW 24" RCP = 36.55' TOP = 40.87' 1 I I S FLOW 42" RCP = 35.48' W FLOW 24" RCP = 29.43' I p �3) w N FLOW 16" RCP = 29.99' �� / :� {� EX15T. 8" GATE VALVE w T '. EXI 5T. 6" x 8" R)�U CER ..'.'.'.'.'................... �� W O p CATCH BASIN p� TIE INTO EXISTING \ \ �5 3� .'.'.'.'.'.'.'.'. . �'.'.'.'.'.' . " I TOP = 40. 83' Tl/-l/T/T/T/T/T7�/- -/-/-/ �, `� - INSTALL 50 LF OF 8"PVC ® 0.4% MIN. SLOPE .. .. . _ 3 6.9 4 ��Z_ � Z- Z-Z � �1 Z1 � � /� /-Z \ .'....' U W FLOW 2 4 RCP - .'.'.'.'.... ' \ .....'.'.'.'. .'.'.'.'.'.'.'.._.:._. 1 Z E FLOW 24" RCP = 36.9 6' D. s. \ O NEW 8„ 1O'MIN. .. U �........ ...... \ ......:.......... SALE AREA D.S..'.:... '.........':......._..'..: INSTALL 1 "PVC ® 1 % SLOPE ... " I o SEWER EXISTING RETAULs �............... .'.:.:.:::::::::::.::::::::: U CLEAN OUT 29' NEW INSTALL 91 LF 6 PVC 0 1% 6 (TYP) .........,. ... 1 (Y 10' 40.4 39.80 X�.'.'.'.'.'.' . �i pc 0 I ��®� LION 40.75 D. . ......................... INSTALL 170 LF OF 1 6"PVC W.M. 20 ............................... e \ Z n , • .Co.O.p so®e .'gym...... O .. ................ .................... \ \ I W 2 TRANSFORMER ..............................'. .... ................... FIRE HYDRANT CQ'.'."..'.'.'.:. C.p:.'.:........ ' . ' ' ' '' ' ' ' ' ' :' '.'.'.'.'.'.'.'.'.'.'.'.'..... _..:trr.'.,.'.... ::.:.:.... CATCH BASIN T 8 3 \ & VALVE C Z/Zzz/�/-L p / TOP E A PAD L- 38.0 O \ 1 N / / / �_ /\F.P. ORC \ 1 It I G 40.00 p-) I All 2-WV w/BACK FLOW PREVENTER CATCH BASIN TOP = 39.40' FLOW 42" RCP = 34.09' 4147 24"R.C.P. ®-- ® I NEW 750 GAL ''J ' 24"R. C. P. GREASE TRAP / INV=33.0 i� TOP SAN. M.H. 40 . 1 6' , .� �.�/ �/�/ �� ' N FLOW 8 CLAY = 36.31 00 2' CURB & GUTTER U E FLOW 8" CLAY = 36.36' � �--TYP --�> I 6- C K / / ( ) - LIMITS OF NEW WOOD DE / / TOP HEADWALL = 35.05' PAVMT MATCH p / / �� FLOW 24" RCP = 32.06' ILL I EXIST. GRADE CONC. BASE EXISTING 3 J ASPHALT r��2 NEW SAN. M.H. '- 3 1 TOP= �� / � • CONTROL N W EL= 35.94 INSTALL 83 LF 8„ PVC r r, _-Z Z PANEL \ �6 0 r j �17 INV. 33.69 INSTALL 35 LF OF 42"RCP NEB\/ HEADWALL INV = 33.5 VERT 33.3 .i 4.0 - LIFT STATION WITH METAL LID 3 TOP = 38.91 ' 3� LID IS LOCKED VERIFY INV. PRIOR TO INSTALLATION SIGN DATE FLORIDA DESIGN PROFESSIONALS, INC 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 K MART NEW ADDITION /� GC c �f-lp f"j� 1INHPLAN JOB NUMBER HARBCO 91-058 DRAWN BY D'W' C W 1 PER CITY & CLIENT 1 0-1 4- 91 DATE 09-11-91 ADDITION AND REMODLING TO K � MARSTORE NO. 7��Q AIRPORT BOULEVARD SANFORD, FLORIDA BEET NUMBER Of C.-,5 SHEETS NE\/ CON C 5I=I LL��/A Y O \ 26� •So, �j LI _413 ; l I - --f cuT aAcx 4 " I As REDO. � r _ CONC. CURS M STusem EJR'ii't� 3 TY AL TYPit4A1 MrT�Q4L , P A 1 1/2' TYPE "S-1" ASPHALT CONC. 2 I 'A' "rs' a E _ AA*" 7 8" COMPACTED LIMEROCK BASE r P� +� I� -- j r 957 OF THE MODIFIED PROCTOR Ff-(M TYP D W MAX. DENSITY (ASTMD 1557) j - ! I - --- 4T� THICK CONC. - i a I __ r A a 6�r CURB 5' FEATHER : ^\� I � 5' MIN. \\ _ EXIST. PAVM'T. TEE/TEE W 1 la'LL GGED BRANCH TEE WITH PLUGGED Rs O \\ \ N I I- v R t - o OW .� - X G Ae�-- oil ASE 45 L B ct�l.�. p(o fEXIST. SHE LTYP EA a3 • At / 2 THICK CONC. nE ROOS TYP " SPLASH PADSEE TAENF TKS SNTVARIESEXIST. SUBASE 6x6-10/10 WIRE MESH VA-VE fain-J `� BlrwYQ colt' C'. D r C SC C rI O r`1 8" STABILIZED SUBGRADE COMPACTED TO r`95% OF THE MODIFIED PROCTOR MAX. DENSITY (ASTMD1557) TO MIN. DEPTH OF 2M L1� VALVEPLUGGED ENO 9c• TMPII C ONC. FLUME DETAIL LIGHT DUTY 2- AEOD �- END OF CHANNEL FOR �pUJO� �( _ = A TERMINAL M.H. N.T, S • I RElA D yl/2 , TROWEL -FINISHED PAVEMENT TRANSITION �� 00% f �`� CONCRETE BASE _ CONCRE IE ©ENC111NG. �• 1 Tfamm EE t✓ Fc� `` SEE MANHOLE DETAIL 1--- C OSSES c^ CONNECTION u YEATW-%L � DE TAILS N.T.S. T}�ST BLOCK DE7A1LS SAMPL-ING CLEANOUT CHANNEL TO DE PRECAST MANHOLE U-SHAPED, SMOOTH, 0.8 HEIGHT OF THE —V PLUG AT LARGEST PIPE DIA. f WUSMED BRA X _ -- ---- I�t'E7tP Jrt �, E INLJ=-T--- _--- 3 OUTLET —� 2" TYPE "S-1" ASPHALT CONC. lI,ATT:Tw►� �yT 1' -6" 10" COMPACTED LIMEROCK BASE MANHOLE FLOW CHANNEL PLAN 95% OF THE MODIFIED PROCTOR 11 MAX. DENSITY (ASTMD 1557) N.T.S. 2 BRACKETS OR PADE'(ES ON 24" DIA. MANHOLE ON OPPOSITE ENDS OF SLAB (Tyr) ( STAINLESS STELL) ;e PVc pvc TI-tREADFD PLU G THREADED THREADED CLEANOUT CAP 5' MIN.. 5' FEATHER 10 TON TRAFFIC LID PLUG EXIST. PAVM'T. .� #4 REINF. BARS, 1' O. C. EXIST. SHELL BASE S (D. C.I. NUN - e'i � ROCKING TYPE ❑ ❑❑ ❑ GROUT 8"MIN. •�- 4"DIA. MIN — — — — — — — EXIST. SUBASE 8' MIN. ❑U❑❑❑❑ INLET �-1 I1 �� c Ci [ - L1 QU ID LE\/EL. 3" - OUTLET It ED rr[�SE EFL ED T , ❑ LJ Q-0 ❑ 6" O GROUT CLEANOUT DETAIL ❑ ❑❑ ❑ ;• , ., "I 4•'L 8., 8,. C L E 8 SOLID PRECAST t5AFFirL OR _� :.• !" 8' x 8' x 16" CONCRETE BLOCK 1 O" STABILIZED SUBGRADE COMPACTED TO 8" 95� OF THE MODIFIED PROCTOR ,. FILLED \VITH CONCRRTE MAX. DENSITY (ASTMD1557) TO MIN. DEPTH OF 2{ MANHOLE FRAME do COVER SHALL DE No. 32, (FRAME WT. 250 - PLAN COVER Wf. 160 ), AS MANUFACTURED Q„ BY U.S. FOUNDRY 6: MFG. CORP., OR HEAVY 3'-4. APPROVED EQUAL. HEA V 1 [DUTY PLAN GREASE TRAP DETAIL ~ ~ ~'~ �3 _ PAVEMENT TRANSITION T - T T -J , T n I - - 22 �ti (COVER) COVER IO DE CAST N.T.S. WI III RAISED I T o r• I r• 22'31'6 (FRAME) LET IEIiS. 1 1/2- MIN. IIEIGHL DETAIL �. N.T.B. h L o Ti I L• ----- 24" 4� — T— 36" .11 SECTION PLAN sEcnorl --- 6 COVER BY ARCH. TRADES 2"R a TYPE C Ava'c,. Weight 233 Lb_. ° n�to 5�•-'----3':4"-___ ,51" 3"VENT (SEE PLUMBING PLANS) I — • ...... 1 STANDARD MANHOLE FRAME AND COVER -Irj--------- �___-_/_ wl N.T.S. 6"TO SAN. SE\\/ Grote o �- I 2'-6 — — — — — — — — — I s 6 � (► 2" C1. i Eye Boll '(1 4'-2" 6"1-------- - See Index 201 6" C.I. INLET _1 6" x6" x3" TEE ,. MANHOLE FRAME i� COVER E ( CppVERS FI USt{ I ry+ PAVED AREAg # AT #4 ® 1 6 O. C. ,', • III —I I 1=1 �I I I --I I—III—� 11_I LLVAilON5 SI{OWN IN UNPAVED AREAS 6„ ,r 6,. SEE DETAIL T}{IS ST{EE7 �— -"— - _.--- i- ._... (-` FRAMES BEDDED IN MORTAR •.•.. •,•.. •.•. -I _—I "4 Burs 9 - - ors. mil_,- -�_ — 2 COURSES �F HRicx (MIN.) 6" - 1 I 2 - #4 CON T. — 2 COURS S uALI �£ SEC FION - 1' -1 O" 3' TYPE C _,•-6• MIN. Recommended Moximum Pipe Size: OIL INTERCEPTOR DETAIL `^ 2'-0° Wdl1-I8" Pipe VARIES CONC.CURB 3'-1" wall-24" Plpe PRECAST CONCRETE AST11 C-475 N.T.S. (F.D.O.T.. TYPE D) TYPE C 4' DIA. S• MIN. Siroi9111 3°r5 2"X ;• WTUMASIIC COATINGS PER SPECIFICATIONS— Reticutine Bors /Q'x T h Bonds l2 x a" ALIERNATE- PRE CAST MANHOLE LOPS Approx. Weight ICO LOS. t.APPROVED CONCENTRIC CONE COVER BY ARCH. TRADES 2' DESIGN WAY BE USED AS AN ALTERNATE. 2.APPROVFp FLAP SLAB TOP MAY AS RED'D. BE USED AS AN ALTERNATE (6" MIN. T1{ICKNESS) 1'-6' J.TWO COURSES OF ADJUSfUENT 6HICK (MIN.), C'. j" V. r I ' 3"R FOUR COURSES WA%.) SHALL HE C REQUIRED BETWE?N ALL PRECAST MANHOLE TOPS AND COVER FRAMES. 3" VENT I _ (SEE PLUMBING PLANS) I -6" 3"R 3"R JOINT SEE DETAIL THIS SHEET — — ASPHALT 4 VARIES 6" G.I. OUTLET 4,-6„ 12 — — — — — — — — — — 1 '• CONCRETE FILL BENCHING 1 4" C.I. INLET FROM eD AUTO SERVICE 6" C. 1. TEE 6" 6' ( SEE PLUMBING PLANS) MIN.2" w/GLEAN OUT PLU G — — — — — — — — — — _ wrT l STRUCTURE BY FILTER SCREEN 3-� 4 CONT. MESH ARCH. TRADES 8,. — — �1 6„ LGjLLLGj \ 04 0 O.C.E.W. \ UNDISTURBE0. SfAHLE EAR Ri --� CONCRETE SLAU CAST INTEGRAL W/ WALLS 2'—•2"0 .••....•.•'-�- PERVIOUS BACKFILL -1--- _ STORM & SANITARY 6' :-0. 3/4 ROCK CONC. CURB —#— GUTTER 2' - 3' ° ° °' STANDARD PRECAST CONCRETE MANHOLE SAND AND MUD TRAP D ETA I L } :°.° — 6" PIPE, UNLESS OTHERWISE N.T.S. (F.D.O.T. TYPE F) T° ° APPROVED, PERFORATIONS ON N.T.S. N.T.S. •' THE LOWER THIRD 6„ 2' \ TYP. ARRO (WHITE PAINT) — WRAP w/FILTER FABRIC MIRAFI 40, TYPAR (STYLE 19'-6" 22'-4" ' :z ��E11E iT 611`AC 19'-6" 19 —6" 16'-6" 19 —6" 340) OR APPROVED EQUAL 12 =2" MIN. r. UNDERDRAIN DETAIL_ _�_/ PARKING BY t\ I 1'- 6" VARIES DISABLED* 11 -6' �< -�- (N.T.S.) JNlbd ON 2'- 6„ PERMIT _ PARKING BY a ! T: INTO I \ r , \ ONLY 4 .\�) 11' — 6' DISABLED I In ---- r PERMIT 16'-6" r= T? 25 ONLY L Y 11 - 6" .. MARKING � � 1-3 - HANDICAPPED PAVEMEN`► M a- vs s� as �°a : 'FDA ;rarures T? I P n.INT CURD 11' — 6" 25. =? 25 ?:r FS L6..9.5.5' . ?5 T,6_.9.:0 ; PAINTED \VI tiTE 3. �IGI`IS FACING -,T Ar- r 1C i C�� O. C. ( T-r- ) \' - ...� NOTES: 'o arrrcn sl:= ? 3 • 1. aTANDARD HANDICAPPED SIGN, �ar.rtara , rwiraona wa U-iRON I ' I Arsvw,a seM .nrta relreetrra ON LINES TYPICAL `A RITE OUTLINE ON r,,corao xraer. bd �/lv 4"\� DE PAINTED .. ___. BLUE BACKGROUND. 9„ UNES (TYP) o j,,roo ,pr,rcn,, �.., (b) Diagonal DOWEL lit-cri,c .ni/a aerAww "Ift (WHITE ) 2. THE U-IRON SHALL BE OF -JQ= xaa,a ,agaw ro FINISH , AST)A DE31GHATION A429-74 'H/ _,-P 25 s s nm x im-rw,eo GRADE � � MI}I• 'WT. OF 2 POUNDS PEER FT. �r,aAr,e,ur'rp. FIRE LANE DETAIL PAINTED DIRECTIONAL ARROW \� I N/5% TOLERANCE. =-a 5.wx ws,JrvreO - N.T.S. . N.T.S. • 3. THE = INISR FOR U-IRON IS uaca 'a uaarad TYPICAL 0� PARKING �. w .i.' i ' o •U TO BE GALYANIZ=D IN CONFOR- :. sg,, ire o x au ea a, ;,mw MANC= 'H/ASTM SPEC A 123-13. aun+.•%/rao-m.w,:v gran :, :,.P N.T.S. .I =� AS REQUIRED BY CITY OF SANFORD PLANNING COMMISSION CLASS I CONC- ,>� NUMBER jHAR5CO - ' SIGN REVISION DATE FLORIDA DESIGN PROFESSIONALS, INC �'—°� 5110 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY HANDICAPPED SIGN DETAIL CW PER CLIENT a CITY 10-16- 91 05y 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 �E�A��••-� pAT$ GENERAL NOTES °�091 i ADDITION AND REMODLING TO K MART STORE NO. 7228 SHEET NUMBER NO SCALE I� PROPOSED FOOD LION C-5 3101 ORLANDO DR. SANFORD, FLORIDA OF C-5 SHEETSJM No VON sit) its, y INA wany ov, I wool lot !""I .............. Ik' yf,�3 lot 44? 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PLAVrl") 13ACYEI-Lj/ .// I/I Ve I/" / I " NTJ"C13ACk�FILL. ,. f- PL A lqAtr v ri3Aci�PILL 1� !�►14C�1se;I _CoM?4c--r Z -1 rO6e 1 � , � I , C-Oml)41,,_�-r &I ;7ovr I - I v - NOTE *. -PLANTINCI ?_-ACY, PILL- MIX, I , � - .-r6?,Iso,1 L -- PL�NTIK1.GtF-► ki�_1�) - (o SCAI-E) 3A,__- - - - - ' " . ' Y'�iu S !��T�A Q -r,- (l_ F E (ZT I �_ 1 7- P_ R- _ __ _._ ---- - - - - - � - , I I I - I � I � . I . - - � . . . . I I . I I . I . . I - - - N 0 I - - I I REVISION DATE I I i C�Qur�r,s kbogjwvs As Pf(4 Crry of ,SmIlrorep — /6 I 'I:At Fo (4 W) A it- r I) A/ A PER. K- M-AP-T , /011q0/ . I � � I I I — . I , - . oup�,Nvm0q. ,_.1 I . _F% r, ' , 1-1 " I ,,p 9 I lIt_ 41 FLORIDA DESIGN PROFESSIONALS v .INC RICHARD A. 11 . '..'' ' I � I . I . - DRAWN BY ' ' I �', 1 51 90 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854 KESS�ELRIING , RAK , , i' 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 1 -1 I . .. I - - � . I . . -, , , � . � t, , , l . �, , I _— I - , , I 0 , . NO. ( REVISION x• I .t r:9 s '• a �� ti T i �' �f 03 a ri� ,Y �t't3 ' e '�1 s J, f9 e �1� =1 i k Y • t'Y iy53 i 1.I a ,.t x� `g f1 �l �.Pf � 1; Fk � � {x fir: —• - {� �:j 0 Ay, ,+ t •r� q v f j`xrs, tf rti a re -il e i >_3f i �� rl Nr[-) F FOUNDATION PLAN — SOUTH ADDITION \, d FLOOR ELEVATIONS SHOWN ARE 1 BASED ON AN ASSUMED ELEVATION OF 100'0" TOP OF CONCRETE SLAB AT EXISTING SALES AREA ' DATE S I O N A L S o I N C KEY JOB NUMBER FL OR I DA DESIGN PROFES 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 = DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 DPS . DATE ADDITION AND REMODELLING TO SHEET,; K M AR T ST OR E N 0T2 2 8,' SANFORD, FLORIDA z ; s e' NEW Ir ASPHA SEE D 8" X 4" THI SLAB W/ ta° TURN DOWN I MIN 4" BELC DESIGN LOADS: ROOF LOAD: ' LIVE LOAD —OVER AUTO CTR 30 PSF LIVE LOAD —OVER SALES 20 PSF DEAD LOAD: BALLAST/ROOF SYSTEM 12 PSF INSULATION 1 PSF METAL DECK 2.5 PSF BAR JOISTS 3.0 PSF A/C.SPRINKLER SYSTEM 5.5 PSF TOTAL —MAIN BUILDING 44 PSF TOTAL —AUTO CENTER 54 PSF FOUNDATION: ALLOWABLE SOIL BEARING 2500n PSF WIND LOAD; 100 MPH COLUMN A N D FOOTING SCHEDULE MARK O F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 COLUMN 6"0 4"X4" 6"0 6" SO SIZE X1 /4" _ 3/4"x 3/4"x 3/4"X 3/4"X 12"xl2" BASE PLATE 12"x12" 8"X12" 12"X12" 6'0"X a'0"X 5'0"X 30"WX 24"WX 24"WX _ 12"WX 12"X12" CONT 6'0"X 3'0"X 18"X18" X4'2" 6'0"X 614- FOOTING SIZE 6'0"X 4'0"X 5'0"X 12"D CONT 12"D CONT 18"D CONT 18"D CONT CONT 12" 1'4" 114" 1'4" 4u5CONT 3a5CONT 2 a5 1 1 4#5 LON 7 a5 REINFORCEMENT a EA WAY # EA WAY # EA WAY W/ u5 AT 3'0" OC W/ a5 AT 3'0" OC CONT CONT __SHORT CONNTT / ga5 EA WAY REMARKS N I�FnILINDATION PLAN - NORTH ADDITION 1 /8" = 1 `0' FLOOR ELEVATIONS SHOWN ARE BASED ON AN ASSUMED ELEVATION OF 100'0" TOP OF CONCRETE SLAB AT EXISTING SALES AREA FLORIDA DESIGN PROFESSIONALS, INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO o 7228 SANFORD, FLORIDA / JOB NUMBER K E \I 901144 DRAWN BY Z DPS i— I DATE �y 27 SEPT 91 O SHEET NUMBER OF G SHEETS s I NEW 8" C ABOVE E) CMU WALL t� .t N ROOF FRAMING PLAN - SOUTH ADDITION GENERAL NOTES: 1 . VERIFY LOCATION AND OPENING SIZES FOR ALL FRAMING FOR A/C ROOF CURBING W/ MECHANICAL DRAWINGS AND EQUIPMENT SUPPLIED BY HVAC CONTRACTOR. 2. SEE DRAWING S4 FOR TRUSS AND GIRDER DIAGRAMS. 3. ROOF SLOPE SHALL MATCH EXISTING VERIFY ALL BEARING HEIGHTS 4. CMU LINTELS SHALL BE A MINIMUM OF 2 COURSES FILLED W/ 4 a4'S AND A MINIMUM OF 8" BEARING EACH END FLORIDA DESIGN PROFESSIONALS � INC 5190 WEST HIGHWAY 40, OCALA. FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 KEY Y = O zS3 JOB NUMBER 901144 DRAWN BY DPS DATE 27 SEPT 9 ADDITION AND REMODELLING TO.. K MART STORE NO 7228 SANFORD, FLORIDA SHEET NUMBER OF Co SHE s Z ! -------- — -- ---- ----------------------------- ' METAL DECKING MIN UP -LIFT 45 PSF ---------------------- JOIST NET UP -LIFT 15# PSF ROOFING UP -LIFT NTS KEY Y JOB NUMBER DESIGNATED LOAD DOES NOT INCLUDE WEIGHT OF TRUSS NOTE' FL O.R I DA DES I GN PROFESSION AL S P I N C 901144 GIRDER OR MECHANICAL UNITS ON ROOF. IF DRAWN BY MECH. UNIT WEIGHTS ARE NOT AVAILABLE 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 FOR USE IN CALCULATING THE ACTUAL 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 DIPS JOIST END REACTIONS FOR TRUSS GIRDER DATE DESIGN, THEN USE THE MAXIMUM ALLOW- ABLE NS JOISTS JOIST SIZES END SHOWN CONOPLANSSRASH27 SEPT 91 THE ADDITION AND REMODELLING T O 'FoC%k SUPERIMPOSED LOAD FOR TRUSS GIRDER UESIGN. ' / � � � � � 0 � � � � � 2 � g - 0 � SHEET NUMBER ni [�ROOF FRAMING PLAN - NORTH ADDITION 1/16' = 1'0' GENERAL NOTES: 1 . VERIFY LOCATION AND OPENING SIZES FOR ALL FRAMING FOR A/C ROOF CURBING W/ MECHANICAL DRAWINGS AND EQUIPMENT SUPPLIED BY HVAC CONTRACTOR. 2. CMU LINTELS SHALL BE A MINIMUM OF 2 COURSES FILLED W/ 4 a4'S AND A MINIMUM OF 8" BEARING EACH END. M o z - q. SANFORD, FLORIDA OF G SHEETS V L 4"x3"x1/4" CONT. 1/2" DIA. ANCHOR BOLTS AT 4' OC 3/8" x 4" x 10" STEEL PLATE L 4"x3"xi/4" CONT. 12" LONG PLUS, 2" HOOK W/ TWO 1/2" DIA. ANCHORS 1 3 1"x8"x12" STEEL BRG• PLATE p .2 6" LONG PLUS, 2" HOOK W/ TWO 3/4" DIA. ANCHORS 10" LONG PLUS, 2" HOOK 1 1/2" METAL DECKING 4" HIGH CMU COURSE 1 1/2" METAL DECKING JOIST BEARING 1 • 3 _ TOP OF TRUSS GIRDER � 117'-10" 'e'• o: VARIES 10"x16" CONC TIE BEAM a •6 W/ 2 a5 BARS TOP & BOTTOM ' AND a3 TIES AT 24" OC. L 4"x3"xl/4" CONT. ! a. 3/8" x 4" x 10" STEEL PLATE 2 a5' S CONT 1/2" DIA x 8" L ANCHOR / 2" CMU SOAPS AT TIE BEAM ,ya ..a — W/ TWO 1/2" DIA. ANCHORS 1 0"x 1 6" MIN CONC TIE BEAM BOLTS W/ 2" HOOKS L 4"x3"x1/4" CONT. 4"x3"xi/4" CONT STL ANGLE SPACE 48" OC 6" LONG PLUS, 2" HOOK W/ 2 a5 BARS TOP d BOTTOM 1 1/2" STEEL DECKING AND a3 TIES AT 24" OC. ®;: STEEL JOIST 4"x3"xl/4" CONT STL ANGLE 1 1/2" METAL DECKING STEP TIE BEAM AS REQUIRED 1 1/2" STEEL DECKING — 2" CMU SOAPS AT TIE BEAM 1 i/2" METAL DECKING 12" CMU WALL W/ HORIZ• JOINT AT EXPOSED GARDEN SHOP WALL TOP OF CMU STL JOISTS — REINF. EVERY OTHER COURSE JOIST BEARING I-, 119'-10" _ STEEL JOIST OMIT SOAPS AT AUTO CENTER 0 o INDICATES 1 tt5 IN FILLED CELL 115'-4" AND WIDEN TIE BEAM TO 12" ------ INDICATES 1 a5 IN FILLED CELL a i �T- 12" CMU WALL W/ HORIZ. JOINT �tr-�6 REINF. EVERY OTHER COURSE 12" CMU WALL W/ HORIZ• JOINT JOIST BEARING ° 10"xl6" CONC TIE BEAM ®:o W/ 2 tt5 BARS TOP BOTTOM °� ..�.y: a. �\ — �-- HORIZONTAL JOIST BRIDGING REINF. EVERY OTHER COURSE 118'-10" p.a CONTINUOUS TOP AND BOTTOM AND a3 TIES AT 24" OC. 9°lo a• ,tea-sY� STEEL JOIST STL JOISTS INDICATES 2 tt5' S IN EACH FILLED TOP TIE BEAM �- - CROSS BRIDGING. TYPICAL AT 12x24 CMU LINTEL, REINF W/ 2" CMU SOAPS AT TIE BEAM CELL. FOUR FILLED CELLS TYPICAL VARIES FIRST JOIST FROM THE WALL 6 tt5'S CONT. FILL PARTIAL UNDER EACH TRUSS GIRDER. COURSE BELOW W/ CONC 12" CMU WALL W/ HORIZ• JOINT STEEL TRUSS GIRDER �- HORIZONTAL JOIST BRIDGING REINF. EVERY OTHER COURSE CONTINUOUS TOP AND BOTTOM 1/4"x 11 1/4" STL PLATE -- STEEL JOIST a i 3/8"x4"xlO" STL PLATE W/ 2 W/ 3/4" DIA x 10" L i/2" DIA 6"L W/ 2" HOOKS / HEADED STUDS AT 16" OC INDICATES 1 a5 IN FILLED CELL / 4" L 4"x3"xI/4"x2' LONG WITH TWO 3/4" DIA• -� L W/xTWO 15/8"x8g"HOOK E ANCHOR BOLTS 8" LONG, PLUS 3" HOOK 12x16 CONC TIE BM, REINF ANCHORS AT 6" OC. W/ 4 tt5'S CONT AND a3 TIES AT 24" 3 GARDEN SHOP WALL S 5 3/4" = 1'0" 20 AUTO SERVICE/SALES 1 JOIST BRIDGING AT WALL 2 AUTO SERVICE CENTER 0.8 a TRUSS GIRDER AT WALL S5 3/4" = 1'0" S5 3/4" = 1'0" S5 3/4" = 1'0" S5 3/4" = 1'0" H 1 p 1/2" STEEL PLATE - HGT GRID LINE VARIES TO MATCH EXIST TRUSS GIRDER 4"x3"xi/4" CONT STL ANGLE STEEL BEAM TRUSS GIRDER I 1/2" 2 I —�I ; 1/2" DIA x 8" L ANCHOR 1 1/2" STEEL DECKING 8"x8"xl/2"PLATE BOLTS W/ 2" HOOKS STL JOISTS - 4"x8"xl/2" PLATE SPACE 48" OC JOIST BEARING I 2" 2" 3/16 2 1/2"x4" ANCHOR BOLT 117' 4 7/8" L / MATCH EXIST COLUMN TOP PLATE 4"x3"x1/4" CONT. � I L 4"x3"x1/A" CONT. r ' EXIST / 14% 14"x3/4" I I I - COLUMN TOP PLATE 14"x14"xl" 1 -DIAG BRIDGING r f i FOUR 3/4" DIA. HIGH STRENGTH BOLTS (A 325) METAL ROOF DECK. METAL ROOF DECK, 3/4" E.I.F.S. ON WOOD SHEATHING " STEEL BEAM \ 1 /4 i I STEEL JOIST -- I' I - I � ON 2 X 4 STUDS ¢ 16" O.C. r I I JOIST BEARING/TOP OF BEAM JOIST BEARING/TOP OF BEAM i WELD 1/4 115'-0" 115'-0" 3/8"x4"x10" STL PLATE W/ 2 1/2" DIA 6"L W/ 2" HOOKS I 1 SET PLATE HGT TO MATCH EXIST — -4"x3"x1/4"x6" ANGLE 13/16"x2-13/16" SLOTTED 1 1 1TEE 1TEE �8%16" / rIE BM, rND a3NTIES AT 24" �1 "�, r1/2" PLATE \ �— HOLES IN BOTTOM CHORD. I I STEEL JOIST STEEL JOIST -FILL CELL W/ GROUT TO 4 /I T T F MAINTAIN 2 HOUR FIRE - 1/4"x4%6" PLATE WALL INTEGRITY, TYP FIELD WELD TO COLUMN. AT DIAG BRIDGING . — 1 /2" PLATE I I i 13/16"x2-13/16" SLOTTED v W24x55 STEEL BEAM 1 W24x55 STEEL BEAM ; 5 2 HOUR FIRE WALL 6 JOISTS AT WALL 3/16 1/4 HOLES IN BOTTOM CHORD. S 5 3/4" = 1'0" S 5 3/4" = 1'0" E L E V A T 10 N ( I 1 \ 1/4"x4"x6" PLATE Ld \ FIELD WELD TO COLUMN. 1/a i i H --- 6" DIA. STEEL r'IPF �— 6" DIA. STEEL PIPE MC6X16.3 MC6X16.3 ' STL CHANNEL STL CHANNEL 7 TRUSS GIRDER TO COL UMN 8 TRUSS GIRDER TO COL UMN F S5 3/4" = 1'0" S5 --_ _ BOTTOM OF CHANNEL 3/4" = 1'0" I , 112'-6" 9'-4 1/2" VERIFY I - - - 12%14" CONT TIE BEAM GRID LINE - - - — I REINF W/ 2 a5 CONT - STEEL JOIST I " l s 1� 1/2 C3X6.03 STL CHANNEL W/ C3X6.0 -- 1 a5 CONT FROM FTG STL CHANNEL OC. PROVIDEALS AT MAX 3/16" WELD TO TOP TIE BEAM. FILL - �� - - -- - TWO STEEL JOISTS EACH SIDE AT ALL CONNECTIONS BETWEEN CHANNEL CELL WITH CONCRETE. ^ i JOISTS AND STL BEAM AND CHANNEL WELD BOTTOM SPACE 6'0" O.C. MAX. _ _ _ _ _ __- CHANNEL TO STL COLUMN AND PROVIDE , EXISTING JOIST 1/2" DIA ANCHOR TO CMU WALL � EXISTING JOIST I I 9 GARDEN SHOP ri_o-�GARDEN SHOP - - L 5"x3"x 1 /4" FRAME I I S5 1 1 /2" - 1'-0" S5 1 1 /2" - 1'-0" i L 5%3%1/4" FRAME I I I 3/16 / '! 1-__�__-------------- - - - -- - --� 1 rL ' L 2 '2"x2 1 /2" x 1 /4" BOTTOM ' I I \ I CHOR-- BRACE AT EVERY OTHER JOIST \ ' STARTING AT COLUMN. i li I I >- ROOF OPENING ' TRUSS ; RDFq � w I COORDINATE OPENING SIZE WITH MECHANICAL �I I ROOF OPENING I DRAWINGS AND SHOP DRAWINGS. 3"x3%1 /2" ANGLE. 18" LONG W/ 4 - 3/4" ANCHOR BOLTS ZD ' 12"x32" CMU TIE BEAM 11 JOIST TO TRUSS GIRDER L / 1= W/ EIGHT a5'S CONT. ' L 5"x3"xl/4" FRAME - ' COORDINATE OPENING SIZE WITH MECHANICAL ° A 1 A TYPICAL i i I� � DRAWINGS AND EXISTING FRAMING. 12"x 1 6" CMU TIE BEAM St,.:_.si i / i W1 FOUR a5'S CON?. — - -- ° W24x55 STEEL BEAM i 3 L 5" x 3% 1/ 4" F R A M F ---- ---+}f _ o ---a 3 i �6 i o GRID LINE GRID LINE �6 ' I� _ g 4'-6" CANTILEVER ---- - -- -- ----- - - ---- ---- — >z:. A _ BOTTOM TIE BEAM I'-0= --_-- - --_ -_- --------- -- 107'-10" i - W/ 4 -X1/2" PLATE W/ 4 - 3/4" ANCHOR BOLTS, 8" LONG I I TOP OF BEAM � 3"x3"x1/2" ANGLE, 18" LONG TWO STEEL JOISTS EACH SIDE 4J24x55STEELBEAM -- o o W/4-3�ANCHORBOLTS 12 OPENING AT NEW HVAC RTU 13 OPENING AT EATERY EXPRESS 14 INTERMEDIATE TIE BEAM 15 BEAM AT WALL 16 S5 3/4 - 1'0" S5 3/4" = 1'0" S5 3/4" = 1'0" S5 3/4" = 1'0" c� I 1 /2" WEB STIFFENERS Al 'll GRID LINE W/x�"x1324"AANCHORIBOLTONG 2 5' -0" HIGH PRE -FORMED PLASTIC COLUMN TOP PLATE 10"x10"x1" W/ 3/8" STIFFENERS 4"X4"X1/4" STEEL COLUMN ' ' \ FOUR 3/4" DIA. HIGH STRENGTH BOLTS (A 325) ;'" ' COLUMN COVER PROVIDED AND i 12"x24" CMU TIE BEAM ' \ — INSTALLED BY FIXTURE i W/ FOUR tt5'S CONT. C CONTRACTOR EXIST COLUMN TO REMAIN ' 1/4 ° W24x55 STEEL BEAM g ° W12x22 STEEL BEAM i .I } 1/2" GYPSUM BOARD WIiH METAL °—3%3%1/2" ANGLE. 18" LONG W24x55 STEEL BEAM I BOTTOM OF BEAM (� o Fu CEILING.BEDOSNORTOPAIN FROM i o W/ 4 - 3/4" ANCHOR BOLTS 110'-1 1/2" C0 w w F.F. TO 4'-9" A.F.F. 8"X12"X1/2" PLATE I PAINT P-L 2314 SEED PEARL, FLAT W12x22 STEEL BEAM - i ° W/ 4 - 3/4" ANCHOR BOLTS, 8" LONG PAINT. FROM 4'-9" A.F.F. TO CEILING CONT 2.8. BOLT TO COLUMN �6 i AT 24" OC DI STAGGER A STUD BOLT 3 1/2"x3 1/2"x3/8" ANGLE I I FULL WELD - 10 /2" I I TO COLUMN FIELD VERIFY ' CANT I L E V E R BEAM ON GRID A 1 / 16 19 BEAM AT COLUMN ON GRID Al 17 BEAM AT GARDEN SHOP ri8 BEAM AT WALL 21 TYP FURRED COLUMN �'s5 S5 3/4" = 1'0" S5 3/4" = 1'0" S5 3/4" = 1'0. S5 1 1/2" = 1'-0" JOB NUMBER FLORIDA DESIGN PROFESS I ON AL S v INC 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 DPS DATE ADDITION AND REMODELING TO v SEPT 91 _ SHEET NUMBER K MART STORE NO 7228 I SANFORD, FLORIDA OF SHEETS 1 FILLED CELLS FILLED W/ CONC AND REINF W/ 2 a5'S EACH 4" AND 6" CONC SLAH L1'_ -0- A DETA IL S 6 3/4" = 110" (F_8_- DETAIL S 6 3/4" = 1'0" SEE SCHED F4 10'-0" M.O. FOR ROLL -UP DOOR 2" CMU WALL >EE SCHEDULE F9 i W/ HEADED 'YP 10'-0" M.O. FOR ROLL -UP DOOR 1- 6 " ---------------------- o -- ---- J 1 6" �o^UT CORE SOLID - --- B BUILDING PAPER SOLID W/ GROUT F O O T I N G CRETE MASONRY BLOCK rq'�STEP DOWN ---COL S6 3/4" = 1'0" L W/ SEALANT H SIDES CONTROL JOINT DETAIL 3/4" = 1'0" /--CAULK _ TYPICAL 4" CONC. SLAB 1/4" CONTROL JOINT 14_ CONTROL JOINT S 6 3/4" = 1'0" METAL KFY JOINT TYPICAL 4" CONC. SLAB ----- - - - - -——---- - - - - - — ` v GENERAL CONTRACTOR SHALL USE THIS DETAIL ONLY AT THE END OF THE DAYS POUR, ON INTERIOR SLABS ONLY. SAW CUTS OR CONTROL JOINTS WILL NOT BE PERMITTED ON INTERIOR FLOOR SLABS. CONSTRUCTION JOINT 3/4" = 1'0" 3° CLR 3" CLR SEE SCHED rFq- DETAIL 3/4" = 1'0" SEE SCHED FT TYPICAL "1- S3 F6 AT TRELLIS AREA 2' 0" S3 MFDETA I L 3/4" = 1'0" 4" i ' I - - 12" CMU I t 1#5 CONT FROM FOOTING TO TOP I TIE BEAM - FILL CELL W/ CONC it SPACE AT 4'0' OC 1" PREMOLDED EXP JOINT W I 1T-111-1Z - PAVEMENT — SEE SCHEDsa `t z I FIII I I I rr I U O i CLR ww 1 (#} 3" CLR SEE SCHED-- F18 SECTION QS 3/4" = l'0" �ic�.i rnar nii..nrn F12 SECTION i I — 8" AND 12" CMU I t 145 CONT FROM FOOTING TO TOP TIE BEAM - FILL CELL W/ CONC 1 tl SPACE AT 4'0' OC Ir I I — I " PREMOLDED EXP JOINT V II 1� I - II U I rl I - I I II i SEE SCHED -1 I I � I � I U O i I3" CLR 1 3" CLR SEE SCHED --_ F4__ F5 SECTION S6 S6 3/4" = 1'0" EXIST W18X35 8"X8"X1/2" STL PLATE 12"X8"X1/2" GUSSET NEW 5"X5"X1/2" STEEL TUBE COLUMN EXIST W8X20 I I EXIST 16"X16" PEDASTAL I"`-- -- EXIST 12' CMU WALL EXIST W8X20 NG STRUCTURE 5"L EXPANSION RS AT 32" O.C. D INTO EXIST. 2". 5"x5"x1/2" STEEL TUBE COLUMN BASE PLATE 2 3/4" ANCHOR BOLTS - RED HEADS- 12" LONG W/ BURKE EPDXY SHIM AND WELD W 1/4" WELD - 4" LONG AT 2'-0" OC SECTION S 6 3/4" = l'O" 0 4" 4' 7 1/2"x14"x3/4" STL PL W/ EXIST 8" CMU 4 - 3/4" DIA 12" LONG EXP BOLTS FILL W/ BURK EPDX� _ EXIST 12" CMU N O O — -- V 6"x6"xl/2" COLUMN 10 o o — N NEW CMU FACE SHELL AS REO'D TO SQUARE OFF CORNER. STOP TOP AT 13'-2" AFF # BASE PLATE - PLAN VIEW 10 SIM I I i I I I NEW I BLDGI 4" GRID i � I I NEW 1 /2" EXIST 12" CMU PRE -MOLDED WALL BEING EXP JOINT REMOVED EX ?T NEW NEW 4" CONC SLAB W/ CONC SLA-�i COL VAPOR BARRIER I _ F�1 D E T A IL S 6 3/4" = l'O" 8" c 1" SQ 1" ,---4'x4"x1/4" COLUMN cj 8"x8"x3/4" STL PL W/ 4 - 3/4" DIA 16" LONG L�--_ + BOLTS W/ 3" HOCKS 1 /4 BASE PLATE - PLAN VIEW I I f I/ X �- MIN 1 NON -SHRUNK II I GROUT SETTING BED J U 0 0 0 0 0 13" CLR 3 CLR SEE SCHEDULE F2 SECT ION S6 3/4" = 3' CLR " 1. . " n, 1. 1N STL PL W/ LONG I/ BURK EPDXY — — SEE SCHEDULE_ rFl_6' SECT ION INC WASH DIA STANDARD PIPE -LED W/ CONCRETE D PAINTED YELLOW 18" DIA CONC BASE - 11" LONG REBAR �H WAY THRU PIPE 9 „ ' -g „ 1'- 6" F�oDETAIL S6 3/4" = 1'0" 3" CLR NON -SHRUNK SETTING BED 12" SO 2" 8" 2" N + —+-4 - 3/4" DIA BOLTS X 16" LONG W/ 3" HOOKS W/ 4" PROJECTION ABOVE BASE PLATE 6" DIA PIPE COL 12"x12"x3/4" BASE PLATE N 1/4 BASE PLATE PLAN VIEW -"�— 6" DIA PIPE COL 12"x12"x3/4" BASE PLATE W/ 4 3/4" DIA BOLTS X 16" MIN 3" LONG W/ 3" HOOK j 4" CONC SLAB W/ VAPOR BARRIER f1- II � MIN 1 " NON -SHRUNK II II GROUT SETTING BED V U — r7 13" CLR 3" CLR" y� SEE SCHED 9S6 F3DETAIL S6 3/4" = 1'0" FLORIDA DESIGN PROFESSIONALS, INC 5190 WEST HIGHWAY 40, OCALA. FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 KE Y = - (y z JOB NUMBER 901144 DPS DPS DATE 27 SEPT 91 — - -- ADDITION AND REMODELLING TO K MART STORE NO 0 7228 SANFORD, FLORIDA SHEET NUMBER OF SHEETS Y C C C C A A 321 ' 4" 1 4 0' 8" 1 1 0' 4" EXISTING CONSTRUCTION NEW CONSTRUCTION NEW CONSTRUCTION 5 6 7 8 9 1 0 11) 0.2 0.6 0.8 2 3 4 50'-8" 19'-8" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'-0" 40'=8" _ - NEW TIRE AND BATTERY CORRAL FYI �--6'- 0" 360 P. -� ,�� IT 3'- 0" 180 P. ` J ONE HR FIRE RATED ---- ------------------ -- -----------------------1 I []O \ MTL STUD WALLS r i i UL DESIGN a U305 ao 1 I I , ( a L 507 cv , 1 I - , --•-------------------- W lot Lj ------------- -� I------------------- �- - - - 1 - - -- - -J I 1 I I 1 I I I THIS AREA CONTAINS I 1 I I I F F-E I I I 1 o 2 HR FIRE RATED CMU WALL I I 1 , I 1 I I -------I r----------------------------------- -------------------------------------I L I I 1 I EXTEND TO ROOF DECK. i i T00SS 49"1/02"E SHELVING! I SEAL W/ 2 HR FIRE RATED 1 I BETWEEN AISLES I 1 , , i I I I I SEALANT CONT. , UL DESIGN U905 39'- 4" VERIFY 1 1 1 1 v SEE SHT A3 FOR EXTENT I 1 ro 17 6"I 1 I (t I I I 1 I ► I I I 1 1 I ► I I I I I I � 1 I —i - --------+—� `-------- -------- -J---- - - - - -- ) 1 1 L ------------------------------1--•-----------------------I------------------------ ------------------ - - - - -- - ----- ------ ----- - - - - -- - ------� , , - -- --- - - - - - a 1 F--- -------------------- ------------------------------------ - - - - -- ---------� r----------------------------I I - ------- - - - - -- - ----- --�� - - ----- --------• - - - - -- ' ` l "2 1 c O v • 00 3'- 0" 180 P. 18- 0" , L --------------------- I 14'-0" N L-------------------------I THIS AREA CONTAINS 6' -0" I CROSS AISLES W/ 36" TO 48" 1 I I 1 1 I I i 1 1 i i SHELVING BETWEEN AISLES i L-------------------- i i i 1 , ------� THIS AREA CONTAINS THIS AREA CONTAINS 1 1 o I INDIVIDUAL APPAREL RACKS I 1 INDIVIDUAL APPAREL RACKS I I i I I 1 1 I ' I I to - - - -- r L----------- _ ---- - o ----------------------8- . I 1CDL-- 0 o t - r-------------------------------------------------� I I , , 1 I I I I cn 00 ----------------- t - o -.. I ►-- _ r C I------ 1 ; THIS AREA CONTAINS 5'-6" TO 5'-10" I I I , , , ► I �______ ________________� CROSS AISLES W/ 36" TO 51" SH LYING I I I BETWEEN AISLES I I-- 1 r- ------------- � I I ! r7 I I I IL I L --------- -- - - - - -- -- ---------- --- -Y--- ----- -- -- --- - - - - - I L------------------- J l\ � --- ------- - - - - - N -- - - - - ------------------- - -- i I i p c -- , F rr--1 —r-I r-1 r 1 rL-J--- -_----- -- Irr—r->- LJ LJ _- --- ---- -------- .---- - ------ -- --------------- -fI - — N--- .�[��7 ❑ O LJ LJ THIS AREA CONTAINS _-"--'-IIIII -at=l1 -- - - - -- - - -canTllIII T,lIII � 5'-0" TO 6'-0" CROSS WI -----r� I I r--- --- -------------- - - - - -- - AISLES W/ 24" TO 48" ,,II1IIi ;�I o SHELVING BETWEEN AISLES. IIII1I cv r --------- - - - - -- -- - - - - -- 1 U rr ILI wilff i N 112'-0" - 00 I---- _J L-1------------------- -------- ----------r---------------------- -------r ---IiIIIII- o001 --------------------- L------ A I . 6'- 0" 360 29'- 2" P. 3 4 ,) 4A1 5A 6 q � t 7 7A 10 1 1 a 6-2• 610" 6'2" 5 36o P. 8 9 631- 10, 31'- 6" 1 5'- 0" Iv EGRESS ROUTE LAYOUT OCCUPANT LOAD CALCULATIONS BUILDING AREA TABULATIONS LITTLE CAESARS FIXED SEATS = 66 EXISTING BUILDING NEW BUILDING SALES AREA 76.657 SF/30 = 2556 SALES AREA 47.069 SO FT 69,001 SO FT OFFICE AREA 3.082 SF/100 = 31 OFFICE, ETC. 3.082 SOFT 3,082 SO FT STOCK ROOM LOWER LEVEL 11.086 SF/300 = 37 AUTO SERVICE 4.125 SO FT 4.627 SO FT MEZZANINE 9,175 SF/300 = 31 GARDEN SHOP: ENCLOSED AREA 1.880 SO FT 3.029 SO FT TOTAL ACTUAL LOAD: = 2556 PATIO 4.324 SO FT 2,953 SO FT MAX. ALLOWABLE LOAD: 19 DOORS x 180 = 3420 STORAGE 12.515 SO FT 11,086 SO FT LITTLE CAESARS N/A 1.745 SO FT BUILDING CONSTRUCTION TYPE V. UNPROTECTED, SPRINKLER AS PER SBCCI TOTAL AREA 68,671 SO FT 92.570 SO FT GENERAL NOTES 1. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL REQUIREMENTS 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC., THAT MAY BE REQUIRED FOR THIS WORK. 4. MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND 5. ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE OF K-MART OPERATIONS 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE [11 YEAR FROM DATE OF ACCEPTANCE. 7. CONTRACTOR SHALL PROVIDE A DUST SCREEN AROUND AREA OF NEW WORK AND DEMOLITION. 2 x 4 STUDS 9 2'-0" O.C. TO U/S OF ROOF STEEL W/ 1/2" PLYWOOD FROM FLOOR TO 8'-0" A.F.F. AND VISQUEEN ABOVE TO ROOF DECK 8. ALL WELDING WORK TO BE DONE BY A CERTIFIED WELDER. 9. WHERE REQUIRED BY CODE NON-COMBUSTIBLE MATERIALS SHALL BE USED IN LIEU OF MATERIALS INDICATED ON DRAWINGS. 10. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS. ]1. REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO MATCH EXISTING ADJACENT. 12. PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING. 13. ALL EXISTING MATERIAL REMOVED FOR NEW CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT HIS EXPENSE. 14. CONTRACTOR HAS THE OPTION TO USE METAL STUD IN LEIU OF WOOD STUDS. 15. ALL EXISTING FINISHES, SUCH AS FLOOR TILE, BASES, WAINSCOTS, WALL COVERINGS, CEILING TILE, ETC. TO REMAIN UNLESS OTHERWISE NOTED. REMOVE, STORE AND REINSTALL FENCE AS DIRECTED BY KMART REPRESENTATIVE. ---------------------------------- I t i ' EXIST COLUMN TO REMAIN i H t ,I � II t � I it � II � II EXIST COLUMN TO REMAIN I� ,I i M REMOVE EXIST- i CMU WALL 1 REMOVE EXIST GARDEN SHOP SEE REMOVAL NOTE 3. THIS DWG I � , I � � I t , I , 1 i F t EXIST GARDEN SHOP: EXIST PAT101 AREA ' � � 1 � � I t � I t REMOVE EXIST i STOREFRONT ' i DOOR SYSTEM ' I t. � t I � � I I I -- - - - - - -- E-----------------I---I r -I I REMOVE ASPHALT RAMP L J REMOVAL NOTES ----------------------------------- r -� I. EXISTING AUTO CENTER STOCK ROOM REMOVE EXISTING MASONRY WALLS, OFFICES,EYE WASH. TOILET AND I I LOCKER ROOM CONCRETE RAMP, AIR COMPRESSOR AND USED BATTERY t STORAGE AREA COMPLETE. EXISTING COLUMNS TO REMAIN. PLACE NEW CONCRETE SLAB OVER EXISTING CONCRETE SLAB. PROVIDE I BUILDING PAPER BOND BREAKER BETWEEN NEW AND EXISTING SLABS. I NEW CONCRETE SLAB TO BE LEVEL WITH EXISTING SALES AREA FLOOR AREA. ' I 2. EXISTING AUTO SERVICE CENTER REMOVE EXISTING MASONRY WALLS, CONCRETE CURBS, FLOOR TRENCH WITH GRATE, O.H. DOORS AND FRAMING, CONCRETE APRONS, AND EXTERIOR WALK AND ADDITIONAL H.M. DOORS AND FRAMES. REFER TO MECH. DRAWINGS FOR ADDITIONAL REMOVAL NOTES. SEE STRUCTURAL DRAWINGS FOR COLUMNS TO REMAIN OR TO BE REMOVED. FILL HOLES IN FLOOR WITH COMPACTED FILL AND PLACE NEW CONCRETE SLAB OVER EXISTING CONCRETE SLAB. PROVIDE BUILDING PAPER BOND BREAKER BETWEEN NEW AND EXISTING CONCRETE SLABS. NEW CONCRETE SLAB TO BE LEVEL WITH EXISTING SALES FLOOR AREA. NOTE: HYDRAULIC LIFTS, OVERHEAD WHEEL BALANCER AND FRAMING TO BE REMOVED BY TENANT. 3. EXISTING OUTDOOR GARDEN SHOP REMOVE CANOPY ROOF FRAMING, COLUMNS AND FOOTINGS COMPLETE, FLOOR DRAINS, CHAIN LINK FENCE COMPLETE, ALUM. AND GLASS STORE FRONT, MISC. MASONRY WALLS AND CONCRETE FLOOR SLAB. PLACE NEW CONCRETE SLAB LEVEL WITH SALES FLOOR AREA. 4. EXISTING MASONRY WALLS REMOVE MASONRY WALLS FULL HEIGHT, EXISTING WALL FOOTINGS TO REMAIN PLACE NEW CONCRETE SLAB AGAINST EXISTING CONCRETE SLAB. PATCH AND REPAIR EXISTING CEILING AND FLOOR TILES TO MATCH EXISTING DAMAGED DURING CONSTRUCTION. NOTE EXISTING WASTE -OIL TANK AND SAND AND GREASE INTERCEPTER REMOVAL PROCEDURES AND REQUIREMENTS A. DISCONNECT AND REMOVE ALL BUILDING INLET, GAUGE AND VENT LINES. LINES PROJECTING THROUGH THE CONCRETE FLOOR SHALL BE CUT OFF AT FLOOR LEVEL AND SEALED WITH GROUT. B. PRIOR TO PHYSICALLY LIFTING THE EXISTING TANK FROM THE GROUND ANY EXISTING WASTE OIL SHALL BE SUCTIONED FROM THE TANK AND DISPOSED OFF -SITE IN A LEGAL MANNER. C. CUT EXISTING TIE -DOWN STRAPS ON THE TANK, DISCONNECT VENT AND FILL LINES AT THE PERIMETER OF THE EXCAVATION AND REMOVE TANK. CAP THE EXISTING UNDERGROUND LINES TO THE BUILDING. D. ALL BROKEN ASPHALT, THE STEEL TANK AND RELATED PIPING SHALL BE IMMEDIATELY REMOVED FROM THE SITE. E. THE CONTRACTOR SHALL PROVIDE ADEQUATE BARRICADES AND WARNING DEVICES TO SEAL OFF THE WORK AREA. UNDER NO CIRCUMSTANCES SHALL AN EXCAVATION REMAIN UNBACKFILLED F. NEW BACKFILL MATERIAL SHALL CONFORM TO THE D.O.T. STANDARD SPECIFICATIONS AND SHALL BE COMPACTED IN 8" LIFTS AS STRUCTURAL BACKFILL TO 95% DENSITY AS DETERMINED BY ASTM D1557-78. COMPACTION OF BACKFILL BY PONDING AND JETTING SHALL NOT BE PERMITTED. A REMOVE EXIST ASPHALT PAVING AND SUB BASE - VERIFY EXTENT ON CIVIL DRAWINGS. EXIST CMU COLUMN TO BE REMO N0. REVISION N CAIJI MOFFML1 I�nlll TO REMAIN OVERALL DEMOLITION PLAN 1/16" = 1'0" REMOVE EXISTING METAL PARAPET CAP MAINTAIN WEATHER SEAL DURING CONSTRUCTION OF WALL EXTENTION LINE OF EXISTING STORE DEMOLITION LEGEND DESIGNATES EXISTING CONSTRUCTION TO REMAIN =___== DESIGNATES EXISTING CONSTRUCTION TO BE REMOVED DATE FLORIDA DESIGN PROFESSIONALS n INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 Z 0 ° z ADDITION AND REMODELLING TO K MART STORE NO 722811111 SANFORD. FLORIDA JOB NUMBER 901144 DRAWN BY SMC DATE 27 SEPT 91 SHEET NUMBER Al OF 14 SHEETS I r u GENERAL NOTES 1. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL REQUIREMENTS 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS. TESTS, ETC., THAT MAY BE REQUIRED FOR THIS WORK. 4. MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OR LIKE KIND 5. ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE OF K-MART OPERATIONS 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE C13 YEAR FROM DATE OF ACCEPTANCE. 7. CONTRACTOR SHALL PROVIDE A DUST SCREEN AROUND AREA OF NEW WORK AND DEMOLITION. 2 x 4 STUDS 0 2'-0" O.C. TO U/S OF ROOF STEEL W/ 1/2" PLYWOOD FROM FLOOR TO 8'-0" A.F.F. AND VISQUEEN ABOVE TO ROOF DECK 8. ALL WELDING WORK TO BE DONE BY A CERTIFIED WELDER. 9. WHERE REQUIRED BY CODE NON-COMBUSTIBLE MATERIALS SHALL BE USED IN LIEU OF MATERIALS INDICATED ON DRAWINGS. 10. ALL DIMENSIONS ARE TO BE VERIFIED IN FIELD WITH EXISTING CONDITIONS. 11. REPLACE OR REPAIR ALL DAMAGED WORK IN AREAS AFFECTED BY DEMOLITION OR ALTERATION TO MATCH EXISTING ADJACENT. 12. PATCH AND REPAIR ALL WALLS PRIOR TO PAINTING. 13. ALL EXISTING MATERIAL REMOVED FOR NEW CONSTRUCTION SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF AT HIS EXPENSE. 14. CONTRACTOR HAS THE OPTION TO USE METAL STUD IN LEIU OF WOOD STUDS. 15. ALL EXISTING FINISHES, SUCH AS FLOOR TILE, BASES, WAINSCOTS. WALL COVERINGS, CEILING TILE, ETC. TO REMAIN UNLESS OTHERWISE NOTED. N OVERALL BUILDING PLAN 1/16' = 1'0' NO" REVISION DATE FLORIDA DESIGN PROFESSIONALS o 1 N C 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO SANFORD, FLORIDA 7228 f/0 CONSTRUCTION NOTES COLUMN GRID DESIGINATIONS USED ARE THOSE USED ON ORIGINAL CONSTRUCTION DRAWINGS AND ARE SHOWN FOR REFERENCE ONLY Z O z DESIGNATES EXISTING CONSTRUCTION TO REMAIN DESIGNATES EXISTING CONSTRUCTION TO BE REMOVED REFER TO DEMOLITION PLAN DWG Al DESIGNATES NEW CMU CONSTRUCTION DESIGNATES NEW METAL STUD CONTRUCTION, 3 5/8" STEEL STUDS, 16" OC, U.N.O. JOB NUMBER 901144 DRAWN BY SMC DATE 27 SEPT 91 SHEET NUMBER A OF SHEETS I I FLOOR ELEVATIONS SHOWN ARE BASED ON AN ASSUMED ELEVATION OF 100'0" TOP OF CONCRETE SLAB AT EXISTING SALES AREA ONE HR FIRE RATED PARTIAL FLOOR PLAN — SOUTH ADDITION 1/8" = 1'- 0" m 77�.av Z1 JOB NUMBER No. REVISION DATE FLORIDA DESIGN PROFESS I ON A L S o I N C KEY 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 S DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 SMC DATE ADDITION AND REMODELLING TO 0 27 SEPT 91 O SHEET NUMBER K MART STORE N O 7228 z A SANFORD, FLORIDA OF 1¢ SHEETS 0. NEW INTEG ASPHALT R SEE DETAII m NEW CONC BUMPER WHERE SHOWN ON DWG A2 I- 1/2" PREMOLDED EXPANSION JOINT IN CONCRETE - TYPICAL AT 5'-0" OC 4" CONCRETE SIDEWALK W/ 6X6- W1.4XW1.4 WWF ON 4" MINIMUM COMPACTED SAND FILL 5'- 0" 1 /2' EXPANSION JOINT ALONG FACE OF MASONRY WALL 4" YELLOW STRIPES ON TOP OF CURB. PAINT FACE OF CURB YELLOW TYP �IDFWALK DETAIL 1/8" = I'0" 4" CONCRETE SIDEWALK '"- SEE DETAIL A/A4 EQUAL EQUAL ASPHALT RAPdP —'- �� \�/ SEE FLOOR PLAN I\\ ` 0 4" WIDE PAINTED (01 YELLOW STRIPES SEE FLOOR PLAN 61- 0" TYP ASPHALT RAMP END DETAIL 1/8" = 1'O" FLOOR ELEVATIONS SHOWN ARE BASED ON AN ASSUMED ELEVATION OF 100'0" TOP OF CONCRETE SLAB AT EXISTING SALES AREA NO. I REVISION If PARTIAL FLOOR PLAN - NORTH ADDITION 1/8" = I'-0" DATE FLORIDA DESIGN PROFESS I ON AL S P INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO 7228 111111 SANFORD, FLORIDA K E Y JOB NUMBER 901144 z DRAWN BY O SMC DATF 27 SEPT 91 --I SHEET NUMBER Z OF 4 .SHEETS s s ROOM FIN ISH S C H E D U L E FLOOR BASE WALLS WAINSCOT HGT CEILING HGT REMARKS MARK MARK NAME F ¢ w w o o I. WAINSCOT TO BE PAINTED IN AREAS ONLY AS DIRECTED BY TENANT. w �ui U_ w zo �' o Iw,J 2. PAINT EXPOSED STEEL COLUMNS IN SALES AREAS cn wII w m F W = SEE OWNER'S COLOR SCHEDULE. w t- = "_' m = w "'� cn (D o u u � cn x -C cn 3. MARBLE THRESHOLD TO OCCUR AT INTERSECTION OF � W O m z (n W (n z (n Q w = (n ¢ (n CERAMIC TILE AND OTHER FLOOR MATERIALS w ¢ z u- Dc o cf)¢ U CD (D o 1— _ = �- AT DOOR OPENINGS. U) w (n 0m w s v c'> o w Fo w 4. MODIFY EXISTING CEILING SYSTEM AS REQUIRED TO m w w U) ww = w �, c� o o C� w ¢ Iw— ACOMMODATE NEW CONSTRUCTION AS SHOWN ON DWG A2 3 0 o (n w o m ozo of oz.< N ¢ I— — n o J 5. AT EXIST TOILETS, WHERE NEW WORK OCCURS, w - C° z 1= a �- o 11 0 v~i o W m 0 0° LL 2n PATCH DAMAGED AREAS TO MATCH EXIST ADJACENT J f- z o o (n J w ? z 11 ow z u oL, O u O u ? O u CD -1 3 0 11 oLL FINISHES a z o = o w w cn r w 3 W z z" a z `; ¢ o w ¢ m a m U o a ' 6. EXIST FLR AND BASE MTL SHALL REMAIN, AS IS, 0 1- J z o m 0 < o U z z a U) Z z o L� u Z N w o(n EXCEPT WHERE PATCHING AND/OR NEW WORK 0 w O .1 ¢ w w so w � =o a ¢ a o � a X (no REQUIRES NEW MATERIAL WHICH SHALL MATCH EXIST 3 (n (n m 0 J v _J o .J U- v W ¢ —� J J O w O J w x cx X (' L,I w ¢ m ¢ � w m z '- a O V) 'o J I ¢ a m o 0 c CL 1� r w ~ ¢! 7. REPLACE ALL DAMAGED EXIST CEILING TILE AND GRID w w w ¢ u w 3 ~ ¢ o " 00 CO 2 W C° ~ PAINT CEILING TILE AND GRID IN EXISTING c w W o w � O (n O � - J F- � W - O f- w W V- x v x O (n (n o (n w v u) of W o(n SALES AREA FLAT WHITE J m Z N (n (n ¢ 3 >_ ¢ R' r (n o(n 11 w 3 r -1 >- w ¢ o(n —� :I c m - a co ((nn - -1 11 Z z Z IL w m ¢ ¢ z O (L >- J J W ¢ z x _l O C� ¢ J z J O (D r X ¢ \ X w X w o (n (� 8. IINSTALLED RIS ANREXTENSION O U O U LL_ D � m —1 (7 0 o m a_ U m> w UU) g m a u(n N N N N c� w (n N N (n AND BYEKMARIT. FLOOR OF EXIST SALES FLR AND IS OPEN TO SALES CLG ABOVE A B C D E F G H J K L M N 0 P R S T U V W JX7e Z AA BBrCC DD EE FF E G H J K L P F,SG CC F 12'0" x'll 101 X 1 2' 0" 1 02 101 SALES AREA B B E H K L F. SG AA SG VARIES PAINT ALL EXPOSED DUCTWORK 103 102 NEW SALES AREA 103 NEW GARDEN SHOP C E E H H J K K SG 104 104 NEW GARDEN SHOP PATIO C AA F VARIES 105 NEW AUTO SERVICE AREA A F H K SG X 8' 0" 1 06 105 106 NEW AUTO WAITING B B E H H J J SG SG X Z SG 8' 0" 1 07 X AA F VARIES 108 107 NEW AUTO TOILET SG 108 NEW AUTO COMPRESSOR ROOM B E H X Z SG 8' 1" 1 0 1 09 1 Og EXIST MEN' S TOILET H J P AA EE F 8' 1" 1 0 1 1 0 H M P SG 1 1 0 EXIST. WOMEN' S TOILET B 8' 1" 1 0 1 1 1 1 1 2 EXIST -WOMEN EMPLOYEE'S TOILET P EE 8-1- 1 1 2 EXIST. MEN EMPLOYEE' S TOILET B P EE 811 1 1 3 1 13 EXIST. MEN EMPLOY. VEST. B M P _ 8' 1" 1 1 4 1 1 q EMPLOYEE LOUNGE B E J P FFF 1 15 NE'�%: STOCK ROOM B E J P SG AA VARIES I 5 P SG AA 8' 1 "_ 1 1 6 1 1 6 NEW STOCK ROOM B E J AA BB 8' 1 "8 1 1 7 _ 1 1 7 NEW FITTING ROOMS AA 8-1" 113 E t— J P F 118 EXIST. CHECKING, RECEIVING B AA 8 i" 119 E J P F 119 EX. MEN'S , BOY'S STOCK RM B DD SG g 1^ 1 20 E J P F 120 NEW STOCKROOM CORRIDOR B IAA 8'1" 121 121 EXIST. CAMERA/JEWELRY STOCK RM. B E J P F F AA g I" 122 122 NEW STOCK ROOM B E P 123 123 NEW STOCK ROOM B E J F X Y CC 14'0" SEE DWG Al I FOR PATTERN OF FLOOR TILE 124 �7'0" SG R T U 2q NEW LITTLE CAESARS B D E *J N NEW LITTLE CAESARS' PREP B E +J N SG R7'0" Y CC 14'0" 125 125 F,SG X 12'0" 126 12 6 NEW SALES AREA B E H K L n Inl CVICT Tnil FT RnnMs. WHFRF NFW CONSTRUCTION 0 ` N Arnllr-Tirel T11 F TYPICAL ELECTRONICS DEPT. 3/8" = 1'0" OPAINT DARK GREY A FROM 8'-0" AFF TO CEILING OPAINT DARK GREY SATIN ENAMEL FROM FF TO 20" AFF OAREA REMAINS UNPAINTED, COORDINATE WITH FIXTURE CONTRACTOR SELECT FROM THE FOLLOWING: - SHERWIN WILLIAMS 1014 HEMATITE - BENJAMIN MOORE 1617 - PRATT-LAMBERT 2236 DEEP CHARCOAL PITTSBURGH PAINTS 4751 CAMEO BLACK GLIDDEN 79-61 TYPICAL PHARMACY ELEVATION 3/8" = 1'D" TYPICAL ALL WALLS PAIPIT WALL 1013 SATIN ENAMEL PAINT A FROM 8'-1" AFF TO CEILING OPAINT WALL BLACK SEMI -GLOSS PAINT FROM 7'-5" AFF TO 8'-1" AFF NOTE: PAINT DOOR & FRAME AND WINDOW FRAMES P-L 2314 SEMI -GLOSS PHARMACY WALLS SHALL BE PAINTED P-L 2314 SEED PEARL, SEMI -GLOSS FIN FLR TO CEILING 0 I co TYPICAL SALESROOM ELEVATION 3/8" = 1'0" OPAINT WALL P-L 2314, SEED PEARL, FLAT A FROM 8'-0" AFF TO CEILING OPAINT WALL P-L 2314 SEED PEARL, SEMI -GLOSS FROM FF TO 20" AFF OAREA REMAINS UNPAINTED, COORDINATE WITH FIXTURE CONTRACTOR OR PATCHING OF EXIST CONSTRUCTION OCCURS, MATERIALS SHALL MATCH EXIST ADJACENT MATERIALS 10. SEE SHT. A13 FOR EXTENT OF GWB 11 . PROVIDE NEW FLOOR TILE AT EXISTING STOCKROOMS CONVERTED TO NEW SALES AREA. 1/4" TEMP GLASS PUSH BAR BUMPER BAR EACH SIDE-KAWNEER #37-485 OR EQUAL SEE DETAIL THIS - SHEET GENERAL NOTES: INTERIOR REIN. H.M. HEAD W/12 GA. E • MIN. 12" FROM JAMB ACRYLIC WINDOWS c (fl In - L1 m NOT USED N O N O m o �- ALL PAINT COLORS REFERENCED ON THIS SHEET ARE PRATT AND LAMBERT - P-L- PRODUCTS. IF FURNISHED BY ANY OF THE FOLLOWING APPROVED MANUFACTURERS, COLORS MUST BE MATCHED EXACTLY: SHERWIN WILLIAMS - SW, BENJAMIN MOORE - BM, PITTSBURG PAINTS - PPG OR GLIDDEN PAINTS - GL. PAINT ALL INTERIOR SALES ROOMS AS INDICATED ON THE TYPICAL ELEVATION. IF METAL, PAINT DOORS AND FRAMES: P-L 2241 CAROLINA GULL, SEMI -GLOSS, IF WOOD, STAIN DOORS AND FRAMES: BENJAMIN-MOORE MOORWOOD VINYL ACRYLIC LATEX PAINT SOLID COLOR STAIN, COLOR 089-70. -OR- OLYMPIC STAIN ACRYLIC LATEX, COLOR: BEACHWOOD -OR- GLIDDEN LATEX SOLID COLOR STAIN, #9433, SMOKED PEARL: DO NOT PAINT LAMINATED SURFACED DOORS. COLOR SHALL MATCH WILSON ART D92-6, DOVE GREY. PAINT FREESTANDING SALESROOM SUPPORT COLUMNS P-L 2241 CAROLINA GULL, SEMI -GLOSS FROM FF TO 6'-0" AFF AND P-L 2314 SEED PEARL, FLAT FROM 6'-0" AFF TO CEILING. PAINT ALL OBSERVATION WINDOW FRAMES TO MATCH COLOR OF ADJACENT WALL. AT FULL HEIGHT STOCK ROOM WALL, BEYOND 12'-0" HIGH PARTITION WALL, PAINT P-L 2314 SEED PEARL, FLAT, FROM 9'-0" AFF TO CEILING. DO NOT PAINT BELOW 9'-0". GLAZED MASONRY UNITS AT STOREFRONT/VESTIBULE SHALL BE SPECTRAGLAZE SPECIAL GREY FLANNEL a2. PAINT ANY EXPOSED SALESROOM WALLS P-L 2314, SEED PEARL, SEMI -GLOSS FROM FF TO 8'-0" AFF, COORDINATE W/ FIXTURE LAYOUT VERIFY ALL COLORS AND TYPES OF FINISHES W/ K MART PRIOR TO ORDERING ANY MATERIALS PAINTING SCOPE OF WORK CONSISTS OF EXIST./NEW EXPANDED AREA EXISTING SALES AREA TO BE PAINTED AT NIGHT. O DOORSCHEDULE MARK LOCATION DOOR SIZE DOOR FRAME LOUVER THRESHOLD MATERIAL HDW SET REMARKS MARK r TH'K TYPE MAT'L DETAIL MAT'L PR 3'O"x7'O" 1 3/4" A ALUM/GLASS 2 SIM ALUM MAT 5B AUTOMATIC DOOR CONTROL 1 1 NEW ENTRY AUTOMATIC 101 ALUM ALUM.A 1 2 2 NEW ENTRY 101 PR 3'0"x7'0" 1 3/4" A ALUM/GLASS 2 STEEL MAT 5B AUTOMATIC DOOR CONTROL 3 3 NEW ENTRY AUTOMATIC 101 PR 3'0"x7'0" 1 3/4" A ALUM/GLASS 2 SIM H STEEL 5 ALUM VINYL 11 4 4 NEW SALES AREA 102 10'0"xl2'0" ALUM ALUM,A 2A 5 5 NEW GARDEN SHOP 103 PR 3'0"x7'0" 1 3/4" A ALUM/GLASS 2 1 3/4" J ALUM/GLASS 2 SIM ALUM ALUM,A AUTO SLIDER, MOTION ACTIVATED. W/ TRANSOM 6 6 NEW GARDEN SHOP 103 8'0"x7'0" ALUM ALUM,A 2A 7 7 NEW GARDEN SHOP 103 PR 3'O"x7'0" 1 3/4" A ALUM/GLASS 2 GALV METAL - CHAINLINK FENCE GATE W/ HASP AND LOCK 8 8 NEW GARDEN SHOP PATIO 104 PR 3'O"x10'0" GALV MTL GALV METAL HOLLOW METAL - CHAINLINK FENCE GATE W/ HASP AND LOCK 9 9 NEW GARDEN SHOP PATIO 104 PR 5'0"x10'0" GALV MTL ALUM,C 24 INSULATED 10 10 NEW AUTO SERVICE CENTER 105 3'0"x7'0" 1 3/4" E HOLLOW METAL 4 F STEEL 5 STEEL STEEL it INSULATED 11 11 NEW AUTO SERVICE CENTER 105 10'0"x12'0" 2" 11 INSULATED 12 12 NEW AUTO SERVICE CENTER 105 10'0"x12'0" 2" F STEEL 5 F STEEL 5 STEEL STEEL STEEL 11 INSULATED 13 13 NEW AUTO SERVICE CENTER 105 10'O"x12'O" 2" 11 INSULATED 14 14 NEW AUTO SERVICE CENTER 105 10'0"x12'0" 2" F STEEL 5 11 INSULATED 15 15 NEW AUTO SERVICE CENTER 105 10'0"x12'0" 2" F STEEL 5 STEEL 5 STEEL HOLLOW METAL 11 INSULATED 16 16 NEW AUTO SERVICE CENTER 105 10'O"x12'0" 2" F ALUM,C 24 t7 it NEW AUTO WAITING ROOM 106 3'0"x7'O" 1 3/4" G HOLLOW METAL D/A5 HOLLOW METAL HOLLOW METAL ALUM,C 16 2 FIR B LABEL FIRE RATED DOOR AND FRAME 18 18 NEW AUTO WAITING ROOM 106 310"x7'0" 1 3/4" E HOLLOW METAL 4 26"x10" ALUM 26 19 19 20 NEW AUTO TOILET 107 3'0"x7'0' 1 3/4" E HOLLOW METAL 4 24"x36" ALUM 27 21 NEW AUTO COMPRESSOR RM 108 3'0"x7'O" 1 3/4" E HOLLOW METAL 4 HOLLOW METAL NEW AUTO SERVICE CENTER 105 3'0"x7'0" 1 3/4" G HOLLOW METAL 4 HOLLOW METAL HOLLOW METAL ALUM,C 25 21 : 21 VINYL 15 22 22 EMPLOYEE LOUNGE 114 3'O"x6'8" 1 3/4" E HOLLOW METAL 4 HOLLOW METAL HOLLOW METAL VINYL 22 DOUBLE ACTING SERVICE DOOR 23 23 24 NEW STOCK ROOM 115 3'O"x7'0" 3/4" C PLY LAM/WOOD 1 ALUM 19 UL RATED 20 MIN LABEL 24 STOCKROOM CORRIDOR 118 3'0"x6'8" 1 3/4" E HOLLOW METAL 1 1 3/4" E HOLLOW METAL I HOLLOW METAL ALUM 19 UL RATED 20 MIN LABEL 25 25 STOCKROOM CORRIDOR 122 3'O"x6'8" HOLLOW METAL ALUM 18 UL RATED 20 MIN LABEL 26 26 STOCKROOM CORRIDOR 120 3'0"x6'8" 1 3/4" E E HOLLOW METAL I HOLLOW METAL I HOLLOW METAL HOLLOW METAL HOLLOW METAL ALUM 19 UL RATED 20 MIN LABEL 27 27 STOCKROOM CORRIDOR 119 3'0"x6'8" 1 3/4" ALUM 18 UL RATED 20 MIN LABEL 28 28 STOCKROOM CORRIDOR 121 3'0"x6'8" 1 3/4" E HOLLOW METAL 1 VINYL 22 DOUBLE ACTING SERVICE DOORS 29 29 NEW STOCK ROOM 123 PR 3'0"x7'0" 3/4" C PLY LAM/WOOD 1 I —LINE OF FIRE SHUTTER 9/16�3/1 " �1 3/8" 1 5/81�1 9/16" 1 EXTEND SILL TO RECEIVE FIRE SHUTTEF 1 " INSULATVE METAL PANEL i PROVIDE CLOSURE AT SIDES c I � 1 4 3/8" HOLLOW MTL 1 FRAME 1 N � I oD � I DOOR I � N I 1 15/16" 2 3/8" 1 9/16" 5 7/8" D DETAIL (k)4ET 11-1 lo L LASTIC NPACT PLATES OUBLE CTING OOR EIN. H.M. FRAME 1/12 GA. E . MIN. 24" FROM AFF OMIT STOP AT CASED OPENING & DOUBLE - ACTING DOORS � o 0 0 W WINDOW DETAILS 4' s 1 JAMB (HEAD SIM ) S 1/4 �(r 1/2" "KAWNEER" #37-485 BUMPER ASSEMBLY c 00 CONSISTING OF TWO N� N BUMPER BARS FOR BACK TO BACK INSTALLATION MOUNTED W/ THRU STUDS & SET SCREWS L t t/4" I BUMPER DETAIL NTS 1/2" EXPAN! SEE FOUNDA' PLAN UW MtIHL E FOR METAL LOUVER SEE MECH DWG NO LOUVERS IN LABELED DOORS ALUMINUM STOREFRONT SECTION W/ REINFORCING, OMIT AT PERIMETER OF FRAME 1 3/4� I A 1 I 'D 101- 0" C_l❑C JI '�� vI P... J 0 0 w s PREFINISHED INSULATED METAL PANEL IN HM FRAME 1/4" WIRE GLASS ci I o 5/8"x3/4" HOLLOW '- METAL GLASS STOP FILL SOLID W/ GROUT 0 o c I ¢ I HOLLOW MTL FRAME o w 8" CMUEl (� c — I 10" 3 EQUAL DIV. w1 WINDOWTYPES SCALE: 1/4" = 1'0" /--HOLLOW METAL FRAME F1 0 "x)0"xl/4" GLASS I Ili— FLUSH HM INSULATED FLUSH PANE EXHAUST PORT 2 HR FIRE RATED FIRE SHUTTER ON SERVICE BAY SIDE OF WALL 1/4" WIRE GLASS INSULATING GLASS TRANSOM SUPPLIED BY AUTO. DOOR MANUF. O O U DOORT Y P E S SCALE: 1/4" = 1'0" CMU LINTEL CONT. STRAP ANCHORS 3 PER JAMB 2 -1/4" l� O GROUT 1 /4 /",- SOLID / 5 34 / U CAULK BOTH SIDES SEALANT ALUMINUM �^o FRAME D E T A I L S ALUM THRESHOLD NTS AT STOREFRONT DOORS GROUT SOLID FOR 8" MIN. COORDINATE W/ PLANS JAMB �NT5 5NS L-3"x 3"x 1/4" ANCHOR TO MAS EXTEND INSIDE LEG UP WALL TO SECURE DOOR TRACK. VERIFY HEIGHT WITH DOOR MFR. ALIGN THRESHOLD OP OF 6" WIDE x 1/8" STEEL DOOR W/ SWEEP WITH BACK OF FRAME HICK RUBBER STRIP i 7" ABRASIVE ALUMINUM N THRESHOLD SET 1 /2" 1 /2" IN MASTIC SLOPE AWAY DOOR AS FROM DOOR SHEDULED I RESILIENT EDGE STRIP RESILIENT TILE SEALANT —THRESHOLD ANCHOR CONCRETE W/ BACK-UP FLOOR PREMOLD EXPANSION _ JOINT MATERIAL rB_'VINYL THRESHOLD rC ALUM THRESHOLD NTS AS NTS AS AT EXT STEEL DOORS a A SECT ION A6 3" = 1 ' 0" ROOFING MEMBRANE -- PROVIDE 3, 8"x 18" OVERFLOW SCUPPERS SET BOTTOM 2" ABOVE ROOF SEE A9 FOR LOCATIONS FLASHING ---] PLASTIC LAMINATE SILL ON 3/4" PLYWOOD ON WOOD FURRING � I t LINE OF CONCRETE I MASONRY BULKHEAD ti �I BELOW I I 3/4" INSULATED I FLOAT GLASS SET IN 4 1/2" x 1 3/4" ALUM. STOREFRONT FRAME 4" x 4" DOWNSPOUT N WITH STRAPS 4 X 4 STEEL TUBE iA6 SECTION COLUMN, PAINTED 3" - 1 0" --- _ _-10, rmli STOREFRONT GALV METAL CAP FLASHING W/ CONT HOLDDOWN 0.7 CLEATS BOTH SIDES, ON PT 2x NAILER ANCHORED W/ 1/3%3" LAG SCREWS AT 24" OC -- 3/4" EIFS ON 1 /2" EXT GRADE SHEATHING ON 3 5/8", 18 GA MTL STUDS AT 16" OC ,.---CONT SEALANT JT AT PERIMETER MTL SCUPPER, 8" Hx18" W W/ BUILTIN GRAVEL STOP MFRD AND INSTALLED AS PER SMACNA RECOMENDATIONS SEE FLOOR PLAN FOR LOCATIONS 1.3 4% 3"xt/4" CONT STL ANGLE AT PERIMETER ON ROOF DECKING - I HP JOIST I I I BEARING / 1•' E.L. 115'-4" 1 Ox t 6 CONC TIE BM REINF W. 4 #5' S CONT W/ a3 TIES AT 1 24" OC, MIN 16" D STEP AS REO'D I I SALES RM --�' LAY -IN CEILING I 2" CMU SOAP STL JOISTS W/ STL I BEARING PLATES, SEE STRUCTURAL DWGS I I I I GALV MTL DOWNSPOUT CONDUCTOR HEAD, " INSTALLED AS PER SMACNA RECOMMENDATI SET TOP OF CONDUCTOR HEAD 1" BELOW BOTTOM OF SCUPPER. r7 GALVANIZED METAL _ _ = 4"x4" DOWNSPOUT c SECTION A6 1 1/2" = 1'0 MEMBRANE FLASHING ON 1/2" EXT GR PLYWOOD LAP SEALANT --- STONE BALLAST OVER SINGLE -PLY MEMBRANE ROOF ON 2 LAYERS OF RIGID INSULATION 1/2" GYPSUM BOARD, PAINTED, ON 2x4 WOOD FURRING AT 16" O.C. WITH 1 1/2" RIGID L SECTION INSULATION A6 3" = I ' 0" —_ -- -— EDGE OF PL LAM TOP — ------ - -- -- -f------ -LINE OF GYP WALL BRD I -- - - - - - - - - ---� I I —1--- — LINE OF CMU BELOW I I I � I I I I I I 3/4" INSULATED FLOAT I GLASS SET IN I 4 1/2"xl 3/4" ALUM I STOREFRONT FRAME t SEE ELEVATIONS ON DWG A9 FOR TYPES i OF GLASS I I SHIM AND CAULK I AUTOMATIC SLIDING DOOR SYSTEM--\ -4 X 4 STEEL TUBE COLUMN, PAINTED LINE OF CONCRETE MASONRY BULKHEAD BELOW METAL ROOF DECK, PAINTED STEEL JOIST, PAINTED STEEL BEAM, PAINTED CONT PT 2x WD NAILERS POWERSHOT TO STL BEAM 1/2" GYPSUM BOARD, PAINTED, ON 3 5/8 18 GA MTL STUDS AT 16" OC WITH 3 1/2" RII BATT INSULATION WITH VAPOR BARRIER CONT C3x6.0 W/ C3x6.0 VERTICALS AT 6'0" OC WELD ALL JOINTS W/ CONT 1/4" FILLET WELDS TYP BOTH SIDES. WELD FRAMES TO STL BM ABOVE �v 0 i N o i Q o - PLASTIC LAMINATE ON 3/4" PLYWOOD —\ ON CONT PT WD NAILERS 1/2" GYPSUM BOARD, PAINTED, ON 2x4 0 i WOOD FURRING v 1 AT 16" O.C. WITH 1 1/2' RIGID INSULATION BETWEEN — -\ 4" HIGH RUBBER BASE, TYPICAL i i -------------------- / 24 GA. GI COUNTER FLASHING AND RECEIVER STONE BALLAST OVER SINGLE -PLY MEMBRANE ROOF ON 2 LAYERS OF RIGID INSULATION —MEMBRANE FLASHING WITH LAP SPLICE 1"xl"xl/8" STL ANGLE BRIDGING WELD TO BOT CHORD OF BAR JOISTS AND WELD TO 1/4" x6"x6" STL ANGLE 6"L W/6"L STUD ANCHOR SET INTO JOINT AT END WALL BAR JOIST AND METAL DECK, PAINTED o SECTION A6 3/4" = 1'0" 0.7 GALV METAL CAP _ FLASHING W/ CONT HOLDDOWN CLEATS BOTH SIDES, ON PT 2x NAILER ANCHORED W/ 1/3"x3" LAG SCREWS AT 24" OC B 0 T OF NAILER 116'-6" 3/4" E.I.F.S. ON 1/2" EXT GR SHEATHING ON 3 5/8", 18 GA MTL STUDS AT 16" OC R 11 BATT INSULATION JST BEARING -f 115'-0" TRELLIS SYSTEM JOISTS, COLUMNS, PLATES, ETC. SUPPLIED AND INSTALLED BY TENANT - - - -/jo i CONT MC 6xl6.3, PAINTED t PROVIDE BACKER ROD AND SEALANT AT TOP AND BOTTOM OF STEEL CHANNEL, TYPICAL E.I.F.S. ON 1/2" EXT GRADE SHFATH ON 3 5/8 18 GA MTL STUDS AT 16' METAL FLASHING, CONT SHIM AND CAULK, BOTH SIDES RECEIVER CHANNEL 3/4" INSULATING FLOAT GLASS SET IN 4 1/2" X 1 3/4" n ALUMINUM FRAME II�_ I III H SECTION A6 1 1/2" = 1'0" SEALANT JT SHIM AND CAULK 12" CONCRETE MASONRY BULKHEAD, PAINTED REINF AT TOP COURSE W/ 2 a5'S CONT 1/2" EXPANSION JOINT, TYPICAL ---------------------- HOLD LOCATION OF THIS 2x4 BLKG — 1/2" GYPSUM BOARD ON 2x4 WD FURRING AT 16" OC WITH 1 1/2" RIGID INSULATION tETE 1/2" PREMOLDED JOINT FILLER ILLER YP. LINE OF KMART SALES FLOOR EL•=100'0" LINE OF KMART SALES FLOOR EL. 100'-0" y D 7ESECTION A6 GALV METAL CAP FLASHING W/ CONT HOLD DOWN CLIPS, BOTH SIDES, OVER CONT PT 2x NAILER ANCHOR W/ 1/2"x8"L BOLTS ••. - "^^"^ ^^"^E AT 48" OC IVER TONE BALLAST- �ER SINGLE-PL MBRANE ROOF V 2 LAYERS OF IGID INSULATIOr /2" GYPSUM BC AINTED, ON 3 TL STUDS AT ' ITH 3 1/2" BA ISULATION AND APOR BARRIER TEEL BEAM EYOND , PAINT /2" GYPSUM B( N 1 1/2" MTL URRING AT 16" ITH 1 1/2" RI NSULATION /2" GYPSUM B )N 2x4 WOOD URRING AT 16' JITH 1 1/2" RI NSULATION 12" CONCRETE 4" HIGH RUBBE LINE OF KMART SALES FLOOR EL. 100'-0" 1/2" PREMOLDI JOINT FILLER -SEE C/A6, THIS SHEET FOR ADDITIONAL NOTES -3/4" E• I. F. S. ON 1/2' EST GR SHEATHING ON 3 5/8", 18 GA MTL STUDS AT 16" OC - R 11 BATT INSULATION -STEEL BEAM W/ STL BEARING PLATE -STEEL CHANNEL. PAINTED y \ V -1 4"x 12" CONT TIE BEAM REINF W/ 2 a5 CONT I I - 3/4" E.I.F.S. ON t t 12" CMU WALL ZTRELLISSYSTEM JOISTS, COLUMNS, t I PLATES, ETC. SUPPLIED I t BY TENANT INSTALLED I I t t BY TENANT - I I 1 u5 CONT FROM FTG TO TOP TIE BEA CELL WITH CONC SPACE 4'0" 0•I 0 i 0 1/2" PREMOLDE JOINT FILLER i SECTION A6 NOTE, PAINT ALL EXPOSED STRUCTURAL STL, MTL DECKING AND HVAC DUCTS, SEMI -GLOSS PL 2314 SEED PEARL AS DIRECTED BY KMART REPRESENTATIVE. PLASTIC LAMINATE FOR WINDOW SILLS SHALL BE ONE OF FOLLOWING, FORMICA 1816 FOG DUST, MATTE FINISH WILSON ART 4604-8 PEARL SAND, MATTE FINISH FILL ALL CMU VOIDS BELOW SLAB LEVEL SOLID W/ GROUT LINE OF KMART SALES FLOOR 100'-0" PAVING - SEE CIVIL DWG 1 #4 CONT 2' 0 " F SECT I ON- AT TRELLIS AREA A 66 3/4" = 1 ' 0" K)SECTION_A 63/4" = 1'0^ -L. 116'-6" 1%3%1/4" STL ANGLE SHIM TO PROVIDE ROOF SLOPE LP. JOIST BEARING EL. 115'-0" 3/4" EIFS ON 1/2" EXT GRADE SHEATHING ON 3 5/8 18 GA MTL STUDS AT 16" OC STEEL CHANNEL, PAINTED BOTTOM OF STEEL CHANNEL EL. 112'-6" BOTTOM OF PREFINISHED METAL SOFFIT EL. 110'-0" PREFINISHED METAL SOFFIT SECTION NO. REVISION DATE FLORIDA DESIGN PROFESSIONALS, I N C c -- 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 I Z A6 3" = 110" 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELING TO 0 228 K MART STORE NO n 7 z �a��iN SANFORD, FLORIDA JOB NUMBER 901144 DRAWN BY DPK DATE 27 SEPT 91 SHEET NUMBER A (;� OF SHEETS D METAL CAP FLASHING W/ CONT HOLD DOWN CLIPS, BOTH SIDES, OVER CONT PT 2x12 NAILER ANCHOR W/ 1/2"x8"L BOLTS W/ 2" HOOKS, SPACE 48" OC 8x12 CMU TIE BEAM 1 TOP OF CMU REINF W/ 2 a5'S 119'-10" CONT, TYPICAL d u MEMBRANE ROOFING FLASHING TOP OF DECK / 1,.. SINGLE MEMBRANE ROOFING MATCH EXIST 1 ON RIGID INSULATION AND MTL DECK 1 — — 1 JOIST BEARING 1 - 1 MATCH EXIST `•�{'�' 2" CMU SOAP .11 j .1 1ki- ;I. 1 t t 1 1 1 STEEL JOIST 3/8"x4"x10" STL BRG 1 PLATE W/ 2, 6"Lx1/2" DIA BOLTS W/ 2" HOOK 1Ox16 CONC TIE BEAM t REINF W/ 4 4(5' S CONT 1 W/ a3 TIES AT 24" OC 1 1 1 1 1 I 1 1 1 ' 1 1 SUSP ACOUSTICAL TILE CEILING I 1 1 1/2" z PERFORATED ALUM EAVE DRIP LAP ROOFING MEMBRANE AS PER MFR'S RECOMMENDATIONS Z 8" CMU FILLER COURSE 3/16"xl" GUTTER BRACE 36" OC ALTERNATE W/ BRACKETS, RIVET TO GUTTER 3/16"x2" GI GUTER BRACKET C 36" OC, WELD TO BENT PLATE v r� 9 " 600 20 GA GI GUTTER W/ + HOOKED CONNECTION TO CONT CLEAT, i GUTTER TO BE + REMOVEABLE, BOLT TO BRACKETS. + PROVIDE EXP JTS AT L AT MAX 53'4" OC OUTLET TUBE W/ STAINER 2" CMU SOAP 1 CLG HGT 112'-0" I 1 1 1 t 1 1 a5 CONT FROM FOOTING TO TOP TIE BEAM, FILL CELL SOLID W/ GROUT 1 SPACE MAX 4'0" OC t 1 12" SMOOTH CMU WALL - PAINTED 1 REINF W/ HORIZ MASONRY REINFG AT 16" OC MAX t VERTICAL - FILL WALL t SOLID W/ MASONRY WALL INSULATION 1 2x 1 6 CMU INTERMEDIATE TIE BEAM, REINF W/ " 4 #5'S CONT 1 1 t 1 1 1 ! 1 1 ' 1 I I 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 I t 1 GARDEN SHOP 1 PATIO SLAB 1 1 1 I 1 1 11 i� _( FIN FLOOR SALES ( li II 1.. t 1 1 F WALL SECTION A 7 3/4" = I'0" SIDE WALL A T 6"x8" 20 GA GI 2"x2"xl/4" STL PL SPACER WELD TO CONT DBLE 2x4 PT NAILER ANCHOR W/ 1/2" DIA BOLTS 12"L W/ 2" HOOK H SPACE MAX 48" OC BUILT UP ROOFING SYSTEM ON RIGID INSULATION- R11.5 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF 1- STL JOISTS A 1/2" DIA. ANCHOR BOLTS AT 32" OC 16" LONG PLUS, 2" HOOK 2 2x8 PT NAILER MTL EAVE DRIP MATCH EXIST TOP OF WD BLOCKING A 119'S 3/8" TOP OF CMU, 1 1 9' 2" �•t4 0' JOIST BEARING 118'10 8" SMOOTH CMU STACK BONDED W/ FLUSH HORIZONTAL JOINTS ° r` �jhTOP OF FLUTED CMU 117'10" 8" SPLIT -RIB CMU TO MATCH ADJACENT CMU, FILL BOTTOM COURSE W/ CONC. PROVIDE 8"L #5`,' DOWELS AT 24" OC. EXTEND INTO — EXIST EXIST TIE BM MIN 4";y. JST BRG 117' 4 7/8" MATCH EXIST SINGLE MEMBRANE ROOFING SYSTEM ON RIGID INSULATION- R11.5 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF L 4"x3"xl/4" CONTINUOUS 1 1/2" METAL DECKING 8x8 CONT CMU TIE BM, ' --I REINF W/ 2 a4' S CONT EXIST 12" CMU, VERIFY HGT REMOVE EXIST CAP FLASHING AND BLOCKING. JST BRG, MATCH EXIST 117'-4 7/8" y METAL CAP FLASHING W/ CONT HOLD DOWN CLIPS, BOTH SIDES. OVER CONT PT 2x12 NAILER ANCHOR W/ 1/2"x8"L BOLTS W/ 2" HOOKS, SPACE 48" OC DETAIL TOP OF CMU 119,-10" A 7 3/4" 1'0" J� 3/8"x4"x10" STL PLATE W/ 2 0 , MEMBRANE ROOFING FLASHING 1/2" DIA 6"L W/ 2" HOOKS SET PLATE HGT TO MATCH EXIST - 10x 16 CONC TIE BM, REINF 1 SINGLE MEMBRANE ROOFING W/ 4 a4'S CONT ON RIGID INSULATION AND MTL DECK 1/4"x5" GI BENT CONT PLATE _ _ - _ TOP OF DECK, VARIES W/ 1/2" ANCHOR BOLTS AT 32" OC ' xxx MATCH EXIST 2" CMU SOAP STEEL JOIST 1 i 8" CMU FILLER COURSE - �.' 4"x3"xl/4" CONT STEEL ANGLE, ANCHOR 1 J/ 1/2" DIA x 8"L W/ METAL GUTTER AND 1 12" HOOKS, SPACE 24" OC MAX DOWNSPOUT, SEE DETAIL t FILL CELL AT BOLT SOLID W/ CONC D/A7 FOR NOTES t - - L1 1 2" CMU SOAP 1 lU--'10x]6 CONC TIE BEAM REINF W/ 4 u5'S CONT t- W/ a3 TIES AT 24" OC BRACKET AT 36" OC JOIST BEARING 1 115'4" GAR SHP i o GUTTER DETAIL 1 A7 3" = 10" 1 1 1 FIELD VERIFY ALL ROOF CONDITIONS AND SUBMIT SHOP DRAWINGS TO THE ARCHITECT PRIOR TO FABRICATION OF STEEL LADDER 3"xl/2" STL BENT PLATE SUPPORT, ANCHOR W/ 3/4" DIAx4" EXP BOLTS 6 SUPPORTS REO'D 3/4" DIA STL RUNGS — SPACE MAX 12" OC GARDEN SHOP ROOF, SEE D/A6 t 1 1 GARDEN SHOP ROOF, 1 SEE D/A6 1 SUSP ACOUSTICAL t TILE CEILING ! 2" CMU SOAP 1 I 1 1 Tne'HOT 1 1 1 1 I I _ t 1 a5 CONT FROM FOOTING 1.1 , 3) TO TOP TIE BEAM, FILL CELL SOLID W/ GROUT t SPACE MAX 4'0" OC 1 1 12" SMOOTH CMU WALL - PAINTED 1 REINF W/ HORIZ MASONRY r t MAX VERTICALEINFGT-1 FILLO WALL 1 SOLID W/ MASONRY WALL INSULATION -- 3" 'WIDE x 1/2" THK FLAT STEEL BARS WIDE OF LADDER 1 SHALL BE 36" MIN f 1 1/2 "x 1 1/2* x 1 /4" 1 2x 16 CMU INTERMEDIATE STL ANGLE FRAME W/ 1 TIE BEAM, REINF W/ 3/4" DIA GRATING 1 4 #5' S CONT AT 3 OC MAX � 1 1 1 6" 6" I METAL CAP FLASHING W/ CONT 1 HOLD DOWN CLIPS, BOTH SIDES, I OVER CONT PT 2x12 NAILER 1 ANCHOR W/ 1/2"x8"L BOLTS ' W/ 2" HOOKS, SPACE 48" OC i 0 0 0 0 0 0 0 0 TOP OF CMU 1 - 119'-10" i o 0 t - MEMBRANE ROOFING FLASHING 1 P a A' 0 1 S t SINGLE MEMBRANE ROOFING ' A ON RIGID INSULATION AND MTL DECK t 1 _ TOP OF DECK, VARIES — 1 10 STEEL JOIST ;` 1 0 0 AN —1 1 t 4%3%1/4" 1 CONT STEEL ANGLE, ANCHOR 1 W/ 1/2" DIA x 8"L W/ 11 2" HOOKS, SPACE 24" OC MAX FILL CELL AT BOLT SOLID W/ CONC —1 1 1 1- 1 2x 16 CMU TIE BEAM r,l — REINF W/ 4 a5' S CONT F 1 ! 1�\ ' 1 I 1 1 —1 t- 1 1 1 I 1 1 —1 1 E WALL SECTION A 7 3/4" = I'0" STEEL JOIST STEEL GIRDER JOIST fHMETAL EAVE DRIP CONT DBLE 2x4 PT NAILER ANCHOR W/ 1/2" DIA BOLTS 12"L W/ 2" HOOK SPACE MAX 48" OC SINGLE MEMBRANE ROOFING SYSTEM ON RIGID INSULATION- R11.5 2 LAYER SYSTEM ON 1 1/2" D STLJOISTS METALING. TYPICAL MAIN ROOF ROTECT DOWNSPOUT AS HOWN W/ 1/4" STL PLATE C6x8.2 STL CHANNEL 0 � O I itr. iD 1 t 1 1 I t 1 1 1 CONNECT DOWNSPOUT TO DERGR GARDEN SHOP , DRAINAGOUND TE ORM FINISH FLOORS t 1 NEW ASPHALT PAVING 1 AS REO'D, MATCH EXIST t 1 11 N i� FIN FLOOR SALES 010. - - - t, - I 1 1 1 1 c WALL SECTION A 7 3/4" = 1'0" SIDE WALL 1 1° 1 - - - ! �0 - z: 1 1 1 3/8"x4"x10" S(L PLATE W/ 2 1 1 1/2" DIA 6"L W/ 2" HOOKS t t SET PLATE HGT TO MATCH EXIST 1 Ox 18Yg6ONC TIE BM, REINF W/ 4 a4'S CONT 1 I 1 1 t 1 1 SUSP ACOUSTICAL 1 1 TILE CEILING 1 1 1 ' -Mrmffffffmmmmffm 1 1 � 1 1 t 1 I 1 1 u5 CONT FROM FOOTING t TO TOP TIE BEAM, FILL 1 CELL SOLID W/ GROUT SPACE MAX 4'0" OC 1 t - 12" STD CMU WALL W/ 12"xl6" CMU PILASTERS AS SHOWN ON FOUNDATION PLAN i REINF WALL W/ HORIZ MASONRY REINFG AT 16" OC VERTICALLY MAX FILL WALL SOLID o W/ MASONRY WALL INSULATION n -., t off°= 1 2x 1 6 CMU INTERMEDIATE 7,.: ,.;� TIE BEAM, REINF W/ 4 #4' S CONT 1 t t I 1 1 I � 1 1 1 I 1 1 t t 1 1 1 1 I t i 1 1 ' 1 1 1 i t 1 1 1 I 1 I 1 1/2" PEJ 1 ' ' 4" CONC SLAB, REINF 'W/ 6"x6" I.4x1.4 WWM ON 6 MIL VAPOR 1 BARRIER ON CLEAN EARTH FILL 1 COMPACTED TO 95% MAX DRY 1 DENSITY, MODIFIED PROCTOR t r r Ezs I 1 1 �_ CONC FOOTING, SEE ------1 FOUNDATION PLAN (__B__-� WALL SECTION A 7 3/4" = 1'0" REAR WALL A 1/2" DIA. ANCHOR BOLTS AT 32" OC 16" LONG PLUS, 2" HOOK 2 2x8 PT NAILER MTL EAVE DRIP MATCH EXIST TOP OF WD BLOCKING TOP OF CMU 119 5 3/8" 119'2" JOIST BEARING 118,10- 1: 8"xl6"x2" SMOOTH CMU SOAP PLACED VERTICALLY AT TOP OF WALL TOP OF FLUTED CMU 17'10" 10"xl6" CONC TIE BEAM W/ 2 a5 BARS TOP b BOTTOM AND #3 TIES AT 24" OC. JST BRG 117' 4 7/8" MATCH EXIST CLG HGT 112'-0" SMOOTH FACED CMU - MATCH EXISTING SIZE AND COURSING FIN FLR 1 00' -0"— SINGLE MEMBRANE ROOFING SYSTEM ON RIGID INSULATION- RI 1 .5 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF L 4"x3"xl/4" CONTINUOUS 3/8" x 4" x 10" STEEL PLATE W/ TWO 1/2" DIA. ANCHORS 6" LONG PLUS, 2" HOOK 1/2" METAL DECKING STEEL JOIST SUSP ACOUSTICAL TILE CEILING CLG HGT 112'-0" 1 u5 CONT FROM FOOTING TO TOP TIE BEAM. FILL CELL SOLID W/ GROUT SPACE MAX 4'0" OC NEW 8" STANDARD CMU WALL REINF WALL W/ HORIZ MASONRY REINFG AT 16" OC VERTICALLY MAX FILL WALL SOLID WITH MASONRY WALL INSULATION 8x 1 6 CMU INTERMEDIATE TIE BEAM, REINF W/ 4 a4'S CONT NEW 4" SMOOTH CMU 'WALL BELOW CANOPY - PAINTED W/ GALV MTL WALL TIES AT 16" OC EA WAY MAX 1/2" PEJ 4" CONC SLAB, REINF W/ 6"x6" 1.4x1.4 WWM ON 6 MIL VAPOR BARRIER ON CLEAN EARTH FILL COMPACTED TO 95% MAX DRY DENSITY, MODIFIED PROCTOR FIN FLR SALES / -- -- ----- --- - 100'-0" IIIII�IIIII�IIIII SEE FOUNDATION PLAN FOR FOOTING DESIGN A WALL. SECTION A 7 3/4" = 1'0" FRONT WALL FLOOR ELEVATIONS SHOWN ARE BASED ON AN ASSUMED ELEVATION OF 100'-0" TOP OF CONCRETE SLAB AT EXISTING SALES AREA FILL ALL CMU VOIDS BELOW FINISHED FLOOR SOLID WITH GROUT TYPICAL AT ALL WALLS FLORIDA DESIGN PROFESSIONALS o I N C KEY JOB NUMBER 901144 5190 WEST HIGHWAY 40, OCALA. FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY DPK 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 DATE ADDITION AND REMODELLING TO 27 SEPT 91 SHEET NUMBER K MART STORE NO - 7228 A7' SANFORD, FLORIDA '7 7 iQoQ q(' /}- OF 1SHEETS r 4 i CEILING in P-L 2310 ARMORY, S.G. v P-L 2311 LONDON FOG S.G. BLACK RUBBER BASE 5 r11,4 1orr-u rLVVrN WAITING AREA PAINT SCHEME 1/2" = 1'0" o PAINT WALLS IN WAITING AREA, COMPRESSOR ROOM AND TOILET ROOM P-L 2311, LONDON FOG, S.G• FROM F•F. TO 3'- 6" AFF, PAINT WALLS P-L 2310, ARMORY, S•G•, FROM 3'- 6" AFF TO CEILING SERVICE AREA PAINT SCHEME 1/4" = 1'0" OA PAINT WALL FROM 6'- 6" AFF TO CEILING P-L 2310, ARMORY, GLOSS ENAMEL © 24" WIDE PAINT BAND, PAINT BENJAMIN MOORE 1315, GLOSS ENAMEL © 40" WIDE PAINT BAND, PAINT P-L 2311 LONDON FOG, GLOSS ENAMEL OD 14" WIDE PAINT BAND, PAINT BLACK GLOSS ENAMEL AUTO CENTER FINISH NOTES I. PAINT O.H. DOORS, INTERIOR SIDE, TO MATCH P-L 2311, LONDON FOG, GLOSS 2• PAINT H.M. DOOR RED TO MATCH BENJAMIN MOORE 1315, GLOSS ENAMEL 3. INSTALL GREY FLOOR TILE IN WAITING AREA SELECT FROM THE FOLLOWING- o KENTILE ARCHITECTURAL CRITERION RIDGE GRAY #1454 o ARMSTRONG EXCELON #451904, STERLING o TARKETT THRU CHIP #4518, GRAPHITE GREY PERFORATED ALUM EAVE DRIP FELT ENVELOPE SET IN MIN. 4" WIDE TROWELING OF FLASHING CEMENT 3/16"Xl" G•I. GUTTER BRACE 3'-0" O.C. ALTERNATE W/BRACKETS -RIVET TO GUTTER STRAINER - SEE SPECS 3/16"X2" G.I. GUTTER BRACKET 3'-0" D.C. N WELD TO BENT PLATE v r� 0 �o 20 GA. G.I. GUTTER W/ HOOKED CONNECTION TO CONT. CLEAT - GUTTER TO BE REMOVABLE - BOLT TO BRACKETS. PROVIDE EXPANSION JT• AT 53'-4" D.C. 6" SO GALV. DOWNSPOUT - 20 GA. MIN OUTLET TUBE 2"X2"X1/4" PL SPACER -WELD TO BRACKET 2" CMU SOAP m II1'7" 0PG HGT SINGLE MEMBRANE ROOFING SYSTEM CONT. P.T. 2X8 BLOCKING SHIM LEVEL AND ANCHOR TO MASONRY 1/2" W/ 1/2" DIA BOLTS AT 2'-8" 0•C• GUTTER DETAIL 3" = 1'-0" GUTTER - AUTO SERVICE m TOP OF CMU 119,-10" lit ' sj TOP OF JOIST Q 11 VARIES 1 i 1 1 i i t i METAL CAP FLASHING W/ CONT HOLD DOWN CLIPS, BOTH SIDES, OVER CONT PT 2x12 NAILER ANCHOR W/ 1/2"x8"L BOLTS W/ 2" HOOKS, SPACE 48" OC SINGLE MEMBRANE ROOFING SYSTEM ON RIGID INSULATION- R11.88 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF STL JOISTS 1 2x 16 CMU TIE BM, REINF E WALL SECTION A 8 3/4" = 1'0" AUTO SERVICE SIDE WALL SINGLE MEMBRANE ROOFING SYSTEM .6 ON RIGID INSULATION- R11 .88 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF METAL CAP FLASHING W/ CONT HOLD DOWN CLIPS, BOTH SIDES, OVER CONT PT 2x12 NAILER ANCHOR W/ 1/2"x8"L BOLTS W/ 2" HOOKS, SPACE 48" OC STL JOISTS TOP OF CMU 119'-10" JOIST BEARING — A 8 - - - zli� �'a F•; i PAINT STL JOISTS � AND UNDERSIDE 1 OF STL DECK I 1 ZZ 8x4x16 CMU COURSE I 3/8"x4"x10" STL PLATE W/ 2 METAL GUTTER AND 1/2" DIA 6"L W/ 2" HOOKS DOWNSPOUT, SEE DETAIL 1 I SET PLATE HGT TO MATCH EXIST D/A8 FOR NOTES 1 1 2x 1 6 CONC TIE BM, REINF 1 W/ 4 #5'S CONT AND #3 TIES AT 24" 1 1 Ox 1 6 CMU TIE BM. REINF 4" 1 W/ 4 #5'S CONT 1 3/8"x4"x10" STL PLATE W/ 2 1 1/2" DIA 6"L W/ 2" HOOKS 177 SET PLATE HGT TO MATCH EXIST 1 1 12"X9"X1/4" MOUNTING PLATE - 17z FOR CENTER SUPPORT OF 1 OVERHEAD DOOR SPRING 1 FASTEN TO MASONRY WITH 1 2 - 1"X1/8" BENT STRAPS INTO 1 BLOCK CELLS GROUTED SOLID 1 1 SUSP ACOUSTICAL 1 TILE CEILING i 1 1 - 112'-0" CLG HGT $ - PROVIDE LINTEL AS SHOWN 2"X2"X3/16" ANGLE CONT — ON SECTION A/A8 1 1 2x 1 6 CMU INTERMEDIATE 1 TIE BEAM, REINF W/ 12x30 CMU LINTEL, REINF W/- 4 #5'S CONT 6 #51S CONT, FILL PARTIAL COURSE BELOW W/ CONC ---- -- — CAULK BOTH SIDES 1 1 #5 CONT FROM FOOTING 1 TO TOP TIE BEAM, FILL 1 CELL SOLID W/ GROUT 1 SPACE MAX 4'0"OC 1/4"x 11 1/4" STL PLATE — 12" STD CMU WALL W/ 12"x16" W/ 3/4" DIA x 10" L 1 CMU PILASTERS AS SHOWN HEADED STUDS A 1 ON FOUNDATION PLAN REINF WALL W1 16" U' RI BATT 1 MASONRY REINFGHAT u I' INSULATION 1 OC VERTICALLY MAX 3 HR RATED UL DESIGN U905 j FILL ALL CELLS WITH MASONRY ,_q10 WALL INSULATION _ D a; - _ o v N-O li v 1 I 1 ! i � 1 i 1 I -- - SUSPENDED 1 LAY - IN CEILING i i SALES ; AUTO SERVICE -1/2" GYP BD SOFFIT ON METAL FURRING AT 16" OC 102 1 � 105 PROTECT DOWNSPOUT AS ----- INSULATIVE FOAM PANELS ENT PLATE 1 SEEEWDETAIL C/Ag w u a rn s J r JOIST BEARING i o o w 117'-10" oo r. :�C�00C;BOCK FILLER 1/4"X5" G.I. CONT BENT PL W/ A•B AT 32" O.C. 10"x 16" CONC TIE BEAM, REINF W/ 4 #5'S CONT W/ #3 TIES AT 24" OC 99' 8 " FIN FLR AUTO SERVICE 1/2" PEJ IN HOLLOW METAL FRAMES 1 0 SEE DETAIL D/A5 1 ; 1 1 1 1 1 - 1 _--_-- 1 2" CMU BEYOND 1 1 1 —1/2" PEJ 1 I 1 1/2" PEJ 1 6" CONC SLAB W/ 6"X6" 1 WI.4XW1.4 'WWF REINF ON CONNECT DOWNSPOUT TO 1 4" MIN GRANULAR FILL ON UNDERGROUND STORM 4" CONC SLAB, REINF W/ 6"x6" 1 VAPOR BARRIER DRAINAGE SYSTEM -- — 6" REINF CONC SLAB OVER 1.4x1.4 WWM ON 6 MIL VAPOR 1 6"X6" WI.4XW1.4 WWF REINF BARRIER ON CLEAN EARTH FILL 1 ON 4" MIN GRANULAR FILL COMPACTED TO 95% MAX DRY 1 ON VAPOR BARRIER DENSITY, MODIFIED PROCTOR 1 1 NEW 4" CONC SLAB APRON SET IN CONT SOLID TOP OF SALES FLOOR 100'-0" TOP OF SALES FLOOR 100'-0"� - - - - -- - BED OF SEALANT - _ EE 4" CONC SIDEWALK 99'-8" FIN FLR EDGE OF APRON 99'-4" TOP OF APRON 99'-6" W/ 6"XG - L • 4FIL .4 WWF M�FT j -- -- AUTO SERVICE ON 4" GRANULAR FILL CONCRETE RAMP I 1 TOP OF ASPHALT 99'-3" _------ _ - - - -_ _ BROOM FINISH SEE FOUNDATION PLAN FOR FOOTING DESIGN �^ r :- 0 1 c WALL SECTION A 8 3/4" = 1'0" AUTO SERVICE 2 #5'S CONT B WALL SECTION A 8 3/4" = 1'0" AUTO SERVICE/SALES IFA PERFORATED ALUM EAVE DRIP CONT DBLE 2x8 PT NAILER ANCHOR W/ 1/2" DIA BOLTS 12"L W/ 2" HOOK SPACE MAX 48" OC SINGLE MEMBRANE ROOFING SYSTEM ON RIGID INSULATION- R11.5 2 LAYER SYSTEM ON 1 1/2" METAL DECKING, TYPICAL MAIN ROOF STL JOISTS JST BRG OVERHEAD DOOR HGT 114'-10" 3"x3%1/4" STL PLATE EXTEND INSIDE LEG UP TO SECURE DOOR TRACK AND ANCHOR W/ 1/2" DIA ^.� HOOKED ANCHORS AT 2'-0" OC 0 N OPNG HGT 111'-7" OVERHEAD DOOR WEATHERSTRIPPING C12x10.6 JAMB GUARD , ANCHOR TO MASONRY W/ 1/2" DIA x 4"L HOOKED ANCHORS AT 24" OC 3'- 6 " 3" X 3" X 1/4" STL ANGLE W/ II 3"L X 1/2" DIA HEADED STUD ANCHORS AT 32" OC I 6" CONC SLAB REINF W/ 6"X6" W2.9XW2.9 WWF OrJ 4" GRAVEL FILL FIN FLR AT DOOR 99'-7" 3/16" NOM ANNULAR SPACING r 10" u TOP OF TRENCH DRAIN - 99'-6 1/2" t � z � #5 x 16"L CONC FOOTING, SE NEENAH HEAVY DUTY TRENCH 48" OC FOUNDATION PLAN DRAIN MODEL R-4990-BX MAX 3'-6" LENGTHS W/ OPEN GRATE LID. TOP OF GRATE ELEVATION 98'-8 1/2" A WALL SECTION A8 3/4" = 1'0" AUTO SERVICE P.T. WOOD BLOCKING F"^"'^" W/CURB ROOF CURB BY H. UNIT MFG. RIGID INSUL. BY ROOFING CONTR. ANGLE FRAME, S STRUCTURAL DWG PT WOOD 4" FIBER CANT, OMIT BLOCKING FURNISHED AT NEW SINGLE MEMBRANE W/CURB ROOFING SYSTEM RIGID INSUL. BY _ ROOFING CONTR. SHIMS AS REO' D ROVIDE FLAT AND CURB BEAM JOIST STRUCT. STEEL CURB DETAIL 1 1/2" CURBS = 1' 0" ARE TO BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR WATER CUT OFF MASTIC JOINT STAINLESS STEEL CLAMP RING LAP SEALANT EXISTING BUILT-UP ROOF ASSEMBLY RIGID INSULATION— CENTERLINE OF PIPE PREMOLDED PIPE SEAL G.I. COUNTER FLASHING 4" FIBER CANT, OMIT AT NEW SINGLE MEMBRANE ROOFING SYSTEM + Cf) U) z F- U) UJ w Y NEW 12" CMU WAL t ~ 0 0 -- z ~ I � X ¢ d W � ANGLE FRAME, SEE STRUCTURAL DWGS. B ROOF VARIES CURB DETAIL A9 1 1/2" = 1' 0" CURBS SHALL BE SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR RELIEF JOINT COVER W/ FLEX. INSUL. NEOPRENE BELLOWS CF-4 1/2" RIGID INSULATION BY ROOFING CONTRACTOR BUILT UP ROOFING F==— --- ' I CENTERLINE 1 OF JOIST— " MIN. PIPING OR VENT FLASHING DETAIL I i ri. ROOF WALKWAY D E T A IL 1/2" = 1'0" a ri 10 G.I. CAP FLASHING 4J/ CONT HOLD DOWN CLEATS EACH SIDE EXISTING ROOF NEW ROOF TOP OF PARAPET EDPM FLASHING AT 119-10" 2 PT 2x1O'S END OF EXIST WALL 4" FIBER CANT MEMBRANE FLASHING . EXISTING BAR JOIST i i i NEW BAR JOIST II I I AND ROOF SYSTEM it I I DETAIL NTS 2'-0%2`0%1-1/2" PRECAST CONC. PAVER F SECT 10 N A9 SCALE: 1/2" = 1 `0" 11 10 S.C. ON NEW MASONRY COLOR TO MATCH KMART GREY a2 —NEW CONSTRUCTION EXISTING KMART CJ 1/4"x6'-O" HIGH STL BENT PLATE GUARD SET BOTTOM AT 16" AFG 6"x 8" GALV METAL DOWNSPOUT 472' 4 " NEW BUILDING SIZE VERTICAL CONTROL JOINT 1 10' 4" 321'- 4" W/ GASKET RAKE JOINT AND CAULK BOTH SIDES NEW AUTO SERVICE AND GARDEN SHOP PRESENT BUILDING SIZE ADDITION a NEW GUTTER T a T I� EXIST GUTTER DOWNSPOUT DETAIL 3/4" = 1'0" JOIST BEARING Z 117'-10" EXISTING ROOF EXISTING BAR JOIST EXISTING 12" CMU WALL PROTECTIVE MEMBRANE SHEET LAID LOOSE OVER SINGLE -PLY MEMBRANE ROOF WITH GRAVEL SURFACE Of w 0 3 w z 40' 8" NEW BUILDING ADDITION T ,o T NEW GUTTER NEW RTU-17 NEW 0 W EXIST P.R.E. OEXIST 0 EF EXIST EXIST D PE-3 ® 0 SEXIST P.R.E. EQUIP A9 e W EF EXIST o o�� P.R.E. 0o .0 H EXIST ROOF EXIST NEW SLOPE A 9 HATCH COND a RTU-11 EPDM ROOF ❑EXIST EXIST EF NEW OAC1 EMAU-1 NEW RTU-8 a EXIST EQUIP z o EXIST EQUIP E o A9 PEwt a RELIEF JOINT a a x w o EXIST W EXIST G.R.V. (n G.R.V. w X EXIST BUILT-UP ROOF CL o0 NEW ROOF WALKWAY w -jn- SEE G/A9 (nw NEW ROOF WALKWAY NEW SEE G/A9 SCUPPER RTU-16 E A7 EXIST EQUIP EXIST EQUIP NEW RTU-10 IpOD SCUPPER NEW - R EXPAN. RTU-15 LADDER o ❑EXIST Zw EF c~na- SLOPSCUPPER EPDMEROOF w wo 01 OEFEX IST EW EXIST _o X J W (n EXIST EQUIP RTU-12 w� TU-9 EQUIP NEW oJ0 EF2 !X4' S (nw SCUPPER 9'- 6 ❑EXIST EF EF1 CLIPPER ROOF SUMP NEW RTU-3 EXIST METAL CANOPY — H G) O O O GENERAL NOTES: I. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL R O O F P L A N REQUIREMENTS N 1/32' = 1'0" 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS ALL NEW EPDM ROOF TO BE BALLASTED REMOVE EXISTING CAP FLASHING BID. INSTALL WALL FLASHING AND INSTALL 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES NEW CAP FLASHING AND CONT HOLD DOWN IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC. FINISH NOTES: CLIPS EACH SIDE THAT MAY BE REQUIRED FOR THIS WORK. I. KMART GREY at COLOR SHALL MATCH 4. MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE EQUAL IN SHERWIN WILLIAMS a1011 MINIMAL WHITE". TOP OF CMU CMU QUALITY TO EXISTING MATERIAL OF LIKE KIND. 119'-10" 5. ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE 2. KMART GREY a2 COLOR GLIDDEN a 79-47. SHALL MATCH SINGLE PLY ROOFING MEMBRANE FLASHING OF K MART OPERATIONS. OVER EXISTING 12" CMU WALL 3. ALL EXTERIOR FINISHES SHALL BE FLAT. 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORANCE FOR A PERIOD OF ONE ( I ) YEAR FROM DATE OF ACCEPTANCE. -NEW SINGLE MEMBRANE ROOFING ON RIGID INSULATION AND MTL DECK 7. CONTRACTOR SHALL PROVIDE A BARRICADE AROUND AREA OF NEW — TOP OF DECK, VARIES WORK. (IF REQUIRED) . MATCH EXIST 8. S.C. DENOTES SPECIAL COATING SECTION SCALE: 3/4" = 1'-0" NEW BAR JOIST SEE SPECIFICATION SECTION 9800. 9. CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS FOR EXTERIOR GARDEN SHOP AND DIMENSIONS ON SITE. DO NOT SCALE DRAWINGS. CANOPIES, PAINT UNDERSIDE OF CANOPY AS DIRECTED BY PROJECT REPRESENTATIVE, COLOR SHALL MATCH PRATT AND LAMBERT "BONE WHITE" "BONE WHITE" H T TF D6 D PROVIDE 5, 8"xl6" C OVERFLOW PAINT METAL COPING SCUPPERS PAINT STEEL CHANNEL TO MATCH BEN -MOORS S.C. ON NEW MASONRY COLOR TO MATCH B.M. 1315 a1315 I " AND COLOR TO MATCH "Auto Service" (SN-318) FKMART GREY a2 TEMPERED FGLASS SCUPPERS, SEE NON -ILLUMINATED DETAIL, A6 NEW CHAINLINK Kffkrl Am � 00 TIRE CORRAL 0 0 0 0 0 0 ❑ El❑. o 0 0 0 0 0 J .� � A PAINT HOLLOW METAL DOORS AND FRAMES AND INSULATIVE PANELS. COLOR TO MATCH KMART GREY a2 9 8 7 6 5 PAINT METAL COPING TO MATCH BEN-MOORE PAINT ALL DOWNSPOUTS—� PAINT GUTTER. COLOR TO a1315 AND GUARS. COLOR TO ' MATCH ADJACENT CMU MATCH ADJACENT CMU PAINT ALL DOWNSPOUTS - AND GUARDS. COLOR TO MATCH ADJACENT CMU 4 PAINT E.I.F.S. COLOR TO MATCH KMART GREY al Al A) PAINT SIDE OF CANOPY, COLOR TO MATCH BM 1315 EXHAUST / AUTOMATIC SLIDING DOOR GLAZING BEYOND PORT SMOOTH FACED GLASS AND ALUM MASONRY BULKHEAD PAINT ALL ROLLUP TO MATCH "Kmart" DOORS GREY a2 STOREFRONT BEYOND NORTH E L E V A T 10 N NEW 10' WIDE GATE AND SCALE: 1/16" = 1'-0" CHAINLINK FENCING 3 2 0.8 0.6 0.2 S.C. ON EXIST MASONRY — S.C. ON NEW MASONRY - COLOR TO MATCH COLOR TO MATCH COLOR KMART GREY a2 KMART GREY a2 EXISTING KMART NEW CONSTRUCTION CJ CCi CJ CJ `---------------- - - ---- 6%8" DOWNSPOUT NOTE: NOTE: THIS ELEVATION SHALL BE PAINTED ONLY F18 S.C. ON EXIST OVERHEAD DOORS, _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ NEAR MAJOR ROADS OR PUBLIC EXPOSURE EAST E L E V A T 10 N STEEL LINTELS. CORNER GUARDS AND VERIFY W/ PROJECT REPRESENTATIVE S6 MISC TRIM. COLOR TO MATCH ADJACENT CMU - TYPICAL REMOVE EXISTING INTERNALLY LUMINATED "K" (SN-300) KMART SIGNASCALE: 1 /1 6" = 1 ' -0" PATCH EXISTGDI METAL IS CENTERED IN CANOPY. INSTALL AS "Kmart"(SN-324) AND ROOF TO MATCH ADJACENT DIBY TENANT PAINT METAL COPING TO MATCH "Garden Shop" (SN-309) BY TENANT PAINT E.I.F.S. CANOPY. COLOR TO MATCH BEN-MOORE a1315 "Auto Service" (SN-310) BY TENANT KMART GREY al PAINT RECESS, COLOR TO MATCH NON -ILLUMINATED I PAINT ALL EXPOSED SURFACES ADJACENT CMU AT END RIBS TO MATCH KMART GREY a1 0.2 0.6 0.8 2 3 4 4A 5 5A PRE -FABRICATED 6 6A 7A 8 9 10 11 CANOPY PAINT GARDEN SHOP TRIM S.C. ON NEW MASONRY "Kmart" (SN-324) AND BY OWNER S.C. ON EXIST MASONRY S.C. ON NEW MASONRY TO MATCH BEN-MOORE COLOR TO MATCH "Pharmacy" (SN-308) COLOR TO MATCH COLOR TO MATCH a1315 KMART GREY a2 NON- ILLUMINATED KMART GREY a2 KMART GREY a2 NEW CONSTRUCTION EXISTING KMART PAINT GARDENSHOP ENTRANCE I 1 EXISTING KMART NEW CONSTRUCTION CANOPY. COLOR TO MATCH BEN -MOORS a1315 U_j —3J 0 --- { ' o { PAINT BACK PANEL E [� (� Q fnl f�j OQ �0 0D - �° (� (�' �/ TO MATCH EXIST MASONRY C.J. a KMART GREY at REMOVE EXIST SEALANT EXISTING RETAIL < NEW SPLIT -RIB CMU WALL AND REPLACE W/ NEW Ln o 6"x1" DEEP GROVES SEALANT PRIOR TO x � S.C. TO MATCH �— PAINTED TO MATCH rilnnn PAINT FASCIA COPING AT APPLYING S.C., TYP �(�I wu BOLLARD U CHAINLINK FENCING SPLITFACE CMU SMOOTH CMU WEST E L E V A T I O N BULKHEAD STARTER COURSE MATCH EXISTING METAL FASCIA SCALE 1/16" = 1'-0" ALUM STOREFRONT rvrTr„ SOUTH ELEVATION SCALE: 1/16" = 1'-0" KMART GREY a2 EXISTING CMU 'WALL S.C. TO MATCH KMART GREY a2 BENJAMIN MOORS #1315 - RED GLAZED MASONRY / UNIT BULKHEAD NEW ALUMINUM STOREFRONT - ENTRY SYSTEM, SEE DWG Al2 EXISTING DOORS W/ NEW CONC STOOP CANOPY. COLOR TO MATCH C BEN-MOORE a1315, SEMI -GLOSS 100 LF± OF CONC BUMPER SEE STRUCTURAL DWG FOR DETAIL -- SEE DWG A14 FOR LARGE SCALE ELEVATION 0 F14 S6 i 2'-0"x4'-O" LAY -IN CEILIN 14'-0" AFF - CEILING TILE, GRID AND DIFF 2'-0"x2'-O" GRID SY SUSPENDED AT 11'-O' L� DR( 10 2'-0"x4'-0" LAY -IN WASH] II'-0" AFF WALK-IN RE CONDENSER GENERAL ARCHITECTURAL NOTES 1. PREFINISHED PANELING AT PREP ROOM SHALL BE 4'-0"x8'-0"x3/32" THICK. FIBERGLASS REINFORCED PLASTIC: "FRP" PANELS AS MANUFACTURED BY MARLITE, "STRUCTOGLASS" AS MANUFACTURED BY SEQUENTIA, INC. "GLASBORD" AS MANUFACTURED BY KEMLITE A. PANELS SHALL BE TEXTURED ON ONE (1) SIDE. COLOR: WHITE B. ALL MOLDING SHALL BE COLOR MATCHED TO PANELS C. ADHESIVES SHALL BE AS RECOMMENDED BY PANEL MANUFACTURER DO NOT USE DRIVE RIVETS. 2. PAINT COLORS SPECIFIED ARE PRATT-LAMBERT (P-L ) AND MUST BE MATCHED EXACTLY IF FURNISHED BY ANOTHER MANUFACTURER. APPROVED MANUFACTURERS ARE PITTSBURGH PAINTS, GLIDDEN, SHERWIN -WILLIAMS AND BENJAMIN MOORE. 3. VINYL WALLCOVERING: PINE TEX III a4190 MANUFACTURED BY "PINE TEX" PHONE (800) 231-3223. 4. 4" OR 6" HIGH RUBBER BASE SHALL BE BLACK. 5. QUARRY TILE SHALL BE 8"x8" AMERICAN OLEAN aN-46 SHADOW GREY WITH MATCHING GROUT. 6. WASHABLE CEILING TILE ARMSTRONG MINABOARD ML PREFORATED CELOTEX HYTONE ND PERF STIPPLED W/ PLASTIGARD US GYPSUM AURATONE-CLEAN ROOM -CLASS 100 7. ALL ITEMS INDICATED ON THESE DRAWINGS ARE TO BE FURNISHED AND INSTALLLED BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 8. ALL ITEMS INDICATED ON THESE DRAWINGS AS "BY KMART" ARE TO BE FURNISHED BY KMART AND INSTALLED BY FIXTURE CONTRACTOR. 1 al_ Q" 7'- n" S,- 1 n" AC UNIT ON ROOF _t_ - - t DROP WAL — O O SUSPENDED -- 3 TILE - PAINT (3!_ - i r O 8'-0" AF DROP WAL 6'-10" A }. ® METAL USERS i— ! -- - I O ITEM AFF BY KMART I-+ - EF a I ON O — A11 DROP WALL — O O 10'-0" AFF 27 O O _T _ 2'-O"x4'-0 IP 'WALL AT -0" AFF O O O O O LAY -IN WASI- - 9'-0" AF I SUSPENDED BLE TILE - O O O O O EF a2 ON NJ N7 =RIGERATOR UNIT ON ROOF --- - A A REELECTED CEILING PLAN 1/8" = 1'0" AT AT =F ROOF SUSPENDED ABLE TILE F 200F METAL EDGE --- \i MOLDING 6" RUBBER BASE FINISH FLOOR X, CONT 2x6 AT EDGES DETAIL I jo 1 112" = 1'-0" 1. COLOR © : "WHITE" ARMSTRONG EXCELON at OR 2. GAF TARKET OR 3. KENTILE AR 1450, ARCT 2' 6 " F.R.P PANEL 6" RUBBER BASE - VINYL FLOOR TILE �— ON 3/4" PLYWOOD 2x6'S AT 16" OC MAX. BLOCKING SECURE TO FLOOR I. COLOR O : "BLACK" ARMSTRONG VINYL TILE COLOR AO E ON WOOD D UARRY TILE EDUCER STRIP T OPENING FLOOR TILE IE IN WALK- IGERATOR FLOOR TILE PLAN 1/8" = 1'0" 0 4 1/2" 35'-4" 7'-8" 1 14'-0" ( 5' -6" HIGH) (8'-0" HIGH) (FULL HGT OF WALL) 1/4' = 1'0" NOTE: PAINT ALL EXPOSED WALLS P-L 2314 G.E. WHITE No. REVISION DATE FLORIDA DESIGN PROFESSIONALS INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 f KEY Z z JOB NUMBER 901144 DRAWN BY SMC DATE 27 SEPT 91 ADDITION AND REMODELLING TO K MART STORE NO 7228 SANFORD, FLORIDA SHEET NUMBERA 1 OF 14 SHEETS e s 4 All -- GYPSUM BOARD PAINTED U c CL J O O J a ' � 3 ----- --------------------------------------------------------------�--- VINYL WALL COVERING GRID SYSTEM BY KMART -- OVER GYPSUM BOARD © •- DROP WALL BEYOND - AI -•�--- 1/2" GYP BD - PAINTED VCERAMIC -------------- LIF -T ------------------ - cfl MENU SIGN PANEL BY KMART_ TILE E O CERAMIC TILE EO 00 " HIGH CERAMICLE COVE BASE ELEVATION C 1/4" = 1'0" GRID SYSTEM BY KMART 1/4" CLEAR MIRRORED GLASS, DROP WALL BEYOND PAINT o d J 2 SECTIONS GYPSUM BOARD PAINTED of w a B O � os —CERAMIC TILE OE _______MENU ------ - SIGN PANEL F\. PAINTBY KMARTVINYL WALL COVERING OVER GYPSUM BOARD WOOD CAP. PAINT) I 7 PHOTO 1/4" CLEAR PHOTO All _ MURAL MIRRORED MURAL BY KMART GLASS BY KMART " o DO NOT PAINT O NOT PAINT \ GYPSUM BOARD PAINTED AO CERAMIC TILE - I � i i -d---- MARLITE PANEL I I BY KMART - 6" HIGH CERAMIC FO i 5'- 0" i 4'- 0" 5'- 0" 6" HIGH RUBBER BASE BY KMART TILE COVE BASE I GYPSUM BOARD PAINTED O --MOLDING BY KMART 7 FIXTURE COUNTER BY KMART ELEVATION D 1/4" = 1'-0" MOLDING BY 0 CERAMIC TILE BY KMART, IN`. BY GEN. CONT MOLDING BY Kt MARLITE PANEI BY KMART MOLDING BY K PAINT EXPOSE WALL BLACK 6" HIGH RUBB BASE AT WAIN BY KMART COLOR SCHEDULE AO PRATT AND LAMBERT #2314. SEED PENEL. S.G. © BENJAMIN MOORE #1616. DARK GRAY. FLAT © 1 1/2" YELLOW STRIPE, B. MOORE a336. S.G. 0 1 1/2" ORANGE STRIPE, B. MOORE #021, S.G. EO 6"x6%5/16" THICK CERAMIC TILE I.A.C. PL-801 WITH WHITE GROUT TO MATCH TILE FO 6" C.T. BASE TO MATCH I.A.C.PL-801 © VINYL WALLCOVERING PINE TEX III #P4190 t�H 4" HIGH RUBBER BASE - BLACK 1 1/2" WOOD CAP (PAINT) EASE EDGES 2 SECTION Al 1 3/4" = 1'0" NOTE: I- LITTLE CEASAR'S SIGN, MURAL AND MENU SIGN SHALL BE FURNISHED AND INSTALLED BY KMART FIXTURE CONTRACTOR. 2. WAINSCOT - MARLITE PANEL MOLDING AND 6" RUBBER BASE FURNISHED AND INSTALLED BY KMART FIXTURE CONTRACTOR. CERAMIC TILE (APPROX. 113 L.F.) FURNISHED BY KMART AND INSTALLED BY GENERAL CONTRACTOR. _ CLG. HGT. EL 114'-0" 1/2" PLYWOOD ON 2x4 STUDS AT 16" OC CELING EXOPSE GRID KMART 1/2" GYP. BD BOTH SIDES OF MTL STUDS AT SALESROOM CLG. -i i N WOOD CAP PAINT QA 11 SALESROOM CLG. 0 N 5 ALIGN PAINT STRIPES A11 W/ LENGTH OF SIGN SEE FIXTURE DRAWINGS ------------------------- o _-_-___------------ o N � 1/2" GYP BD PAINTED OA SALES RM SUSP CLG N s 1/2" GYP BD PAINTED AO o o ' N CERAMIC TILE MARLITE PANEL BY KMART o o IIIIIII MOLDING BY KMARTli � II ililll 6" RUBBER BASE WAINSCOT FURNISHED BY KMART AND INSTALLED BY KMART UNLESS NOTED OTHERWISE ELEVATION A 1/4" = 1'0" 3 All GRID SYSTEM BY KMART WALL (ABOVE GRID) PAINTED © PAINT o --_______--_--__- ___ ____�___ ====1F== __=====1�====_ N DROP WALL 1/4" CLEAR GYP. BD. io 2 MIRRORED GLASS, PAINTED 3 EQUAL SECTIONS A11 WOOD CAP, N PAINT AO Lo o GYPSUM BOARD PAINTED p� � I FIXTURE COUNTER BY KMART ELEVATION B 1/4" = 1'0" MTL JOIST OM OF BAR JOISTS TO MTL STUDS kicl G. HGT. L 114'-0" CEILING TILE IN EXPOSED MTL GRID GRID SYSTEM BY KMART L 111'-0" BD. (PAINTED) 3 OF 3-5/8" AT 24" OC 3 SECTION 4 SECTION A11 3/4" = 1'0" A11 3/4" = 1'0" OPEN 3/8"x12" GLASS SHELVES WITH CHROME STANDARDS BY "OUTWATER INDUSTRIES" SINGLE SLOTTED SLIM LINE STANDARDS AT EACH END WITH DOUBLE SLOTTED STANDARDS BETWEEN MIRRORED GLASS MENU SIGN PANEL BY KMART I I I i OPEN I o a� WOOD CAP PAINT t�A GYPSUM BOARD PAINTED in 4" H RUBBER COVE BASE 0 —� SALES RM FIIN FLR iA M 48" LC MART NO. REVISION DATE FLORIDA DESIGN PROFESSIONALS;, IN 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, I FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO fl 7228 SANFORD, FLORIDA GYP BD PAINTED STAINLESS STEEL ANGLE BY KMART r6` SECTION All 3/4" = 1'0" GYP BD PAINTED MOLDING BY KMART CERAMIC TILE - FURNISHED BY KMART, INSTALLED BY GEN. CONTR. (APPROX. 113 LF) STAINLESS STEEL ANGLE MARLITE PANEL BY KMART 7 SECTION A11 3/4" = 1'0" 5 SECTION A11 3/4" = 1'0" dJcl K E Y JOB NUMBER 901144 DRAWN BY Z SMC I--- DATE N 27 SEPT 91 LL SHEET NUMBER 0 z OF SHEETS E N E S EXIS � V C I H I t- A 1 2 FULL SIZE EXIST STL COL 6A BREAK FACE OF EXISTING 8" MASONRY TO SET a4 BAR BY I - 0" LONG AT 2'- 8" OC CAULK GROUT SOLID SHIM AND CAULK BOTH NEW 8"CMU SEALANT - SIDES MATCH EXTG BOTH SIDES COURSING — NEW 8"CMU MATCH EXTG FLEXIBLE TYPE COURSING A MASONRY ANCHORS �c CORRUGATED MAS AT 16"OC WELD ANCHORS AT 16" OC TO STEEL COLUMN — NEW STOREFRONT �_— SC ON NEW SC ON NEW 4" SPLIT RIBBED CMU SYSTEM 4" RIBBED CMU VERTICAL 1/2" CELOTEX SPACER JONEOPRENE CONTROL T (E DIET A I L A 1 2 3/4" = 1 ' 0" F DETA IL Al 2 3/4" = 1'0" <a. EXIST CANOPY CONSTRUCTION TO REMAIN AS IS SECURE NEW MASONRY TO EXIST STEEL BEAM W/ 3/16"xl 1/4" x 4" LG STRAP ANCHORS AT 32" OC it NEW 4" RIBBED CMU TO MATCH EXIST, STAIN CAULK EXIST VERTIC) NEOPRE JOINT — EXIST CMU WALL BEYOND — EXIST STL BEAM EXIST CEILING, ALTER TO FIT NEW WALL a DETAIL Al2 3/4" = 1'0" 2 a5' S CONT, WELD TO I EXIST 8" SO STL COLS AT BOTH ENDS FILL COURSE SOLID W/ CONC SET TOP OF TIE BEAM AT 9'- 10"AFF r 1 u5 CONT FROM TOP OF I EXIST SLAB TO TIE BEAM NEW 8"CMU SPACE 48" OC MATCH EXTG o COURSING I I N EXIST 3" DIA STEEL PIPE I 1 u5x24"L AT 32" OC DOWNSPOUT - BEYOND I 1 FILL FIRST 3 COURSES EXTG DOWEL I OF CMU SOLID W/ CONC TO REMAIN I REINF W/ 2 u4' S CONT I EACH COURSE SEALANT dt v NEW CONC. BUMPER j ;I NEW 4" VINYL BASE SMOOTH FACE \\ I STARTER STARTER BLOCK �� u�l° 6"x 1/8" FLAT TO MATCH EXIST RUBBER STRIP COURSING III 1 REPLACE DAMAGED EXIST CONC I? FLOOR TILES AS REO' D SIDEWALK I r I 3/8"x5"L EXPANSION ANCHORS 4" SMOOTH CMU (•�� "2� C. EXTEND INTO EXIST. I 8" SMOOTH CMU L" _ �\ WALK MIN SIM. F14/S6 (FOR COORD.) --------- EXIST EXPANSION JOINT MB WALL SECTION_ A 1 2 CMU" INFILL AT FRONT WALL v N 'TOR A NEW 8"CMU MATCH EXTG COURSING FLEXIBLE TYPE MASONRY ANCHORS AT 16"OC WELD TO STEEL COLUMN SC ON NEW —4" RIBBED CMU CELOTEX SPACER i -� — EXIST CONSTRUCTION — EXIST ENTRANCE CANOPY TO REMAIN AS IS EXIST STL BEAM CONT 2x4 NAILER BOLT TO --- STL BEAM AT 24" OC W/ 1 /2" DIA BOLTS L-EXIST CEILING, ALTER TO FIT NEW WALL G EXIST 8"x8" STL A 12 TUBE COL BEYOND EX CO A WALL SECTION_ Al2 3/4" = 1'0" STOREFRONT AT ENTRY u E u c I CO NEW MASON NEW 1/4" CLEAR SAFETY FLOAT GLASS NEW FRONT ENTRY AUTOMATIC DOOR CONTROLLER 6A NEW MASONRY NEW 1/4" CLEAR FLOAT GLASS I NEW 1/4" CLEAR 11 SAFETY FLOAT GLASS �— - NEW GLAZED / � — NEW GLAZED BULKHEAD BULKHEAD NEW SMOOTH — ALUM RAILS 6"H CMU COURSE EXIST STL COLUMN NEW 4" SPLIT RIB CMU o TO MATCH EXISTING CMU COURSING AND STYLE E L E V A T 10 N N E W ENTRY 3/8" = 110" 6 6A PRESSURE ACTIVATED FLOOR PLAN__— NEW ENTRY N 3/8" = I'o" NEW SMOOTH -J 6"H CMU COURSE W/ CONC BUMPER NEW 4" SPLIT RIB CMU TO MATCH EXISTING COURSING AND STYLE NEW CONC BUMPER ROOM CORRIDOR EXIST CLG W/ 1 LAYER 'E X GWB N L 507 MEZZANINE CONSTRUCTION ;TUDS AT 16" OC '0 UNDERSIDE MEZZANINE 'E X GWB. PAINTED, SG ES OF STUDS AT STOCK 2RIDOR WALL ONLY N U 305 ZATED WALLS, PROVIDE 3 AND FINISH AS 1 FINISH SCHEDULE i EXIST ADJACENT MATERIALS TRACK. TOP AND BOTTOM 3ASE E DETAIL_ A13 3/4"= 1'- 0" INSTALLATION INSTRUCTIONS NOTE TO ASSURE PROPER INSTALLATION, WE SUGGEST THAT A QUALIFIED PERSON OR CARPENTER INSTALL THIS CABINET. JBJ INDUSTRIES, INC. WILL NOT BE RESPONSIBLE IF THE CHANGING STATION IS NOT INSTALLED PROPERLY. II II II II II II II II II II II II II I II II II II r u A 8 WALL STUD 16" O.C. FLOOR j STEP 1 .) IF POSSIBLE, LOCATE WALL STUDS FOR FASTENING THE CHANGING STATION IN DESIRED LCCATION. FOUR (4) HOLES 16" ON CENTER ARE PROVIDED IN THE BACK WALL OF UNIT. IF WALL STUDS CANNOT BE USED, DRILL PILOT HOLES AND INSTALL TOGGLE FASTENERS SECURELY IN THE WALL PER DIMENSIONS SUGGESTED FOR HOLES (A) AND (6) . STEP 2.) USE a 1 4 3" PHILLIPS PANHEAD TAPPING SCREW WHEN WALL STUDS ARE AVAILABLE. OR a 10-24 BOLTS AND LOCK'WASHER WITH TOGGLES, OR EXPANSION NUTS WHERE STUDS ARE NOT AVAILABLE. STEP 3.) USE AA I" WITH 1/4" HOLE FLAT WASHER ON ALL FOUR FASTENERS. STEP 4.) IT MAY BE NECESSARY TO ADJUST THE SQUARENESS OF THE DOOR, BY JSING A SHIM ON TI-iF BOTTOM RIGHT OR LEFT SIDE OF THE UNIT BEFORE TIGHTENING '0 THE WALL. D _ DETAIL A 1 3 Vil.T.S. iv REMOVE EXIST PATTERNED- FLOOR TILE AND REPLACE W/ TILE TO MATCH EXIST N SALES AREA FLOORING --1-- REMOVE EXISTING FINISHES "r S BEYOND SALES RM SIDE OF NEW STUD WALL I III I �II 2x4 WD STUDS AT 16" OC W/ 1/2" PLYWOOD TO 8'0" AFF W/ 1/2" MOO BOARD ABOVE TO 12'0" AFF, SEE 1/A7 FOR I o FINISHES I v 3/8" PLYWOOD-J EXTEND UP TIGHT AGAINST UNDERSIDE OF ROOF DECK EXISTING FINISHES TO REMAIN! INSIDE NEW STOCK ROOM REPAIR DAMAGED AREAS TO MATCH EXISTING -►- 16" MASONRY TO BE REMOVED REPAIR DAMADGED FLOOR TILEAS REO'D v -•-}- CONC CLOCK TO BE REMOVED EXIST STL COLUMN TO REMAIN EXIST STUD WALL c _ DETAIL A13 3/4"= 1'- 0" PILASTER AT EXISTING CAFETERIA c F SEAT DETAIL A 1 3 NTS o "I a21 - w C i w 0 9'- 0" - ANEW WOMENS 1/4" = 1'0' 2 - 3/4"DIAx4"L BOLTS W/ 2" HOOKS SET INTO NEW POURED CELL 2 - 1/2" DIA BOLTS THRU LAMINATED PLYWOOD BEAMS 3/16" STEEL SEAT, WELD ALL JOINTS NEW TOILET PARTITIONS 5'- 9" 3'- 3" LAM PLYWOOD BEAM (LVL) WRAPPED W/ 1/2" GWB, PAINTED WALL BEYOND -NEW CERAMIC TILE NON GRAB RAIL N w T w co NEW TOILET PARTITIONS I NEW BABY CHGN STATION NEW CERAMIC TILE 2'- 8" 1'- s" 2'- 0" 1/ 4 9- 0" 0 NEW WOMEN ° S 1/4" = 1'0" NEW LA`S - v I u I I u u II II n n I ILL -�---- - CFRAMIC BASE AND WALL TILE MATCH EXIST cv — 24 "X 36" MIRROR LL - -- SOAP DISP T w TO ACP -GRAB BAR. PROVIDE m LAVO BLOCKING AS REO'D FOR NEW GRAB BARS HCP W co_ - co TP rn THERMALLY INSULATE ALL EXPOSED PIPING UNDER LAVATORY 1'-6" 2'-10" "-4 S'- 8" 0 N EW HCP WOMEN ° S 1/4" = 1'0" CERAMIC BASE AND WALL TILE MATCH EXIST 24"X 36" MIRROR — SOAP DISP \ L- GRAB BAR, PROVIDE TD TIw CNEW GRAB BARS -r-- (--1L� FOR HCP U - THERMALLY INSULATE T ° ALL EXPOSED PIPING UNDER LAVATORY I - 4" 2'- 10 h'- 6" — -- 5'- 8 ^ 0 N EW HCP MEN ° S 1/4" = 1'0" PROVIDE DIAGONAL BRACING AT 4' -0" OC TO EXTG JOISTS EXISTING STRUCTURE NEW ACOUSTICAL TILE CEILING - MODIFY EXIST CEILING AS REO'D BY NEW WALL 0 0 0 o 's z Y J CL W 0 U 0 3 8' 0" AFF w z 0 ~ o J 0 w 3 z J CL w � N o � N CONT DOUBLE 2x4 WOOD PLATES MATCH EXISTING ADJACENT FINISH. 3 5/8" 18 GA MTL STUDS AT 16" OC EXTEND TO UNDERSIDE OF ROOF AND PROVIDE 1 1/2" CRC AT 4', 10' AND 14" AFF, PROVIDE BLKG AT PLYWOOD JTS 3/8" PLYWOOD, EXTEND TO UNDERSIDE OF BEAM MTL TRACK RUBBER BASE _B WALL �SECTION EXISTING WOMEN 'S EMPLOYEE'S 111 NEW TOILET PARTITIONS NEW 2x4 STUDS AT 16" OC- EXTEND TO UNDERSIDE OF EXIST MEZZANINE STRUCTURE EXTG ROOF DECK. INSULATION AND ROOF MEMBRANE TO REMAIN PROVIDE DIAGONAL BRACING AT 4'-0" TO EXTG JOISTS EXTG SALES AREA CEILING TO REMAIN EXISTING SALES AREA 2x4 STUDS AT 24" OC W/ 1/2" PLYWOOD FROM FLOOR TO CEILING - 12'-0" AFF PAINT PLYWOOD SALESROOM SIDE ONLY, P-L 2314, SEED PEARL, FLAT EXTG FIN FLOOR EXIST I i EXIST 3068 113 EXI T 3068 112 EXISTING EXIST MEN ' S EMPLOYEE'S uo EXIST NEW 2x4 STUDS AT 16" 0 EXTEND TO UNDERSIDE OF EXIST MEZZANINE STRUCTURE SEE DETAIL E/A13 Ho EXIST I I u NEW BEAM 2- 1-3/4" X 11-1/4" LAM PLYWOOD BM (LVL) PROVIDE 114 MIN OF 2- 2X4'S UNDER EACH II NEW 2x4 STUDS AT 16" OC BEARING POINT. WRAP EXTEND TO UNDERSIDE OF W/ 1/2" GWB, PAINT EXIST MEZZANINE STRUCTURE II SEE DETAIL E/A13 D 124" GRAB BARI T, 5` 9" 3'- 3" 4'- 6" J — T Y FILL IN DOOR OPENING _ I W/ CONSTRUCTION AND TPH NEW MATERIALS TO MATCH EXIST. o NEW II t „ I 0 NEW in ii TPH SND NEW BABY o ` []] NEW TYPICAL CHGN 0 HANDICAP STATION li SETUP SEE a(T 0----------- ---- ----------- D/A13---- ~ 0 ------ --------------------- x EXIST ID Q w X WOMEN'S w EXIST a -oFI EXIST NEW o EXIST EXIST TOILET o EXIST PARTITIONS EXIST TOILET EXISTING on EXIST EXIST x PARTITIONS EXIST OEXIST E'dC 0 �� Ey- (D\ - J 0 0 EXIST o Q EXIST EXIST v~i EXIST EXIST w 0NEW NEW o TOILET NEW PARTITIONS 2'- 1 0" 5 5'- 9 " MEW S 0Lq �I 109 NEW I I SEAL VOIDS 2x4 STUDS AT 24" OC FROM FIN FLOOR TO U/S OF ROOF DECK W/ 3/8" PLYWOOD FULL HEIGHT APPLY 4 MIL VISQUEEN FULL HEIGHT OVER PLYWOOD NEW SALES AREA PROVIDE SILICONE SEALANT k EXPANSION BOLT TO FLOOR W/ 1/2" DIA BOLTS AT 24' OC (7A WALL SECTION A13 3/4" = 1'0" TYPICAL DUST SCREEN WALL G F NEW BEAM 2- 1-3/4" X 11-1/4" LAM F I PLYWOOD BM(LVL) PROVIDE A13 MIN OF 2- 2X4'S UNDER EACH BEARING POINT, WRAP W/ 1/2" GWB, PAINT OVERALL TOILET FLOOR PLAN 1/4" = 1'0" TOILET SHALL MEET ALL APPLICABLE CODES REGARDING ACCESSIBILITY BY THE HANDICAPPED PRIOR TO REMOVING ANY WALLS SHOWN TO BE REMOVED, VERIFY WHETHER THEY ARE LOAD BEARING. GEN CONTRACTOR SHALL PROVIDE TO ARCHITECT A DIAGRAM SHOWING EXACT LOADING CONDITIONS NEW TOILET PARTITIONS SHALL BE FURNISHED BY KMART AND INSTALLED BY GEN CONTR r JOB NUMBER FLORIDA DESIGN PROFESSIONALS. INC --77-- KEY 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 _L. DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 PSB T DATE 0 27 SEPT 91 ADDITION AND REMODELLING TO Q SHEET NUMBER K MART STORE NO 7228 z SANFORD, FLORIDA OF SHEETS GENERAL NOTES I. INSTALLATION OF ALL TRADES SHALL CONFORM WITH LOCAL REQUIREMENTS 2. CONTRACTOR SHALL BE HELD TO HAVE EXAMINED THE PREMISES AND VERIFIED LOCAL REGULATIONS PRIOR TO SUBMITTING HIS BID. 3. CONTRACTOR SHALL MAKE APPLICATIONS FOR AND PAY ALL FEES IN CONNECTION WITH ANY PERMITS, INSPECTIONS, TESTS, ETC. THAT MAY BE REQUIRED FOR THIS WORK. 4. MATERIAL NOT SPECIFICALLY SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING MATERIAL OF LIKE KIND. 5• ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE OF K MART OPERATIONS. 6. GAURANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A PERIOD OF ONE (I) YEAR FROM DATE OF ACCEPTANCE. 7. CONTRACTOR SHALL PROVIDE A BARRICADE AROUND AREA OF NEW WORK. (IF REQUIRED) . 8. S.C. DENOTES SPECIAL COATING SEE SPECIFICATION SECTION 9800. 9. CONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS ON SITE. DO NOT SCALE DRAWINGS. FINISH NOTES: I. KMART GREY at COLOR SHALL MATCH SHERWIN WILLIAMS a1011 "MINIMAL WHITE". 2. KMART GREY a2 COLOR SHALL MATCH GLIDDEN 79-47 3. KMART RED al COLOR SHALL MATCH BM 1315. 4. ALL FINISHES SHALL BE FLAT, UNLESS NOTED OTHERWISE. FACES TO BE HINGED 1 2'- 01/2" AT TOP, PIANO TYPE, "\ 1. \ 1/2" 1 /8" ALUMINUM BACK 6 1/2" GALVANIZED DOUBLE HANGING SHOE BRACKETS 1 " TUBE SUPPORTS BUILT UP ON BREAK BENT ALUMINUM / PEDESTALS MISC I HPF TRANSFORMERS ERIES 1 /8" ALUMINUM EXTRUSION FINISHED KMART RED 12' 11" 0 0 ELECTRIC CUTOFF S .. 1 PER CIRCUIT, LOCATED IN BACK, ACCESS PANEL 12 % 12", RECESSED WEATHERPROOF TYPE 2^ 7'-0" 4'-0" 15 MM a4500 WHITE NEON ELECTRICAL TO OUTLET THROUGH SIGN BACK 2" x 3" ALUMINUM ANGLE BACK SUPPORTS SPECIAL NOTES: THE EAST WALL SHALL RECEIVE SPECIAL COATING AS SHOWN WHEN DIRECTED BY PROJECT REPRESENTATIVE NEW COLORS SHALL BE: I. EAST WALL: GUTTER COLOR SHALL MATCH ADJACENT CMU METAL COPING COLOR SHALL MATCH BEN MOORE NO. 1315 COLOR OF ALL DOWNSPOUTS AND GUARDS SHALL MATCH ADJACENT CMU COLOR OF EXISTING MASONRY SHALL MATCH SW 2050 COLOR OF EXISTING OVERHEAD DOORS, MANDOORS, STEEL LINTELS, GUARDS AND MISC. TRIM SHALL MATCH ADJACENT 1/4" CLEAR CRYLEX DR WITH 3M SCOTCH -CAL TRANSLUCENT VINYL PER CORPORATE COLORS RED FIELD WITH WHITE SCRIPT STYLE MART APPLIED SECOND SURFACE 1 1 /2" F-RETAINER FINISHED KMART RED ALL EXTRUSION JTS TO BE WELDED MATCH SMALL TRADEMARK TO PANTONE a 186 BE APPLIED TO SIDE OF RETURN 22'- 71/2" COORDINATE LAYOUT WITH DOWNSPOUT LOCATIONS ON EXTERIOR ELEV, SHEET A9 Q rl luau o SN 324 FUTURA HEAVY SN 309 FUTURA BOLD 23' 9'/2" 22'- 7'/2" 2 "II 7'- 0 " _• 2'- 2 SN 324 FUTURA HEAVY SN 309 FUTURA BOLD 1 8' 8 1 /2" 2" 7'-0' 1 i �j SN 324 FUTURA HEAVY P n SN 308 FUTURA BOLD SIGNAGE DETAILS NOT TO SCALE ALL SIGNS ARE PIN MOUNTED ALL SIGNS ARE PANATONE 186C OR KMART EQUIVALENT BO ANI 11 NEW GALV METAL COPING KMART RED at GALV METAL ON 1/2" EXTERIOR GRADE PLYWOOD ON 2"x4" BLOCKING, PAINT TO MATCH KMART RED a1 SEMI GLOSS E Ut:-- I H I L -0" EXISTING END RIB TO REMAIN PAINT ALL FACES AND SURFACES OF END RIB TO MATCH BEN.-MOORE a1315 SEALANT AND BACKING ROD EXIST CANOPY STRUCTURE 3/4. 9Y o DETAIL A14 3/4" = 1'0" \� A c, �" 91i " MiN z PAINT SOFFIT, AND UNDERSIDE OF RIBS COLOR TO MATCH KMART RED at, SEMI -GLOSS �c� CANOPY SECT ION 3/4" = l'O" NOTE: PRE -FABRICATED CANOPY PANEL MFR SHALL SUBMIT SHOP DWGS SIGNED AND SEALED BY BY A FLA REG ENGINEER. PANEL SYSTEM SHALL BE DESIGNED TO WITHSTAND A 110 MPH WIND LOAD PRE -FABRICATED CANOPY PANELS SHALL BE FURNISHED AND INSTALLED BY KMART E.I.F.S. SHALL BE INSTALLED AS PER MFR'S RECOMMENDATIONS E.I.F.S. FINISH SHALL BE "SANDBLASTED". EXTEND EXISTING ELECTRICAL CIRCUITS TO NEW SIGN. ALL WORK SHALL CONFORM TO ALL APPLICABLE ELECTRICAL CODES. PRE-FAB PANEL )ND AT RADIUS 1DED PANEL )LE E, HIDDEN LINES DENOTE C AREAS TO BE FLUSH CAULKED A14 SANDBLAST E.I.F.S. FINISH SANDBLAST FINISH COLOR INTERNALLY LUMINATED "K" (SN-300) COLOR TO MATCH KMART GREY al TO MATCH BEN MOORE a1315 IS CENTERED IN CANOPY. INSTALL AS 4A 5 5A 6 DIRECTED BY TENANT 6A 7 233" 23' 4 " 23' 4 " 23' 4 " 0 1 4'- 2 " 5'- 10 " 5'- 1 0 " 5'- 10" 5'- 10 " 5'-10" 2'- 1 1 " 2'- 1 1 " 5'- 10* 5'- 10 " 5'- 1 0 " 5'- 0 " 5'- 10 " 1 4' 2 " w LL - z B o A14 EA 8 �a I -9" w - " to > 1 4'- 7 " 0 - — II — v z I I I I I 20'- 5" I I E � 0 A14 li II III- A14 w tII F— II II II Z z II II J II it II v � II II II v PAINT ALL EXPOSED END RIBS TO REMAIN SURFACES OF INTERMEDIATE NEW PANELS WILL PROTRUDE OUT RIBS TO MATCH KMART PAST FACE OF RIBS 3" +/- - VIF GREY at O • 0 EXISTING CMU WALL NEW SPLIT -RIB CMU WALL S.C. TO MATCH S.C. TO MATCH KMART GREY a2 KMART GREY a2Ef - CHANNEL 4NNELS AS PER DRAWINGS WALL BEYOND S IS BOTTOM OF EXIST pi\ 10" CHANNEL 120'-6 1/2" TOP OF EXIST LL 14" BEAM > 118-10" + U N EXISTING STRUCTURE ADDITIONAL STRUCTURAL FRAMING FOR SUPPORT OF SIGN SHALL BE PROVIDED BY SIGN INSTALLER AND COORDINATED W/ STRUCTURAL ENGINEER GLAZED MASONRY NEW ALUMINUM STOREFRONT - UNIT BULKHEAD ENTRY SYSTEM, SEE DWG A13 0 Q v co cc s PRE -FABRICATED PANELS — FINISHED W/ E.I.F.S., INSTALL AS PER MFR'S SHOP DRAWINGS Q a; o% Q- s J IU a t� Go 7A PAINT ALL EXPOSED SURFACES AT END RIBS TO MATCH KMART GREY al PAINT METAL COPING TO MATCH BEN-MOORE a1315 PAINT RECESS, COLOR TO MATCH ADJACENT CMU TOP OF EXIST CHANNEL 124'-8 3/4" VERIFY IN FIELD PAINT BACK PANEL TO MATCH KMART GREY at iLBOTTOM OF EXIST BEAM "PI 12'-1" VERIFY IN FIELD PAINT FASCIA COPING AT CANOPY. COLOR TO MATCH BEN-MOORE a1315, SEMI -GLOSS DOTTED LINES INDICATE EXIST RIBS TO BE REMOVED #FIN FLR 100'-0" NOTE: FIELD VERIFY ALL EXISTING BUILDING DIMENSIONS PRIOR TO PANEL FABRICATION PARTIAL FRONT ELEVATION 1/8" = 1'-0" 2 ' Typ 1TL FLASHING, EXTEND )P MIN 4" BEHIND E.I.F.S. CANOPY SECTION 3/4" = 1' 0" PRE -FABRICATED FINISHED W/ E.I. INSTALL AS PER SHOP DRAWINGS ATL UTILITY SIDING SYSTEM 4TL FLASHING, EXTEND JP MIN 4" BEHIND E.I.F.S. FLORIDA DESIGN PROFESSIONAL S v I N C 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 DPK DATE ADDITION AND REMODELING TO 27 SEPT 91 SHEET NUMBER K MART STORE N 0 7228 1�4 SANFORD, FLORIDA OF SHEETS s' , c% s X DtJ( 1 Pr,j -to AL-IT0 PC PT Toc 1� ex I E rlVc;f I Z_,+xt, L-IY--;f r_ jt?ram ri E�,� vaf IT _--TrZ't- I Jr- -ro Fri L.) L-w — — — — --- — — — — — — ex I b-r I N I., 'I- U H --2 4 -Nil x X/ r-UH- 10 exi�-n tj i. F-1 PRE-2 i cm 1Tlw 4 CLJH- I I .117 pp, c - -,I if r_ Li 4/_ Li CAC - I f 6 'PARTIAL M E Z Z A 1`41 N E DE 0 ITION PLAN HVAC SCALE:1/16"=1'-0_7 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - j i j i i r_ -� r—yi H 61 TCJ e u I -I - `1 oi rl L ex v�-r I N i, F`� F),.� (T) I L t 01 a �nw 1 III n_= H I rvi 11, i_i, L I I Lill IJ -T /I C X I f-j I F I Z�-� -ro r- u I -I - 1:2 L j I- X 1 5 T I N /_1 L A L J Acu L NJ nl _j X 1`�'T I Kj /_j II ly L T _j ------------------------------ e C LJ H -7 II v II 7 LL= u II x 1�� c cl, 1-1 x I t, Ex -,TINT, A6LJ- 61 r--r r — — 4 I jlYj L illyL �J II it 1 j II lit= ::jp-- uijc—f uv' -Tiii U - 2 C! Fl-(ol 11 j I I I Tr� I N� -IT eLJ 1-1 - -7 L 9 T_� u ri - L L - _l/-- w Alk DEMOLITION PLAIN' DIVAQ SC A LE:1 /1 6"= I'-0" NOTEt THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL., STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL., AND ALL APPROVED SHOP DRAWINGS 'To INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHi*rECTURAL FLOOR PLANS AND ELEVATIONS. 'THE PROFESSIONAL ENGINEER WOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES Hnt EDY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. t�_, S- To- eii 4E5t 5 -7 64P, 5A u I I - - - - - - - - - - - - - — — — — 1--', ti ev --T I N ACU - I ov -Ill OVERALL DEMOLITION PLAN - HVAC 1/ 16" = 1, o" N 0 - REVISION DATE FLORIDA DESIGN PROFESS IONALSY I N C 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKF COUNTY Q04/728-IIU(J 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO III K MART STORE NO�-7228 SANFORD, FLORIDA STING, e U 1-1 - 11 --ro I - I 10' 4 (0 -61 50' 8 9' 8 4 0'- 0 II CID H - - - - - - - - - - - - - - - - - - - - - - - - — ®r— rrr — — :.ma ®a.— — — — — 44 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - L _j PC 13 P_ L J (4) A- 2 2 20 7AIA I � C\J r -1 Ali - I L- J F r -1 j —A(-U -a 4- c11 co 7 J.L — — — — T`7 WCC2 (,Frl 7 4- !L — —mar — — — — -4 __Lj i II 4_ 4 _4 cb L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 29' 2" 631- 10" - - - - - - - - - - - - - - - T 15'-0- �� C2 EWX THIS DRAWING:: MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL., PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWIi GS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. a 4 7 2'- 4 " N OVERALL BUILDING -PLAN - HVAC I * U" mc" DIpF'Usr_p_' F_ w I T Fl r-y' I -�-1 I NJ (4. \L) best, griner andassoolato" dato engineers, Ino. drawn P, i 1020 first avenue north dosignod ki k at. patersburg, florida 33713 (Ulu)-022-2330 rovised tax (013)-021-3001 job no. No. REVISION DATE FLORIDA DESIGN PROFESSIONALS, Ijoit wimiF? IN 51 90 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 9041728-1100 z I)I?AWPI' IjY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 O till. DA f I ADDITION AND REMODELLING TO K MA R T STORE N 0 7228 z WK A SANFORD, FLORIDA ivi 2 OF 'A 0 A AC U I` ROOF 14'x1 SALES RETUF MOUN Y NOTE1 PHARMACY FLOOR PLAN - HVAC SECTION M —3 SCALE: 1 /4" = 1 '0" THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE. AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. 127x16" SUPPLY AIR DUCT. 12"X10" SUPPLY AIR DUCT SECURITY CEILING (BY OTHERS). LIGHTS, SEE ELECTRICAL DRAWINGS FOR LOCATION. SUPPLY AIR DIFFUSER "U". MOUNT FLUSH WITH LIGHTS. SYMBOL SERVICE WIDTH ( IN LENGTH ( IN EXHAUST CFM EXHAUST DUCT CONNECTION EXHAUST DUCT VELOCITY FILTER AREA (SQ. FT.) VELOCITY THRU FILTERS EXHAUST STATIC PRESSURE EH-1 LITTLE CAESAR'S 30 120 1200 12"X8" 1818 (FPM) 1.8 / END 221 (FPM) 0.5" (IN/H2 0) EH-2 LITTLE CAESAR'S 42 30 700 10"XCr- 1667 (FPM) 2.3 200 (FPM) 0.5" (IN/1-12 0) HOOD FANS EXHAUST , SYMBOL SERVICE TYPE MANUFACTURER MODEL CFM TOTAL EXTERNAL STATIC PRESSURE WEIGHT (LBS.) FAN HP. VOLTS/ PHASE R.P.M. EF-1 LITTLE CAESAR'S BELT/UP BLAST GREENHECK CUBE-100-3 1200 0.50 55 1/3 115/1 1230 EF-2 LITTLE CAESAR'S BELT/UP BLAST GREENHECK CUBE-100-4 700 0.50 55 1/4 115/1 1671 NOTE: THE ABOVE SCHEDULES (EXHAUST HOOD) & (HOOD FANS - EXHAUST) ARE FOR REFERENCE ONLY AND TO BE PROVIDED BY OTHERS. SEE GENERAL NOTE 2 AND 3 BELOW. EXHAUST FAN AND DUCT TRANSITION _ BY KMART. I i KMART ROOF 1 BUILDING STEEL (TYP) SUSPENDED ACOUSTICAL CEILING AT 14'-0" SUSPENDED GRID SYSTEM CEILING AT 11'-0" 001 8"X1 20" X 16" SA DUCT SUSPENDED ACOUSTICAL CEILING KMART FINISHED FLOOR SCALE: 1/4" = 1'0" SCALE: 1 /4" = 1'0" N0. PITCH ---�- 20 GAUGE 10"X6" ACCESS PANEL 8"X12" EXHAUST AIR DUCT 10"X6" ACCESS PANEL ON BOTH SIDES OF EXHAUST DUCT SEE GENERAL NOTE # 2 FOR EXHAUST HOOD EXHAUST HOOD (BY OTHERS) 10"X4" ACCESS PANEL X10" EXHAUST AIR DUCT 'ACCESS PANEL BOTH SIDES OF EXHAUST DUCT =E GENERAL NOTE# 2 FOR EXHAUST HOOD 10" o 14' X8" 20" X 16" 10" o 1p K., I L 14' X8" 16" X 16" 10" o —1 '22 16"X12" GENERAL. NOTES 1. CONTRACTOR SHALL NOT COMPLETE FINAL DUCT DROPS FOR HOOD CONNECTION UNTIL AFTER HOOD AND ASSOCIATED EQUIPMENT LINE IS INSTALLED. ALL HORIZONTAL DUCTWORK, DIFFUSERS, FAN INSTALLATION ETC. MAY BE COMPLETED BEFORE HOOD INSTALLATION. 2. EXHAUST HOOD - PROVIDED AND INSTALLED BY KMART. MECHANICAL CONTRACTOR SHALL MAKE DUCT DROPS AND FINAL CONNECTIONS AFTER HOOD HAS BEEN INSTALLED. COMPLETE BALANCING IN ACCORDANCE WITH AABC OR NEBB STANDARDS AND LOCAL HEALTH DEPARTMENT, BY MECHANICAL CONTRACTOR. 3. EXHAUST FAN - PROVIDED BY KMART. INSTALLATION AND FINAL CONNECTION SHALL BE BY MECHANICAL CONTRACTOR. ROOF CURB PROVIDED AND INSTALLED BY GENERAL CONTRACTOR. FOR EXACT LOCATION SEE ARCHITECTURAL DRAWING. 4. REFER TO SHEET M-6 FOR ACU AND AIR DIFFUSER SCHEDULES. 5. REFER TO SHEET M-5 FOR TEMPERATURE CONTROL SYSTEM. MOUNT THERMOSTAT SERVING ACU- ON WALL 5' - 6" AFF. 16"X12" LITTLE CAESAR'S PLAN - HVAC REVISION DATE ' FL_ OR I DA DES I GN PROFESS I ON AL_ S . I N C 5190 WEST HIGHWAY 40, OCALA. FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MA R T S T ORE NO 7228 3 I SANFORD. FLORIDA 12"X8" EXHAUST AIR DUCT CONNECT TO EXHAUST HOOD 10" X6" EXHAUST AIR DUCT CONNECT TO EXHAUST HOOD best, griper and associates engineers, Inc. date cl - 2.7 _qI— drawn ..i` designed 2j 1628 first avenue north st. petersburg, florida 33713 (813)-822-2335 fax (813)-821-3361 revised job no. 1-1 , JOB NUMBER 901144 DRAWN BY f' DATE SHEET NUMBER 1V1- 3 11 OF SHEETS r rJSrr J -i'y 1<1 `f AC J rJ 1 �( I �rJ �' Y P�-rJ ►! E�J ,�fJ tJ 1�'rrl I all -111-11111 I I I I to I �'0 14 �-4 `� I C��t4Trq'�;� Tc, 4�i rq •�� t 1164.;J,.� �� iJ1GGI� I�' (. iC� 1 1 + k� f I L -k r ".c�.-� b � I� I I Ili''<� � ►v'�r� i LAJ GARDEN SHOP HN.A.C. SCALE: 1/8" = 1' 0" NOTEII THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,, STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL !FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. 0L1 -r --rU . Y--) `x LZ' ,,�- F JP i-J I) i 20,1 1- (�1 - a / IJ 01-T A,G,u 15 vol W.aL-L_ � ' ��'',� �►'. ��.�G <.�% � �- � � r=�'!'� Alt 1 Zvi a,► 3 141—1ULJF-1 -r 8'-9" 6'-O" -0, TL DISCONt`lE-7 SW' -CH ECONOMIZER HOOD ! ROOFTOP UNI- EXTEND CONDENSATE DRAIN TO WALKWAY SCUPPER. Ar- MA 1T I _ _ r 1 -DEEP JOIST kz 6' MINIMUM STRAIGHT RUN _ 10°o �--- t 14 " x 30" , 20' x 2O" mil. w ACUTHERM PRESSURE - 0 2 INDEPENDENCE MODULE. u' o a --� w J c-J FLOOR SECTION AT ROOFTOP AC UNIT ACU#14 �Ni-� SCALE: 1/4" ECONOMIZER AIR INTA AND RELIEF AIR OPTI BE FACTORY PROVIDER UNIT MANUFACTURER. . ROOF TOP AC UNIT FULL SIZE PVC SCHEI DRAIN PIPE AND TRAF (3' DEEP SEAL). ROOF CURB, (BY OTHE ARCHITECTURAL SHEET SUPPLY DUCT (BEHINC FULL SIZE OF'AC UNI RETURN DUCT (FRONT) FULL SIZE OF AC UNI 20'x20" RETURN AIR 14%30' SUPPLY AIR nrwnrr n r crrn►.1nir^T Sw I TRH. INSTAL i (SUPPLIED BY >) ON TWO 24' TILLED ANO BOLTED 'ILE WHERE POSSIBLE. _ HOLES IN UNIT. 'NG LOCATION A[TH JRER TO AVOID '6DNS. WIRE 1ICAL TRADES. SECTION AT ROOFTOP --AC UNIT ACU#14 SCALE: 1/4" = 1`-0' NO. I REVISION [CAL DRAWING. a THERMOSTAT MOUNTED 6'-6" AFF, PROVIDE 11/2' RIGID INSULATION ON BACK (TYP. FOR TWO). 32 xl6 ON. TERMINATE 12 AFF. PROVIDE ANGLE IRON FRAME AROUND DUCT. 2816n 32" x 16" �E I RH- l E I RF1-2 C PE-14 ' -� J\=EIRH-1 23'-6" C)I) MOUNT 12'-0" AFF INSTALL AT 220 ANGLE \ AUTO SERVICE TOWARDS THE ENTRANCE (TYP, FOR 4) 1 EIRH-2 • Q7 �J 211/2" x27112„ SA Dt`1 TIIRU ROOF, r� �I AE 11 EMAU- I ON ROOF-------- 11 E IRH-3 'l -WAY DISCHARGE - IIFAO (BY 0 THERS) SALES AREA i r I { F�REMO [E CONTROL CONSOLE E I RI1 4 MOUNT 6' --6" AFF -- CO UETECTOR---____ TOILET EIRH-3 6"x6" ' E1RI1-44 - CARBON MONOXIDE (CO) DETECTION OM R SSOR ► ArJD CONTROL UNIT ACME MODEL fHFRMOSTAT SERVING °AC" PE-13 - #01-01E3-120 THREE LEVEL OPERATION Rf'--6 MOUNT Ord RO0 s '� — 1''�l UNIT. MOUNT CONTROL UNIT 6' -6" VIALL 5' -6" AFF RP- 12" x 14" AFF. MOUNT REMOTE SENSOR 01-338 - -- - �_ 11 AD, 12' -0" AFF. AC-10 -Iz) �� C fIf -12 " 12 " x12" 14 0_ AB�_ 2 HDUR WALL, { 12" xl 4" THERMOSTAT SERVING" xt' AC- 16 MOUNT ON WALL -5'-6" AFF AUTO SFRV I CL FLOOR PLAN - NVAC (ELFC F[ T C 7 SCALE: 1/8" =1 ' -0 -- �-J0-1't�;-�r� -iry �--��-r rt-cam �v� ,a�� tJ L,a�l� �IF>✓I�-- �i,-t�.�l..�.�. 2 best, griner and associates date 9 engineers, Inc. drawn K-r-1. 1628 first avenue north designed 0-J fr st. petersburg, florida 33713 revised (813)-822-2335 fax (813)-821-3381 job no. JOB NUMBER DATE FL_ OR I DA DES I GN PROFESS I ON AL_ S . I N C 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO. FLORIDA 32821 407/826-0705 DATE ADDITION AND R E M O D E L L I N. G TO SHEET NUMBER K MART STORE NO 7228 M-W-4 {I I SANFORD. FLORIDA C l 1 OF SHEETS p� ROM[) DUC-MORK A. MA1ERIAL5: GALVANIIED SIIEET STEEL DUCT AND FITTINGS, LOCK FORMING OUALIiY PER ASIM A 527, COA1IfIG DESIGNATION 6-90, FACTORY FABRICAiF0, LOCK SEAM OR WELDED DESIGN PER SMACNA HPOCS MANOFACiORE: I. W11fED SIIEET METAL_ DIV,, UNITED McGILL CORP. B. COfIsIIWCi ION: All HUCI SNAIL BE ROUND SPIRAL LOCKSEAM CONSTRUCTION. i)(1CTGAUGF AND REINFORCEMENT REOUiREMENIS WILL OF DEPENDENT ON DIAMETER AND MAXIMUM OPF IIA i I NG PRE SSURE , DIICIS SNAIL 13E PROVIDED IN CONTINUOUS, ONJOINTED LENGTHS WIIEREVER POSSIBLE, EMIFI WHFRE INiERRUPiED BY F111H-I135, DUCT SECTIONS SHALL BE NOT LESS iIIAN 10 FEF1 III I I llGiII. Alt HUCIS SIIALI. BE PROVIDED WI111 INSIDE INSULATION. UNLESS OfHFRMISE INDICATED, Alt 11601AlfO DUCT DIAMETERS SHOWN ON DRAWINGS ARE NOMINAL INNER LiNER DIMENSIONS. I. Ii0A A)EI) DOCi SHALL BE CONSTRUCTED OF AN INNER LINER, A 1-1NCII (UNLESS 0IIIERWiSE NOiFO) IAYFR OF FIBER GLASS INSULATION, AND AN OUTER PRESSURE SHELL_. 2. IHSUTAtION MATERIAL: 1211111) SiiIFT METAL DIV., UNITED MCGILL CORP•, ACOUiI-K27. SIniIDIHG SFAM JOINTS SHALL BE USED WIIEREVER POSSIBLE ON FITTINGS. ALL SiANDiNG SEAM J()IiJIS SIIAIL. BE SEALED WifII A CEMENT SPECIALLY FORMULATED FOR BONDING MEiAL-10MLIAL. 101tllS, 111 CLASSIFIED "0" FLAME SPREAD, AND "0" SMOKE DEVELOPED. III LIEU OF SiANI)ING--SEAM CONSTRUCTION,-JOINiS MAY BE SOLID WELDED OR SPOT WFLUFn ANT) B0111)E1) OR BEAi)FII SLEEVE JOINT. 1. All WELDED JOINTS SIIAIL BE COALED 111111 A PROTECTIVE PAINT, INSIDE AND 001, 10 PRIVTNi HAMAi;F 10 iIIE GALVANIZED SURFACE. 2. (ATI WLLOF D F 111 INGS SIIALI HAVE ALL JOINTS SEALED Willi A CEMENi SPECIALLY FO1tMI)I.AiEH 1 011 BUNlIH11; F 1,11 [Al iO MF IAl_ JOINTS, Ul- CLASSIFiED "0" FLAME SPREAD, AND "0' SMOKE 0EWI-01 F1). SCf 1E DUL E_ GAUGES FOR _ SP I RAL UUC T CONS i RUC T-I ON D i AME i E It m 11`11 mum MAX I MUM . ( iNCI IFS1 THICKNESS 1111t_KNESS 3 10 51/2 28 go 14 go 6 10 24 28 go _ 16 go 25 10 26 — 26_go 14 go (. Rf 1 Ili ORCE MI N 1 AtI-NFIi1F0ItCP.0,11 SHAII RE EXiFRNAL. iNIERNAL REINFORFFMENi SIIAll NOf HE Af,CEPIABI-F. CA � I OP�IS o L ; , o TL-�I L-R TUP,E CONTROLS VARIABLE AIR VOLUME UNIT: CONTROL SHALL BE THRU THE MASTER/SUBZONE APPROACH, COOLING/HEATING UNITS AS SHOWN ON THE PLANS SHALL BE THE MASTER ZONES. THE COOLING/HEATING UNIT SHALL BE PRQVIDED 'SMITH DISCHARGE AIR THERMOSTAT CONTROLS AND 24 VOLT RELAYS TO CONTROL COMPRESSOR/COOLING COILS AND HEAT SOURCE. THE COOLING/HEATING UNIT SHALL BE SUBZONED WITH ACUTHERM THERMA-FUSER THERMALLY POWERED VAV MODULES AS SHOWN ON THE PLANS. AN AIR BYPASS SHALL BE PROVIDED FOR THE COOLING/HEATING UNIT WHICH SHALL BE CONTROLLED BY AN ACUTHERM PRESSURE INDEPENDENCE MODULE AS SHOWN ON THE PLANS. EACH COOLING/HEATING UNIT SHALL BE PROVIDED WITH AN ACUTHERM SYSTEM MODE CONTROL . MODULE (SMC) WHICH SHALL BE CAPABLE OF PERFORMING THE FOLLOWING: SEQUENCE OF OPERATION MODE FAN COOLING HEATING ;OCCUPIED RUNS ENERGIZED IF ANY ENERGIZED IF: CONTINUOUSLY SENSOR IS ABOVE 1. NO SENSOR IS ABOVE COOLING COOLING SETPOINT. SETPOINT, AND 2. AT LEAST ONE SENSOR IS BELOW HEATING SETPOINT. liNOC -JPiED RUNS INTERMITT- DE -ENERGIZED ENERGIZED 'IF ANY SENSOR 1S BELOW Sc -BACK FNTL`' ON DEMAND SETBACK SETPOINT. FOR HEATING AARM-JP/ RUNS ENERGIZED IF ANY E11ERGi,:.E0 (F ANY SENSOR IS BELOW :'RECJOL (CONTINUOUSLY SENSOR IS ABOVE HEATiPIG JFFSET SETPOINT, COOLING SET POINT THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT, MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWINQ DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES, iEMPERATUARE SETTING: MODE TEMPERATURE COOLING 78OF HEATING 70°F NIGHT SETBACK 55 °F SEE MANUFACTURER INSTALLATION INSTRUCTIONS FOR THE CORRES- PONDING VDC SETTING IN THE FIELD. SET TIME DELAY FOR 2 MINUTES. STATIC PRESSURE CONTROL STATIC PRESSURE CONTROL STATIONS SHALL BE THE CONTROLS SHALL BE ELECTRONIC SOLID STATE PRESSURE INDEPENDENCE MODULES (PIM) AND FULLY CONTAINED WITHIN THE CONTROL MANUFACTURED BY ACUTHERM, HAYWARD CA. MODULE. FIELD ADJUSTMENT OF STATIC PRESSURE THEY SHALL CONSIST OF A CONTROL MODULE MOUNTED SET POINT SHALL BE BY TURNING A SLOTTED HEAD ADJUSTING SCREW, A SCALE SHALL BE LOCATED ON A DAMPER TESTED TO AMCA STANDARDS. AROUND THE ADJUSTING SCREW FOR A ROUGH STATIC CONTROL MODULE SHALL BE FIELD ADJUSTABLE FOR PRESSURE SETTING AND AN EXACT STATIC PRESSURE STATIC PRESSURES FROM .05"wg TO .50"wg. THE SETTING SHALL BE MADE BY CORRELATING VOLTAGE CONTROL MODULE SHALL CONSIST OF ACTUATOR, READINGS WITH TABULATED STATIC PRESSURE. CONTROLS AND PRESSURE TRANSDUCER FULLY ASSEMBLED PRESSURE TRANSDUCER SHALL MEASURE PRESSURE AND PACKAGED FOR EASY INSTALLATION BY CONNECTING DIFFERENTIAL BETWEEN ATMOSPHERE AND THE THE TUBING FROM THE STATIC PRESSURE FITTING TUBING FROM THE STATIC PRESSURE FITTING. A 5 AND INPUT VOLTAGE. MICRON FILTER SHALL BE FACTORY INSTALLED IN THE VOLTAGE SHALL BE EI`iHER LINE FROM THE STATIC PRESSURE PROBE TO PROTECT 120010/50-60Hz. AN ENERGY LIMITING TRANSFORMER THE TRANSDUCER FROM CONTAMINANTS. RATED AT 20VA SHALL BE FACTORY INSTALLED IN THE CONTROL MODULE SHALL BE FIELD CONVERTED ALL 120v CONTROL MODULES. MAXIMUM CURRENT FROM DIRECT ACTING TO BYPASS BY SWAPPING DRAW SHALL BE 15VA. THE ELECTRICAL LEADS FROM THE DUAL MOTORS, THE ACTUATOR SHALL -BE DUAL SYNCHRONOUS CONTROL MODULE SHALL BE IN A NEMA I ENCLOSURE. MOTORS WHICH CAN TURN THE DAMPER SHAFT ALL 120v COMPONENTS SHALL BE UL RATED. CLOCKWISE OR COUNTERCLOCKWISE WITH A GEAR DESIGN CAPABLE OF WITHSTANDING A STALL A STATIC PRESSURE FITTING SHALL BE INCLUDED CONDI11ON AT EITHER END OF THE DAMPER ROTATION' FOR MOUNTING IN THE DOWNSTREAM? DU`T. TUB ING WITH NO DETRIMENTAL 'TEMPERATURE RISE. TFIE BETWEEN STATIC FITTING AND CONTROL MODULE iS ACTUATOR SHALL MOUNT DIRECTLY ON A 1/2" BY OTHERS. DIAMETER DAMPER SHAFT. MANUFACTURER SHALL PROVIDE A 2 YEAR WARRANTY, T�F DP�� !� ED `,Av T F F�� U 1 F F LISP R 0 VARIABLE VOLUME: THERMALLY POWERED VARIABLE AIR VOLUME DIFFUSERS SHALL BE THERMAFUSER MODEL TF-HC MANUFACTURED BY ACUTHERM, HAYWARD CA. THE TF-HC SHALL BE THz-RMALLY POWERED USING TWO ROOM T=MPERATURF SENSING THERMAL ELEMENTS AND ONE CHANGEOVER THERMAL ELEMENT. THE ROOM TEMPERATURE SETTINGS FOR HEATING IS 70OF AND COOLING IS 78OF SHALL BE SEPARATELY ADJUSTED IN THE FACTORY BY SEPARATELY ADJUSTING EACH OF THE TWO ROOM TEMPERATURE SENSING ELEMENTS FOR ALL DIFFUSERS. ONE ROOM TEMPERATURE SENSING THERMAL ELEMENT SHALL SENSE ROOM TEMPERATURE AND VARY THE SUPPLY AIR WHEN COOLING. THE OTHER ROOM TEMPERATURE SENSING THERMAL ELEMENT SHALL SENSE ROOM TEMPERATURE AND VARY THE SUPPLY AIR WHEN HEATING AND SHALL BE BIASED TO OFFSET ROOM TEMPERATURE STRATIFICATION. THE CHANGEOVER THERMAL ELEMENT SHALL BE FACTORY INSTALLED AND ADJUSTED TO ENGAGE THE HEATING MODE AT 81OF AND ENGAGE THE COOLING MODE AT 70°F. THE CHANGEOVER ELEMENT SHALL NOT EXTEND ABOVE THE NECK OF THE DIFFUSER. THE UNITS SHALL HAVE 66 LINEAL INCHES OF VARIABLE DISCHARGE AREA AT THE PERIMETER OF THE DIFFUSER FOR LINEAR CONTROL, MAXIMUM COANDA EFFECT AND TO AVOID DUMPING. EACH DIFFUSER SHALL BE FACTORY TESTED AND SHALL BE A TOTALLY SELF-CONTAINED AND THERMALLY POWERED VARIABLE AIR VOLUME UNIT. CONSTANT VOLUME: THERMAL FUSER TF-D MODEL: WHERE THE LETTER "D' FOLLOWS THE THERMA-FUSER LETTERS (TF-D) THE UNIT SHALL BE DEVOID OF TEMPERATURE/AIR VOLUME CONTROL DEVICES, BUT WILL BE EQUIPPED WITH ADJUSTABLE BLADES. TYPICAL LOW VOLTAGE iFRMINAL OF MULIi STAGE KIA S i ER ZONE UN I I . _PFtUV UEU-QY fi OQ FLOP i jT ) PROVIDED BY "ACUTHERM" SYSTEM ( COOL ING/HEAT ING) MANUFAC iURERRfi�(1C-f�5( 1 I j HEATING HEATING D 1 SCI LARGE STAGE #1 (W1)(D------Y- _ ---I -- _- till) THERMOSTAT (2 STAGE). (R)---------------------, STAGE #2 (W2)a------------- 1--__ trig) I 1 I ' 1 I I' I • COOLING COOLING j DISCHARGE STAGE #1 (W1)a---------- (Y1) THERMOSTAT (2 STAGE). (R) - - - - , STAGE 02 lW2)Q}-____r'__-- (Y2) 1 1 1 I , I I FAN- I - COMMON (C)�-----�-- I HOT 24v 1 I I COOLING TIME DELAY - - 45 67 3 f g 21 0 ® MINUTES 11 —24 VAC I FILTER RIDE ICOM 74IFANII7V It?V awMEMO 0 e �.IAr.... .i.... HEATING TIME DELAY - • - - - J I t t �- - - - - - - - - - - - - -f - - II •------------------ tL - - _ - - - - - - - - - - - - - - - - - - ------------------------�- SENSOR SENSOR SENSOR SENSOR SENSOR 11 12VI2 12V13 12V14 1205 12VI MANUAL_ OVERRIDE SwIiCH DIRTY Fit IER PRESSURE SWITCH T-----f—T'—tiTT--- SFNSOR i ERMINAL BOX -- A I I I I I I i I I (MOUNTED UN GS-1 DIFFUSERS) -------------- I I 1 1 1 I 1 I I I 1 1 I 1 I TYPICAL -"--- -" - - -J -`_.,.__ ► I I I I 1 �tQL�; ' ' ALL DASHED LINES INDICATE SENSOR ' t 1 1 I WIRING ------------- I t FIELD WIRING 10 BE PROVIDED TU GS—I _ _ � , _ � � � � � - - J F � AND INSTALLED BY l EMPEIIA I UILI DIFFUSER .-------------------___ CONTROL CONTRACTOR. --------------------------J -rNERMA—FUSFR JOBSITE WIRING DIAL - I -TAM SCALE: NONE - (AL UNIT * 14 E MAU-1 L'ON I IIUL SEQUENCES WINIER IIPJII S11ALI. BE CONTROLLED "I III A MAXI TROL..SERIES 44 FOR SPACE TEMPERATURE, L.00AiE SENSOR IN REMOTE CONTROL PANEL (LOCKAOLE). UNIT SHALL RESPOND TO BUILDING PRESSURE BY MAINTAINING A POSITIVE PRESSURE OF .03" W,C. 5UhLMFL1 • NEATER SIIAI.I- PE LOCKED OFF AND FAN SHALL RUN PROVIDING VENTILATION. OUISIOF AIR AND RETURN AiR DAMPERS SHALL BE CONTROLLED "ITH A MIXED AIR CONIRDI.LP:It PROVIDING COOL AIR. DAY/NIIE A ;LVCN (1) DAY iWENTY FOUR (24) HOUR TIME CLUCK SiIAL_L START Atli) STOP UNIT. 111,111 SIIALI. DE OE -ACT IVAiED DURING NIGHT CYCLE. (FURNISHED IN MAU-1 PANEL). I'E 14_CON I ROL SEQUENCE i AN 15 i.IANUALI_ AND STOPPED ( FAN STARTS A f LOW 5PEED) . WHEN CO I I VFL EX('EFUS CO DEiECTR SETPOINT, TILE FAN GOES INTO HIGH SPEED AUTOMATICALLY, WHEN CO LEVEL 1S BELOW SEP POINT FAN REVERTS BACK 10 LOW SPEED. INI IIA-111-D III AIL115_CONTROL il()iJta i A i i i IUrILYWELL 16U51 A W/REMOVABLE KNOB) LOCATED PER DRAWINGS SHALL CYCLE INFRA RED IIEAiERS ON & OFF. PROVIDE MANUAL OVER OUE "UN -OFF" SWIiCII. LLLCiRIC D1JC1 IIEAiER CONTROLS 1.1 i CIPIC DIICA i iEnul STIALL E1E I N PERLOCKED W1111 A.C. UNIT FAN MOTORS AND A I R i LOW PROVF N SO T i IA f COI L-S W I LL NOT' BE ENERG I ZED UNLESS FAN MOTORS ARE 1 N ( PLIIAIION. PROVIDE A DUCT MOUNTED THERMOSTAT (HONEYMIELL 1675A), UPSiREAM 1 i10M UUC I IIEA iER nIIICII SHALL LOCKOUT DUCT HEATER NIIENEVER SUPPLY AIR 11 Mi'I RAiURF. IS ABOVE UO°F-. A ROOM THERMOSTAT (HONEYWELL 1874 WITH APPROPRIATE S1)i18ASF) SIIAIL- ENERGIZE DUCT HEATER TO MAINTAIN DESIRED ROOM TEMPERATURE. A.C. UNIT 8, q,10,1 if 13,14,15,> 16 ROOM COOLING/HEATING THERMOSTAT T7300 THERMOSTAT WITH 07300 SUBBASE (LX C EE PLANS RELAY TO EX191 NL EVAPORATOR FAN MOTOR A.C. UNIT =iRESTAT OUTSIDE AIR THERMOSTAT SMOKE DETECTOR ( IN SUPPLY AIR STREAM) TEMPERATURE CONTROL SCHEMATIC FOR ROOF TOP A.C. UNITS_ I ,i-,.ter-> ✓_ -I I A . I - -t" . I W-- wl I7C-- l,o J V0 �T (F.► �� .�.cx s� �Y W I-lE:f PAC j 12CD E5Y I-- Dl �f' �-� h1T1� l.f''1�'�.�.J 12.E%i �.! (•'�('iN a,.1 -ept Jlz P, J To W-r->Ji og-, r L.C&j �� 0hTAT I t�d PPL.Y Pd !Z. O J-(� I/Ct—::; pit fZ -tT-i r-iCr�r/�- t TEMPERATURE CONTROL SCHEMATIC FOR ROOF NO SCALE NOTES 1. ALL CONTROLS ARE BASED ON "CARRIER" ROOF TOP UNITS. THERMOSTAT AND SUB -BASE ARE BY "HONEYWELL". 2. LOCATION OF SMOKE DETECTORS FOR AUTOMATIC FAN SHUT -DOWN SHALL BE DOWNSTREAM OF THE AIR FILTER AND REMOTE AIR SUPPLY DUCT SYSTEMS. ASSEMBLY SHALL CONSIST OF HOUSING TO ACCOMMODATE SAMPLING TUBES (TUBES SHALL EXTEND INTO AND ACROSS FULL DUCT WIDTH). DETECTORS WIRING TO THE UNIT CONTROLS AND SIGNALING SYSTEM BY ELECTRICAL CONTRACTOR. MECHANICAL NOTES 1. ALL A.C. UNITS SHALL HAVE ECONOMIZER CYCLE AND PROPORTIONING AUTOMATIC RELIEF/OUTSIDE AIR INTAKE'DAMPER(S). ALL UNITS TO HAVE REMOTE FUSED DISCONNECT SWITCH MOUNTED ON THE ROOF TOP UNIT PER THE DISCONNECT MOUNTING DETAIL (SHOWN ELSEWHERE). ALL UNITS SHALL HAVE LOW AMBIENT CONTROL TO ALLOW OPERATION WHENEVER OUTDOOR TEMPERATURE IS 45 DEGREES FAHRENHEIT AND ABOVE. 2. EXTERNAL STATIC PRESSURE AND EVAPORATOR FAN HORSEPOWER VALUES ARE BASED ON THE USE OF EXTENDED SURFACE OR PLEATED AIR FILTERS AND ARE MINIMUM ACCEPTABLE VALUES.. 3. EACH COOLING APPARATUS TO HAVE EVAPORATOR COIL CONDENSATE LINE WITH MINIMUM OF 3" DEEP SEAL TRAP EXTENDED TO DRIP ON ADJACENT WALKWAY BLOCK A MINIMUM OF 6" A.F.R. AND TERMINATE CONDENSATE LINE SO THAT CONDENSATE WILL DRAIN AWAY FROM A/C UNIT ROOF CURB. 4. ALL UNITS TO HAVE MANUFACTURERS AUTOMATIC COMPRESSOR LIMITED STARTING DEVICE. EQUIPMENT SHALL HAVE "TIME GUARD CIRCUIT" OPTION ON ALL ROOF TOP A.C. UNITS. 5. MECHANICAL CONTRACTOR SHALL VERIFY THAT ACTUAL A.C. UNITS TO BE INSTALLED MEET FLORIDA STATE ENERGY CODE REQUIREMENTS FOR MINIMUM ENERGY EFFICIENCY RATIO (EER). 6. ALL OPTIONS REQUIRED FOR COMPLETE A.C. UNIT INSTALLATION (IE: ROOF CURB, ECONOMIZER, PROPORTIONING RELIEF DAMPER, ETC.), SHALL BE FACTORY PROVIDED; FIELD FABRICATED COMPONENTS ARE NOT ACCEPTABLE. 7. SCHEDULE IS BASED ON CARRIER UNITS. ADJUST TOTAL STATIC PRESSURE AND EVAPORATOR FAN MOTOR HORSEPOWER MID RELATED ELECTRICAL DATA FOR SUBSTITUTED MANUFACTURER AS REQUIRED. 8. SEE MECHANICAL SPECIFICATIONS 15A-3 PARAGRAPH 6 FOR ROOF TOP A.C. UNIT MANUFACTURER SUBSTITUTION. 9. MECHANICAL CONTRACTOR SHALL INSTALL ALL CONTROL WIRING AND THERMOSTATS. 10. THERMOSTATS SHALL BE MOUNTED A.C. UNITS ON COLUMNS 6-6" A.F.F. UNLESS OTHERWISE NOTED ON THE DRAWINGS. 11 , RDUF LURS'b F02 i\Lt- E)UPPIJEP ; INSTALLED S%( L,CNCIZAi_ CON'T'R, best, griner and associates date engineers, Inc. drawn V- O 1628 first avenue north designed st. petersburg, florida 33713 revised (813)-822-2335 fax (813)-821-3361 job no. )CO NO• REVISION DATE ' FL OR I DA DES I GN PROFESS I ON AL_ S v I N JOB NUMBER 901144 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAI<E COUNTY 904/728-1100 DRAWN BY 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO. FLORIDA 32821 407/826-0705 DATE ADDITION AND REMODELLING TO K MAR T STO RE N 0 7228 SHEET NUMBER 5 II SANFORD, FLORIDA l` 0F SHEETS i ROOF TOP AIR CONDITIONING UNITS OUTDOOR SUMMER CONDITIONS: 94 DEG. F.DB 79 DEG. F.Ne . DESIGN WINTER CONDITIONS: 35 DEG. F.DB !COOLING CAPACITY jELECTRIG HEATING 'EXTERNALjOUDSIDE AIR ELECTRICAL jGOMP. NO 1EVAP. FAN CONDENSER ! 1 " I I (CAPACITY SP , MIN. ! MAX. I i I AND FHP71F.L.A. ! lNo.& CARRIER MODEL SYMBOL 1SERVIGE IDW TYPE 1 SCFM i (BTUIHR) I �' WG 1 CFM CFM V. ( Ph I Hz R.L.A. HP ` F.L.A. } (REF ; 1TOTAL 1SENSIBLE KW ( FLA # 504 8.044 460 3 ; 60 2 @ 22.2 1 5.0 6.60 1 2 @ 1 3.3 i BODPE020 ( ELECTRIC) ACU # 8 1 NEW SALES AREA I M- 2 1 HEAT.ICOOL. 1 8.000 1 235,000 1 167,000 i 30 39 I 1.00 I 400 i 6,004 1 460 , 1 3 ; 60 1 @ 32 3.0 4.70 12 @ 1 j 3.3 SODPE016 (ELECTRIC) ACU =� 9 1NEW SALES AREA IM -2 !HEAT.ICOOL. ! 6.040 187,000 { 135,000 '; 30 1 39 1.00 j 1 400 1 6.000 460 3 1 64 j 1 @ 32 3.0 4.70 2 @ 1 3.3 , 50DPE016 (ELECTRIC) A CU # 10 (NEW SALES AREA IM-21HEAT.iGOOL. I 6.000 i 235.000 167,000 i 30 ( 39 1.00 154 2,000 1 464 I 3 60 i 1 @ 9.6� 1.8 1 @ 113 I 1.0 ) 50QJ06 (ELECTRIC) ACU # 11 ( NEW STOCK AREA M-21HEAT.I000L. � 2,004 � 62,800 47,500 ( 11.5 13.8 0.4 1 1 1,000 1 6.000 460 �� 3 j 60 1 [� 32 1 3.4 4.74 j 2 @ 1 j 3.3 1 54DPE416 (ELECTRIC) � ACU n 12 1 LITTLE CAESA R'S M-3 HEAT.ICOOL. 1 i 6,000 1 186,000 140,000 ; 30 39 1.00 30 940 208 60 1 1 @ 15.3 1/3 2.5 11 @ 118 I 0.9 50N0030 (ELECTRIC) ACU # 13 i PHARMACY ; M-3 HEAT RUMP 944 1 27.000 23,000 - - 4.75 100 1 3,600 460 i � _I 1 3 j 60 1 2 @ 9.5 ; 2.0 3.4 1 @ 3!4 j 1.9 50DJ012 (ELECTRIC) ACU # 14 1 GARDEN SHOP M-41HEAT.ICOOL. 1 3,600 I 118.000 1 98,000 16.5 19.5 0.60 ► 204 1, 3,000 # 460 l 3 I 60 1 298.0 ` 1.5 2.6 I1 @ 3!4 ! 1.4 I 54DJ009 (ELECTRIC) ACU 4 15 P GARDEN SHOP IM-41HEAT.I000L. I 3.000 i 98,000 80,000 13.9 16.7 1 1.00 1 50 I 1,004 ! 208 1� I 60 1 1 @ 15.3 I 113 2.5 11 @ 118 i 0.9 ! 50NQ030 (ELECTRIC) ACU # 16 OFFICE (AUTO SER) i M-4 I HEAT PUMP 1.000 i 27,800 I 23;500 - - 1.00 1 1 _I I i 1 NOTES: R.L.A. - RATED LOAD AMPERS F.L.A. - FULL LOAD AMPERS MINIMUM REQUIRED UNIT EER SHALL NOT BE LESS THAN 8.6 EER FOR UNIT LESS THAN 65,000 BTU/H AND 8.3 EER FOR UNIT CAPACITY OVER 65,000 BTU/H. U "DIFFUSERS, REGISTERS & GRILLES (AUTO CENTER) REMARKS SYMBOLS AA AB AC AD SERVICE WAITING ROOM WAITING ROOM TOILET ROOM WAITING ROOM _SERVICE DWG.REF. M-4 ________ M-4 M-4 M-4 CFM 400 _____._-_ 200 194 1000 QTY 2 1 1 1 MFR. TITU5 ____-__ ------------SA TITUS TITUS TITUS MODEL TMS-AA TMS-AA 23RL ------ 50F SIZE 10" ------------ 8" ------------ 12" ------------- 18" �A x 6" x 16" DAMPER & GRID D-100 DAMPER --------------- D-100 DAMPER-_- ------------ AG-35-AA DAMPER --------------- NO _ FRAME -------------------- FRAME ------_ FRAME ----- FRAME --------------------- TYPE TYPE TYPE ----------------- TYP 3 PANEL MOUNTED 24"x24" FACE ___--__-__. 3 PANEL MOUNTED 2-----x24" FAC 1 SA EA SA _- AE AREA 2175 3 TITUS 301RL 24" x 14" AG-15 DWER EXHAUBTERS (AUTO CENTER) REMARKS SYMBOL SERVICE DWG. REF. TYPE DRIVE CFM EXT. STAT.. FAN PRESSURE RPV ELECTRICAL HP V 0 HZ ACE-D70CCl5DC0. PE-13- TOILET ROOM M-4 CENTRIFUGAL DIRECT 194 WG 1550 1/4-1WATTS 96 120 1 60 _____ PE-14-- ____ SERVICE AREA -M-4 _ CENTRIFUGAL - -BELT ----- 61000 ----------- ----- 3/8" WG 1140 1-1/2 208 3 60 E-B210CBB LOREN COOKSPEECO MOTOR PE-15 COMPRESSOR- -M-4 CENTRIFUGAL - BELT 1�000 3/8" WG 1200 1/6 120 - 160 - LOREN COOK CO. A CG- B/120C2B ROOM ELECTRIC MAKE-UP AIR UNIT (AUTO CENTER) MARK SERVICE DWG. HEATING TEMP. FAN MOTOR MANUFACTURER REF. CAPACITY RISE CFM ESP •R_PSIP. VOLTS MODEL & REMARKS EMAU-1 SERVICE AREA M-4 86 KW 70 6,500 .5" --- 5 480 3 *HASTING SBEM- DEGS. F 115-0-86 JLECTRIC INFRA -RED HEATERS (AUTO CENTER) SYMBOL SERVICE DWG. HEATING REF. CAPACITY EIRH #1 THRU SERVICE AREA M-4 13.5KW E EIRH #4 ELECTRICAL MOUNTING MANUFACTURER V 0 HZ HEIGHT MODEL & NOTES 480 3 60 2 7ffARKEL 3P3513A ELECTRIC RADIANT HEATING PANEL (AUTO CENTER) SYMBOL SERVICE DWG. REF. TYPE SIZE ELECTRICAL STAT. SETTING REMARKS WATTS V 0 HZ RP-6 TOILET ROOM M-4 LAY -IN 2' x 4' 750 120 1 60 65 DEG.F. AZ`TEC ATH-2448 T-STAT SETTING THERMOSTAT OCCUPIEC JUNOCCUPIED I REMARKS SETTING HEAT. I COOL. HEAT. CO VI A 1 70 1 78 I 55 86 70 1 78 T 55 85 ( ( I 70 ( 78 55 85 70 R 78 j SS j 85 1 1 70 ! 78 55 85�= 70 I 78 70 78 70 78 55 85 1 WITIME GUARD ITHERMA FUSER TF-MCI 70 I 78 ( 55 85 W/TIME GUARD 1 HONEYWELL T-7300A 70 i 78 1 55 � 85 1 1 DIFFUSERS, REGISTERS & RETURN AIR GRILLES (GARDEN SHOP) DWG. CFM QTY MFR. MODEL NECK SIZE DAMPER REMARKS SYMBOL REF. & GRID GS-1 M-4 450 5 ACUTHERM TF-HC loll 10 N A THERMAL CONTROL ELEMENTS SET C / DEGREES F HEATING = 70 COOLING=78 DEGREES F W/REMOTE SENSOR ----- -GS-2 _ -- M-4- --- w450 ----- 3 -------- _ ACUTHERM ------ TF-HC ----------- 10" -------- ---_-----------------------------5----- N A THERMAL CONTROL ELEMENTS SET C / F. HEATING = 70 COOLING=78 DEGREES DEGREES W/OrREMOTE_SENSOR---__'-SA-_--- ------- GS-3 __ - - M-4 ___ - - 500 ____ - 6 ________ - ACUTHERM ____- - - TF-D-- ___________ 10" 9) ________ -F N/A W/0 THERMAL CONTROL ELEMENT SA ---- GS-4 M-4 3600 1 --------- TITUS ----- 3F ----------- 48" x 20" ----/--- --------------- N/A RETURN - --- GS-5 _ -_ M-4 --- 3000 ---- 1 --------- TITUS ------- 3F ----------- 36" x 18" -------- --------------------------------------- RA N/A RETURN DIFFUSERS, REGISTERS & RETURN AIR GRILLES (LITTLE CAESAR'S) .DAMPER QTY MFR. MODEL SIZE REMARKS SYMBOL SERVICE DWG. CFM REF. & GRID 11 TITUS TMS-AA 10"0 D-100 FRAME TYPE 3 24" 24" FULL FACE SA K LITTLE CAESAR'S 9-3 400 EATING AREA/STORAGE ----- --- x -L ----- LITTLE-CAESAR'S- ---- M-3 ---- 800 --- 2 ------ TITUS ------- TMS-AA 14119) D-100 TYPE 3 FRAME FULL FACE" SA EATING AREA ----- ---- __ ------------------------- M -- LITTLE CAESAR'S ---- M-3 ---- 1000 --- 6 ------ TITUS ------- PAR -AA 14110 D-100 FRATYPE 3 ME " FULL FACERA WHEN DAMPERS ARE LOCATED INSIDE ROOF CURB PROVIDE SPACE FOR ELECTRICAL CONDUIT.-�� ROOF EXHAUSTER BASE '�- I�■r rs I CV Z II li ROOF I I II it II it . ____--.--ROOF EXHAUSTER CAP BIRD SCREEN BACK DRAFT DAMPERS ROOF CURB AND CURB FLASHING SEE ARCH. ORWG. DUCT ROOF MOUNTED POWER EXHAUSTER, SCALE: NONE REMOTE DISCONNECT SWITCH. INSTALL DISCONNECT SWITCH (SUPPLIED BY ELECTRICAL TRADES) ON TWO 24" LONG UNISTRUTS DRILLED AND BOLTED TO UNIT FRAME ANGLE WHERE POSSIBLE. SILICONE SEAL ALL HOLES IN UNIT. COORDINATE MOUNTING LOCATION WITH A.C. UNIT MANUFACTURER TO AVOID WARRANTY INFRACTIONS. MIRE HOOK-UP BY ELECTRICAL TRADES. ROOF CURB BY ARCHITECTURAL TRADES.---' NOTE: 1. THIS DETAIL IS DIAGRAMATIC ONLY. EXACT UNIT CONFIGURATIONS) MAY VARY 2, MECHANICAL CONTRACTOR SHALL NOTIFY GENERAL CONTRACTOR OF WEIGHT OF EACH A.C. UNIT TO BE USED - AS SOON AS IT BECOMES AVAILABLE. 3, MECHANICAL CONTRACTOR TO NOTIFY ELECTRICAL CONTRACTOR OF AC UNIT MANUFACTURER. DIFFUSERS, REGISTERS & RETURN AIR GRILLES (PHARMACY) SYMBOLS SERVICE DWG.REF. CFfj QTY MFR. MODEL SIZE DAMPER & GRID REMARKS M-3 470 2 TITUS TDC 6" x 18" AG-95 EGL BORDER TYPE PATTERN A2 U PHARMACY ------- -------------------------- ---------------------------__SA_-- S ____ PHARMACY -M_3--__ ---�- --- 470 1 TITUS 50F 22" x 12" NO EGG GRATE TYPE SA IFFUSERS, REGISTERS & RETURN AIR GRILLES (NEW SALES AREA) [Dd_.RE�F.SYMBOLS SERVICECFM DAMPER & GRID REMARKS QTY MF'R. MODEL SIZE A-1 NEW SALES AREA M-2 20Q0 4 TITUS TMRA-AA 18" QI NK YES -------------- ---------------------------------- SA -------- B-1 -----, NEW _____________ SALES AREA ________ M-2 ___ 3000 _-_ 2 -__--__ TITUS ____-__ TMRA--- - ---------- 24" - NK YES SA C-1 ----------- NEW SALES ------ AREA -M-2---- 35oD0 --- 2 ------- TITUS TMR-AA 24" - NK YES _________________________________. SA D-1 NEW SALES AREA -------- M-2 -27P0 --- 1 ------- TITUS ------- TMR-AA _2411 _0---NK ---YES_----- ----------------- ------------ --SA .______.__ ------------------ -2000 11 TITUS 50F 24" x 48" BORDER TYPE 3 RA E-1 NEW SALES AREA M-2 -__ ---------------------------------- --------- ---------------- -- -------- ----- --- 1 ------- `TITUS - 301FL 30" x 16" AG-15 MOUNT FL SA F-1 NEW STOCK AREA M-2 2090 W�BOTTOMTOOFMJOISTEGISTER LEGEND SA SUPPLY AIR ___ RA 1 RETURN AIR --------------------------------------- TA 1 TRANSFER AIR I- EXHAUST _REGISTER ------- --------------- ED 1 EXHAUST DUCT ---------------------------------------- PE 1 POWER EXHAUSTER --------------------------------------- AFF' 1 ABOVE FINISHED FLOOR ------- --------------------------------- BFF I BELOW FINISHED FLOOR ---------------------------------------- NTS 1 NOT TO SCALE ---------------------------------------- RP 1 RADIANT HEAT PANEL --------------------------------------- EF 1 HOOD EXHAUST FAN --------------------------------------- EH 1 ---------------------------------------- EXHAUST HOOD 0 I THERMOSTAT _ ------------------------------- 1 FIRE DAMPER ----------------------------------------- 1 I SPLITTER DAMPER WITH S&QI LOCKING QUADRANT - - - - -► I 1 VOLUME DAMPER RETURN AIR ROOF PITCH_ FULL SIZE PVC SCHEDULE 40 DRAIN PIPE AND TRAP ( MIN. 3" SEAL) . EXTEND DRAIN TO DRIP ON EDGE OF ADJACENT WALKWAY BLOCK. SEE R ARCHITECTURAL DRAWINGS �►_�r FOR EXACT CONFIGURATION. OIST - VERIFY SIZE AND LOCATION TYPICAL A.C. UNIT DETAIL (ELECTRIC) AL' -: NON-. SUPPLY AIR �- CONNECTION ZOOF TOP UNIT JME DAMPER'S 'ICAL ) sc[ PLANS ISOMETRIC FOR DUCT COIJNECTION TO ROOF TOP AIR CONDITIONER K.12 SCALE: NONE RETAINING ANGLES 2'x1-1/2'xl/8' MIN. ALL SIDES (SEE NOTE#2)- NOTE #2 - MANUFACTURED OR FIELD FABRICATED STEEL SLEEVE, 16 GA, MIN. SHEET METAL CONCRETE OR MASONARY CONSTRUCTION CLEARANCE 1/8' PER LINEAR FOOT BOTH DIMENSIONS, FILL WITH APPROVED, UL LISTED FIRE BARRIER. /. / MIN. UL LABELED FIRE DAMPER SECURE T SLEEVE PLAIN 'S' SLIP t- w DUCT NOTE #1 1 �. WRAPPED SHEET METAL DUCT SECURE R TAININ ANGLES TO \\ SLEEVE W/#10 DUCT WRAP W/VAPOR STEEL SCREWS BARRIER (TYP.) 28' O.C. ---f 6' MAX. EACH CLOSURE TAPE (TYP,) SIDE FIRE RESISTIVE MATERIAL (TYP.) METAL STUD CONSTRUCTION FIRE DAMPER INSTALLATION DETAIL N.T,S. NOTES( L PROVIDE ACCESS DOOR AND LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS, DUCT WIDTH DOOR SIZE 'THRU19'r 6,x12, 19' THRU 36' 12' x 18' 37' AND ABOVE 10, x 1B' 2. RETAINING ANGLES SHALL LAP STRUCTURAL OPENING V MIN. AND COVER CORNERS OF OPENINGS. ANGLES MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL ATTACH TO SLEEVE. 3. ALL ATTACHMENTS PER MANUFACTURERS APPROVED INSTALLATION INSTRUCTION, 4 VERTICAL POSITION SHOWN, HORIZONTAL 1NSTLLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL. + NOTE( THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL,, PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT, MANY DEVICE AND EQUIPMENT LOCATIONS ARE - FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES DESIGN CONTAINED(FY THAT, KNOWLEDGE, THE HEREIN COMPLIES WITH ALL CODES. REVISION DATE Jul I I N LPROFESSIONALS, 5190 WEST HIGHWAY 40. OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-070 N O ADDITION A N D R E M O D E L L I N.G TO a K MART STORE N O7228. SANFORD. FLORIDA -1 best, griner and assoeiat®s date engineers, inc. drawn IL-1-I designed 1628 first avenue north st. petersburg, florida 33713 revised (813)-822-2335 fax (813)-821-3361 G -� job no. crj JOB NUMBER 901144 DRAWN BY DATE -k� SHEET NUMBER 1 OF SHEETS IIII' a n DEMOLITION NOTES (D ABANDON EXISTING HOT, COLD OR CIRCULATING PIPING. REFER TO DRAWINGS. ( ABANDON EXISTING HOT AND COLD WATER PIPING BELOW FLOOR. CAP HOT AND COLD WATER LINES FLUSH WITH FINISHED FLOOR. REMOVE STRAINER FROM EXISTING FLOOR DRAIN AND PLUG DRAIN `-� FLUSH WITH FINISHED FLOOR. (D REMOVE EXISTING DOWNSPOUT. PLUG FLUSH WITH FINISHED FLOOR. 0 REMOVE OR ABANDON EXISTING SANITARY AND STORM LINES BELOW FLOOR. 0 REMOVE EXISTING PLUMBING FIXTURES FROM PRESENT AUTO SERVICE AREA. PLUG AND CAP CONCEALED EXISTING WASTE AND SUPPLY PIPING. 0 EXISTING AIR COMPRESSOR TO BE RELOCATED TO NEW AUTO SERVICE AREA. REFER TO DRAWINGS FOR NEW LOCATION. 9 REMOVE ALL EXISTING COMPRESSED AIR AND OIL PIPING AND OUTLETS FROM PRESENT AUTO SERVICE AREA. 10 EXISTING INTERCEPTOR TO BE REMOVED BY OTHERS. 11 EXISTING SAND AND MUD TRAP TO BE REMOVED BY OTHERS. 12 OUTLETS AT BOTTOM OF TRENCH DRAIN TO BE PLUGGED FLUSH WITH FINISHED FLOOR. EXISTING TRENCH DRAIN GRATE TO BE REMOVED. 13 REMOVE OR ABANDON EXISTING HOT AND COLD WATER PIPING AND FD AT COLUMN 6/B AND CAP. REFER TO DRAWINGS. 1� REMOVE EXISTING LAVATORY AND PLUG WASTE AND SUPPLY LINES CONCEALED. 15 REMOVE EXISTING SINK AND PLUG WASTE AND SUPPLY LINES CONCEALED. R NOTE+ THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL; ELECTRICAL, PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT, MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. L' N OVERALL DEMOLITION PLAN - PLUMBING- 1/ 16" = I,o' NO. REVISION DATE FLORIDA DESIGN PROFESSIONALS, I N C 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKF COUNTY 9041728-1100 T 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 _ ADDITION AND REMODELLING TO ry K MART STORE NO 7228 00 SANFORD, FLORIDA beet, griner and assoolates engineers, ino. 1628 first avenue north at. petersburg, florida 33713 (013)-t322-2336 duto.,.. drumn designod j9-21 ail r-I I`� L �K_ - - reviseo d fax (013)-531-3301 job t►�.� `I00 ,ICIFI NIIME1Fft UO 114 4 I)I?A4lN IIY IlA I I lif f I IIIIMIII I� Ilj p-1 ►l � � I III � � ; - NOTEi 4 THIS DRAWING; MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL„ STRUCTURAL, 'ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND ;EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING; DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. MASONRY WALL — 3/4" SUPPLY PIPE � OF HOSE REEL EL. 8'-1" AFF - OVERALL BUILDING PLAN- PLUMBING 1,16" = 1,0" RISER BASE CONNECTION TO WATER LINE MUST BE BELOW REEL HUB 3/4" HOSE END DRAIN VALVE STANDARD GARDEN HOSE SUPPLIED BY OTHERS. ' SECTION AT HOSE REEL MOUNTING & CONNECTION DETAIL SCA6 LE: NONE s' i �� ;Ja--ram w j�►�t� � l-ri �� -� i �: ►t\1CREASE� i s' ates date drawn designed L3 revised job no. JOB NUMBER 901144 DRAWN BY SMC DATE 4 SEPi 91'I` SHEET NUMBER- P---2 OF SHEETS ! ,' a n _ q ROOF ROOF SALES 1"C.W. LINE ABOVE SALES AREA CEILING. FOR CONTINUATION, SEE WORKING DRAWINGS. i SUMP & PUMP UNIT. MOUNT ON PHARMACY FLOOR. SEE DETAIL ON THIS SHEET. WH-3 MOUNTED ON INSULATE[ BACK. INSULATE ALL PIPING. - 1-1 /4" PUMP DISCHARGE, 2" VENT (UP TO 3" V.T.R) & 1 /2" C.W. LINE IN PIPE CHASE. u 1-1/4- PUMP DISCHARGE ABC CEILING.. AS HIGH AS POSSIBI 1-1 /4" PUMP DISCHARGE. R _TO LITTLE CEASARS AREA AND CONNECT TO VENT LINE. CONNECTION SHALL BE PER CODE. SECURITY CEILING (BY OTHERS). ICJ �. - ►�. 1 2^ SECTION — 3 SCALE: 1 /4" = 1 '0" PHARMACY FLOOR PLAN -PLUMBING SCALE: 1 /4" = 1 '0" 11/4' PUMP DISCHARGE UP IN V14PIPE CHASE. FOR CONTINUATION SEE FLOOR PLAN ON THIS SHEET. 2" VENT UP ON PIPE CHASE. FOR CONTINUATION SEE FLOOR PLAN ON P-1 SHEET. 2" C.W. DOWN IN PIPE CI IASE . �ox FOR CONTINUATION SEE PLAN ON ''I THIS SHEET. EXILNO PUMP DISCHARGE AND ; V[.NI FROM SUMP THRU WALL AND T SINK UNIT FURNISHED AND INS[ALLED UP TO ABOVE SALES AREA ;; BY OTHERS. FINAL CONNECTION BY CEILING. FOR CONTINUATION °' PLUMBING CONTRACTOR. SEE MAIN FLOOR PLAN.--\ ie i SUMP Fj PUMP UN T. MOON[ ON PHARMACY FLOOR.— WATER NEATER (WH-2) FURNISHED AND L, _ INSTALLED BY PLUMBING CONTRACIOR. 'PHARMACY FINISHED FLOOR— (UNIT COMPLETE WITH FAUCET.) I,, SEE DETAIL ON THIS SHEET. y CONTRACTOR SHALL PROVIDE A SALES AREA FINISIIEU FLOOR SHUT—OFF VALVE AND NECESSARY l) EQUIPMENT, AS REOUIREU, FOR W11--2. Tfix _ 3 SECTION �_3 SCALE �2" =1 ' —011 NOTEi THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,,,, STRUCTURAL ELECTRICAL„, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS, THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. S I NK --� COLD & HOT ISOMETRIC - TOILET ROOMS EXTERIOR WALL OF PHARMACY. �" C.N. FOR CONTINUAT[ON SEE PLAN ON THIS SHEET. " SHUT—OFF VALVE. ' UN ION WH-2. COMPLETE WITH FAUCET, PIPING, STRAINER AND 3 FEET POKIER CURD. GRAIN DETAIL OF WATER HEATER (WH-2) SCALE: NONE 5X 1-A\l —)a \I —A I—, 1-1% L" T<'— IAnr- - 0°ENT_Nk & T � —T'7.—; :ml- — C DETAIL. OF SUMP PUMP 3-_A'-= NON` f SANITARY WASTE VENT ISOMETRIC TOILET ROOMS NO SCALE TOILETROOMS SCALE: 1/4" = 1'0" T T/ r IA � � ( u I 17 i 1211 q�l l F f GO LJG— IA Ali FLORIDA DESIGN PROFESSIONALS o INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO a 7228 SANFORD, FLORIDA best, griper and associates date engineers, inc. drawn I! I'p:�> 1628 first avenue north designed I:ZJK st. petersburg, florida 33713 (813)-822-2335 revised fax (813)-821-3361 job no. KEY JOB NUMBER 44 ' NORTH 1 DRAWN BY 111�1 PSBR. DATE 3I 17 SEPT 91 l SHEET NUMBER P— (k 111'i OF SHEETS �I DOMESTIC WATER HEATERS ELECTRICAL DWG. STORAGE [KWJV -------- - FINAL TEMP. RECOVERY I MFGR. & SYMBOL SERVICE REF. TYPE CAPACITY 1 0 1-HZ' TEMP. RISE GPH MODEL NO. WH-2 LITTLE CAESARS P-4 COMMERCIAL 80 GAL. 18 1 2081-3 1 60 140 F. 1 70 F. 1 105 SEE LETTER ------------------ WH-3 (PHARMACY I P-3 OF 11/2 I GAL. 1 -------------------1- F. F. • 8------ _OF -INTENT ------ ---- ------------------------------ USENT 11.3 1120I 160 1110 160 I WH4 (SERVICE AREA I P-5 --- ----------------- IRESIDENTIALI 30 GAL, - 14.5 1208I 1 1 60 1110 --- F. ----- 1100 F. --- 118 SEE LETTER I OF INTENT PLUMBING FIXTURE SCHEDULE FIXTURE TRAP VENT CW HW REMARKS ss SERVICE SINK F311 2" 3/4" 3/4" ** FD-1 - ---------------- FLOOR DRAIN 3" I --- I --- I --- IGENERAL DRAIN -------------------- FLOOR SINK 14" ( --- I --- I --- IOPEN SIGHT DRAIN* FS-2 --------------- FLOOR SINK ------------------------------------------------------------------- 4" ( -- i --- I --- (OPEN SIGHT DRAIN* FOB MACHINE 11 1/2"1 --- 1 1/2" 1 HAND SINK #1 - 1 1 1/2"1 1 1/2"1 1/2" --(** 1 1/2" --_---- ICOUNTER TOP** HAND SINK #2 1 1 1/2"1 1 1/2"1 1/2" 1 1/2" IWALL MOUNTED** COFFEE MAKER 1 1 1/2"1 ------------- --- 1 1/2" - --- 1 - ---------------- 1** DRINK UNIT -1-1 -------------- 1/2" -------------------------------------------- --- I/" 1 2 1 --- -------------- 1** 3 COMPARTMENT SINK I --- I I3/411 I PASTA HOLDING -------------_ ** UNIT 11 1/2" I--- I--- I 1/211 I HOT WATER ---------------- ** WARMER ------------------------------------------------------------------- I 1 1/2"1 --- I --- ( 1/2" RWDW 1 1 1/2111 --- 1 1/2" 1--- 1** *TOP OF' FIXTURE SHALL BE FLUSH WITH FINISHED FLOOR. **PROVIDED BY K-MART AND INSTALLED BY MECHANICAL CONTRACTOR. LEGEND _SAN--r- SANWASTE, DRAIN &SEWER A;1= _ -1 -------------------------------------------- _-_ V _ I VENT AFT -- ---I--V-_I_VENT-BFF------------------ - - I_CW ( COLD WATER -- ( HW I HOT WATER r-------------------------------------------- I_ FD I FLOORDRAIN_______________ ® I ------------------------------------ -- FS I - - FLOOR SINK I FLOOR CLEAN OUT ---------------- - ----------- WCO I WALL CLEAN OUT r__________________________________________ VTR ------------------------------------------- I VENT THROUGH ROOF AFF I ABOVE FINISHED FLOOR r__________________________________________ BFF I BELOW FINISHED FLOOR ------------------------------------------- NTS------- --------------------------- CI 1 -NOT -TO -SCALE ---------- CAST IRON THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT, MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL. ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE CONTAINED HEREIN COMPLIES WITH ALL CODES. G W At?ov E G L G FUr� G�rJT N SEE SHEET P-2 Dr -OP V2" HW DOWN IrJALL AND PUN 13CLV" FINISI-►ED rLOOK TO PIvSiA HOLPit J6 UNIT D201? X2" (,IrJ rvrrJN I.IALL AND RUN BCL011,_-1 I"INI `SI_1C:V FLG'Cp, TO R W DI,J PASTA HOLDIN4 P,VAI/ G FC IN E If CUF�CE r►AIGIrR �� 2�' CW �Ir�J< DRINK UNIT 1 / 1�2,1 CW LA R ROt.I ATOK C DROP %2" I -I" DCr.}N kJAu_ RUN UNDER COUNTEf-� 61 Arr r A I,J HOT WArEr4 lJAp,N1C�: SERV►GE �SInJk 3/1" DRNN GW ABOVr; GFILIN!�, roR TI-IREE (.QNTIhIUI\TK.-)11, SEE FLUOR 60r1P/akTrICN T PI..<�r�J ON �E-IEt~T �-Z SINK ISOMETRIC OF LITTLE CAESAR'S DOMESTIC" WATER N.T.S. TRAP I r VENT LILAC TO G IZEAbE TRAP �'C TRAP klY O i HEK?S) % u" TO SAI'J SI: V JL R `elc o 11. N. 4. / / / 101, Kr� � ��_� 2'I ALJrJL, SAcDE gar C.L!riTER � F�-2 SEr�vIN-., RWr�IrJ 3'� •,,. "`� 1 2 I „ NAND SINK2 / HAND qu 1 ' FS-2 �j •, 3 �5- I I FS-2 9" VTIZ 15160 c 411 3 comp SINK Nil FRoi'I PUt-1p / q"� D I sG F i/�r�L.E Gor�lT N F L - SEC SHEET P-2 2" v exrr i P IN WNLL — a ]SOMETRIC OF LITTLE CDAESAR'S SANITARY --SEWER-, NO. I REVISION 1�q" HW UP FROt-I kArER 1-IC:�TErZ (I,.JH-2� THERMDI-'IETER ; �JE�L DI ELEZ_TplC I.Jt�JIC%r i , (TYPir_Ar..) T4 P EA>~ ET'>' Rr_LIEf- VALE/ C " WATTS IW% L' 4' VTP, I 2" 2" VENT up � O N, - Q" / . I. SAN ITARY �\ P � k EL . vA DI Gc I-IAI qI� @ W H -2. FD-ICI if � I 4' _WIC o I �(2VILE SIhJK q!' I� r U 0 II it II I II it I I y2, HI.J UP T`I.12U FINISHED I I GLOO T'O SERVE HOLtDINr., U JIT i RUN 1%92 SANITARY WNC- I I AL ON(, f�A�>a JG C��11 raTEK I TO FS-2 SE2vINL, 2WDW—_` II II I/7' GW UP TI-IRU Flr:Jlbi,-,Cr,) II :I.�� ADJA�CNT To F -2 FOR RI,JDW I I , Hs GW DOWN WA1-L TU SEF2V6_ HAND twK. 112 - I �2 (_w IXOwt-J WALL TO xQvE HAtJD SINK -rI I AND GOr-FEE rIp keR %ZY I-IW DOWN kJALL 1-0 1 SE�VF HAND SIt�JJ: ----� C W FZJ J t-I ,JAL 1- TO %ERvE GAR NAT012 AND DRINK JQi-r/ ICE r-IA<5Q 4" PVC. PIPE I N ST/�,LLf D T�f PI CC,L Fop, Two(2)_ i 1 Y2" HW GOWN W ALL l I \\ AMID OvErZ TO HOT I WATER WARMER II ii II I1 II F�-2 II I V u i I R- If� I I F/co II II _ 3/4' G, s HW Doww TO 0 I 5- CO('IPAfz-rf-I1=NT SInJk - %2` CW ) I\EovE CEILING,• For, CONT'N SEE FLCOR PLAN ON Si-IEG� r'-'L pp - I/q PUMP DISCHArLa€ A6V �N (EII,INJ41 r0R ANT N SEE 7 rt-ook PLAN C:'N1 SI-iCk.r P-I = I 2" \/ UP TO �m\� 3" VTR C1) UI II II II II ' II II II 11 i — W Lc)(_ 1,J/ EC7LJtf- I) 11 I) l " 10 TA I-#c LJ NJ, IT. ' I _ .9 - i ICI C rJ 1 t • I.9IhJ FIJQRF,'Ir I ly Llt�:t✓s s r LCX'G: I rU h.W UIrJ II I I I 0I0 I --- In /U-r F'Vi III /\.r"F 1..`12t' : �I 3 -� 3'-p (I �•, �� II'I I"--Q I -lz' Lr.l GtJ►J ry fry<<1. I Fc b n� Ep.-- - rN N r� r I T c er I ob-f1� F' 2 — - ---- -I PIPINl, Ar�C7 AD DITIC �•�l�t_ I I UGAt, irC IJ (,�,. a r{✓�, 1 � � INTCRLC.'l_ K`��INTEi�CUh.�rJ BY CLEC TrllLi\L TRADE'_, 1 pi CJP 1 FAc;f !C' NN F�-t i %,I r- r i X , �i U - DI �� HArtcr� 1 =S- I 1 � - - _� _ ) IN �JALL., OFF FT 1A I 'Mjti L L 3/1" C 0 HkJ DC6J Q To SCRVIGE SINlr ✓ HATr~R HEATEr (I,JH-2) SET GhJ FLO✓K SFE I{,01"IE1k41(_ THIS 'EDHrrCT POP, PI PINL, AFZ2P.NUE1-IF_NT. KJT rU a Vrk Lr'fJn ; Fkor-I F XTE P IOL� r,11 \LI_. ot 2' /Y41 1 't - 9'4n - I. - 2'/ r / II LITTLE CAESAR'S FLOOR PLAN PLUMBING, SCALE:1/4-°=1'w0' NOTE 1. CONTRACTOR SHALL VERIFY LOCATION OF ALL EQUIPMENT BEFORE STARTING HISS WORK, 2. SEE SPECIFICATIONS AND EQUIPMENT SUPPLIER DRAWINGS FOR, ADDITIONAL REQUIREMENTS. 3. SEE ISOMETRIC DETAILS, ON THIS SHEET, FOR SIZES ETC. OF SANITARY AND DOMESTIC WATER. 4. PROVIDE SHUT-OFF VALVE AT EACH BRANCH TAKE-OFF/OR AT EQUIPMENT SERVED, WHICHEVER IS MORE ACCESSIBLE. DATE FL OR I DA DES I GN PROFESS I ON A L S. I N C 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19, ORLANDO. FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO7228 I SANFORD. FLORIDA best, Griner and associates date 9 - 2"7 `,11 ; engineers, Inc. drawn R J 1,.l 1628 first avenue north designed JV st. petersburg, florida 33713 revised 9 (813)-822-2335 fax (813)-821-3361 job no.Will i JOB NUMBER 901144' DRAWN BY I DATE SHEET NUMBER OF SHEET: PLUMBING FIXTURE SCHEDULE (AUTO CENTER) FIXTURE TRAP VENT CW HW REMARKS WC-1 4" 2" 1/2" -- FLOOR MOUNTED --WATER CLOSET - - UR-1 -------------------------------------------------------------- 2" 1 1/2" 1" -- WALL HUNG URINAL I I I I I LAV-2 1 1/2" 1 1/2" 1/2" 1/2" WALL HUNG LAVATORY I I I I SS 3" 2" 3/4" WALL MOUNTED SERVICE SINK -------------------------------------------------------------------------------- I I I113/4 I I EWC ELECTRIC 1 1/4" 1 1/4" 1/2" -- WALI; MOUNTED WATER COOLER I I I I I HANDICAPPED FD-1 3" GENERAL DRAIN DRAIN I I I I I --FLOOR 3„ - SEE LETTER OF INTENT TRENCH DRAIN I I I I I __________________________________________________ 1/2" _______--_____-_-_____________ SEE LETTER OF INTENT EYEWASH -------------------------------------------------------------------------------- I I I I I WH _ -- SEE LETTER OF INTENT WALL HYDRANT I I 13/411 I I -- SEE LETTER OF INTENT HOSE BIBBS -------------------------------------------------------------------------------- I I 13/4" I I _ 3/4" SEE LETTER OF INTENT MIXING FAUCET I I I113/4 I I 3" VENT SYSTEM 6" C.I. OUTLET TO SANITARY SEWER ---�� 6"x5 x3" TEE - —COVER BY ARCH. TRADES �3" VENT FOR CON I•INUATION SEE SHEET P-I. DEfAIL OF OILINTERCEPTOR-,scnLr: xoue 3„ V 3" VENT FOR 6" C.I. CONTINUATION SEE OUTLET FLOOR PLAN THIS SHEET ,,L^^ W I cV Z 6" C.I. TEE i -.-. 4" INLET FROM C wITCLEAN TIRE SHOP FOR OUT PLUG u, CONTINUATION SEE SHEET M-l. #50 MESH - FILTER SCREEN --/LA A , .'. a UD 6" 2' —211 6' STRUCTURE BY ARCH. TRADES DETAIL OF SAND & MUD TRAP SCALE: NONE I"IA7ERIAt_ SPf:(,IFICATIO�J NC�TE'�' UNIONS b 5E_ItV I CE_ _ _SIZE_ PIPE, E I jI I NGS _ - . FLANGES JOINTS LOMPRESEU AIR 2' AND BLACK STEEL LACK DARfi—TTm1ADEU -* INSIDE BUILDING SMALLER SCHEDULE 40 ELLEABLE 00032 (RI'LUN GRADE) 'IRON UNIONS 5CREINED ASA B 16.A LOMPRESSEI) Alit 2' AND GALVANIZED BLACK THREADED' INSIDE BUILDING SMALLER SCHEDULE AU MALLEABLE ( ABOVE GRADE) ASIM 120 IRON SCRE"IEU ASA B. 16.3 >< UNUERGRUUN_U AIR PIPING PROTECTION . P I Pr_ SI IAI.L BE 11111000l ILY CLEANED IN 5 TR I C1.3 ACCURUANCE N I III MAttUFACTUIZER'5 INSIRUCIIONS BEFORE TAPE APPLIED, TAPE. SHALL BP I'f111s"A ff: KN5I I IVE, ADHESIVE BACKEO; . POLYVINYL CHLORIOE Oft POLYETHYLENE AND SHALL BE APPLIED IN STRICT ACCORDANCE KITH MANUFAC1URER'S' I hIS I RUC I UN5 . 5 T RA I L•1 I T PIPE SHALL BE SP I RALLY PRRAPPED WITH .201, T I I I CK IAPE. OVI-PLAP ON SUCCESSIVE NRAPPER SHALL BE A MINIMUM OE ONE- IIAI F IIIE NIDtII OF TIIE TAPE. MELOEb JOINTS SHALL BE COVERED WITH ONE VIIIAP OF TAPE PRIOR TO SPIRAL NRAPPING, [AP[ riRAP S,IIAI-L BE B.F. GOODRICH CO. ►"KOROSEAL", MINNESOTA MIMING A MFR. CO. Olt 'SCOICII-WRAP'. I J BI-I'_13I1I LUIUN-NOIES IIIF AUTO SERVICE AREA AND RELAiEO SPACES SHALL BE TOTALLY SPAMLED. COVERAGE 1()I1 ALL AREAS SHALL BE ,4'6.P1`M, FOR REMOTEST 2000 SO. FT, A I R �vr1PR� �`30� I`ELOLA1 EFl— WH-1 2° Gvj FO2 GpN13 N S EE `:a I-1 e c T P-2 M I%' ��' \/ -ro N q" wriz �W c, i A �� i 3/q" c01"IPRES�EC� N-• CONTN SCE F I�0O1Z Pt-i%t,J r�d IA _SCALE: 1/4':1'-0' COMPRESSOR/TOILET RM'S FLOOR PLAN PLUMBING B P 5 � 2 wc- IA Et•IG I_AV- IA WATER ISOMETRIC - COMPRESSOR/TOILET ROOMS NO SCALE S5-I �. 2„ i i j a FGo � Fc I U /I\ �Flcc i 3" IY4' UR—I wG it LAV- A 2" z /,q Z2�I ql, (Y/CO (p" FROwi Olt. �`,� IIJTERGEPTOR Lo►�,1'1'N 3Y 4it SI-rc CoQ-r,rc-� SANITARY ISOMETRIC -- COMPRESS R/TOILET ROOMS NO SCALE -- AUTO �SE-RVICE FLOOR PLAN -� PLUMBING PA5 SCALE.1/4 =1'- 0 P CW 2" CW , 1 �Z- Crl , 1 ' HW SEE PLAN THIS SHEET SHUT OFF VALVES THERMOMETER & WELL DIELECTRIC UNIONS ;TYP.) ELECTRIC WATER HEATER (W�j-A) MOUNT ON FLOOR T & P SAFETY REL I Er VALVE 'WATTS NO. 100XL" l FULL SIZE OVERFLOW TERMINATE OVER SERVIZ'E SINK V1IATER HEATER DETAIL !NH-4 SCALE: NONE SPLC I F I CA I I ON NOIES: 1. ALL NOriK SHALT_ BE COMPLETED IN ACCOROANCIIE Y11111 KMAIlf STANDARD CRITERIA SPECIFICATION5 (AS APPLICABLE). 2. PERFORM ALL flORK REQUIRED TO PUT ALL SYSTEMS 11101CATEU IN FULL OPERATING CONDITION SUBJECT TU FINAL APPROVAL OF KMART CORPORATION, 3. COMPIY NITII ALL CODES AND REGULATIONS APPLICABLE . NOTE• To fills NUItK . N O• REVISION DATE � FLORIDA DESIGN PROFESSIONALS, INC THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 STRUCTURAL,, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS, ADDITION AND REMODELLING T 0 THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON K M A R T S T 0 R E N 0 7 2 2 e THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. I� SANFORD, FLORIDA -100 'rH I `. `Y ' W'j, .n ''mill PN Ot•.J T R ' 7-HIrj ,�rIT) i �%W L,IZ1`.DF , best, griper and associate date �► -Z� �� I engineers, Inc. drawn Rik] 1628 first avenue north designed RJ K st. petersburg, florida 33713 (813)-822-2335 revised ; fax (813)-821-3361 job no. 906,62 ; JOB NUMBER 901144 A DRAWN BY I DATE SHEET NUMBER �I OF SHEETS 1 WATERFLOW INDICATOR (2 NOTEi EOL JI NOTE: SEE SPECIFICATIONS FOR MODEL No. 5. aoo ` I,II illl I , I ------------ a a--------JIIL--------�IIL--------� I �--- ____ --_= 0 l� � I I I li I ' I� GROUND I , I , I I; I I L------LINE 1------+�, FROM 120 VOLT '---------�—— CIRCUIT. SCHEMATIC WIRING DIAGRAM AUTOMATIC SPRINKLE R SYSTEM ANNONCIATOR SCALE: NONE THIS DRAWINGi MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,, STRUCTURAL, ' ELECTRICAL,, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND !I EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING; DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. ` };j-i i'.,Tj` EXTENDED 74RU EXTRiCR FALL DRIP HALL I I a _ iL_ . ._ .I!_ .•11� � I AALL PrJ':�T INDICATOR VALdE - - - =-:i3 I AITH 'H-INOLE EXTENDED iNRU ' ,OL EXTEFICR NAZI_ cam: VAI_IE OOR � ICI I I � 3' SpRflIKLEF .ERvICE !d[Fli 1;M. L -RDINA`_ 71NNE:' ON 'U 'C 7 I„G :�c=_I�c ,917ri OWNE'.. _--AN _:ME - �E MINIMAL. ELEVATION OF SPRINKLER SERVICE & RISER DETAIL Yt(U%�J L' :- __.t UWIt`.Y.' J-I"Z)UICr 'I-Z_ UI+v--,My+n__:.rl. r=`'r (5) COD_ S OF c PPROVED DRyW:NGS AND SHALL BE RETURNED TO THE CONTRACTOr AND THESE SHALL TIC TURN TO BE SUBM_l_TTED TO ANC' NECESSARY STATE OR LOCAL OFFTCIALS FOR ' APPROVAL . COi•,TRACTOP. SHALL THEN SUBMIT THE FIVE (5) APPRO': ED DRAWINGS AND CAIJCI:LATIONS TO THE ARCM-TECT—ENGINEER FOR APPROVAla. I ll i 3Al_LH�T a 0 BALLAST A, y - q K C i 0 CKT."B'-1 r (TANDE.Y 96"J OPEN STRIP SL:ML:NE FLUORESCENT FIXTURE (TYPE "A') 111TH FOUR 96" LAMPS AND TWO TWIN LAUD BALLASTS. BALLAST 'A' CONNECTED 70 CIRCUIT aA' SHALL SERVE TWC LAMPS ON ONE SIDE OF =IXTURE. BALLAST L AMPc 'B' ON CIRCUIT 'B' SHALL SERVE „ ,iB LAMPSA' 2-96" 2-96" THE OTHER T110 TANDEM LAMPS. - 1 SALESROOM FIXTURE E-J a72'- 4 CIRCUITING DETAIL -- _ 321'- a" ao' s NOT TO SCALE " 1 10'- a " A. THE CONTINUOUS ROWS OF TANOEY FIXTURES SHALL BE CIRCUITED SUCH ' $ T to tt THAT ALL BALLASTS WHICH SERVE RIGHT HAND LAMPS OF A PARTICULAR o.2 o.s o.$ Q 3 a 6 ROW BE ON THE SAME CIRCUIT AND LEFT HAND LAMPS 6E ON ANOTHER. PROVIDE TWO BALLASTS AT ENO FIXTURES THAT ARE NOT TANDEU TO MAINTAIN DOUBLE CIRCUITING INDICATED. 50'- 8" 1 9'- 8" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 0" 40'- 8" THE PURPOSE OF THIS SYSTEm IS TO PROVIDE THE SALES ROOM WITH A • -- -- - PANEL SWITCHED LIGHTING SYSTEM AHICH OFFERS A VARIETY OF LIGHTING LEVELS FOR ENERGY CONSERVATION AND ECCNCI►IY. 'i B ONE CIRCUIT IN EACH ROW OF =IXTURES IS CONNECTED TO THE TIME -- SiYITCH CONTROLLED PORTION OF ?HE 5PL:T BIDS LIGHTING PANEL WHICH PLACES 507, OF THE SALES R00M LIGHTING ON AUTOMATIC �XISTII`IGt T�f IG� CONTROL. GUN[ IFGT TC riEw- t.I: Af�E<� EXISTI� GIFGUIT �Xf >" LI�N'r5 'fd MAltti UNLJ= NOTE _ ExIsTINU �Irl�ul-r_ NEI� PEFI1-TUK�1�- �EMUL151-I r7 uhtlf5s NDT<;!� E T " PROVIDE PLUG-IN PLUS :7ATURE -OR CONTINUOUS RON ENERGIZING. _ _ N SEE DETAIL # 2/E-I. �r IyEi�l K5t1IO Aoi-:v rFYI F H R "cA E12 HG--6 - l ► ;;XITINGGAF'ETERI� '„ x1 ''�IGZu -rc E �Er'►ot-I�HFD At i© v NSW r- \- T } g ` CONNECTORS O1 \S Gor1VEf�'r�r� ->'0 STC�KFCCOM. �_ k, 1 i' r'1Q�/� �XIS'IINGa FIX'ri�u ; oer;I ' n G rn N_ �f O O 1Y. G ,1 I F6-rA .- L N G l.�! EFrcTU>ZE�PUG-? N ,ONNECTORS, POLHR i ZED, -7CD Frx-rU r< E I !„ �, s `� ^� `� ;� ,J CCK-OGETHER NYLON WITS =ULL N R�t.pG�i>; F(�Or'I v e, '`!i v z s ' 2 CIRC'JI T CAPABILITY ;NIGHT I IGHT PEIvtU�Ist-il;� :t J- Wi�,2_ j- I-IG-2, 0 H '-.P�Ji.Tc SMALL BE WIRE? AUTD GENTEK I 7 � 1%IrfrG JEPARA-_L•� ''/IA CONDUIT c ' ��` - -- -- , ANC 'WIRE 0 0 I T T IL,► o i I I i Ul/_+l r O O D lyEll W �. i3KKR.14 BRK��Ih �Il�r W&I -ra 00 0 0 x fN Ld'N B '` �xI R LOGPTEp 1 �I N A 7 i I FIB -I!, I-1 � � _ r I _ n t-I GI/d G��;iTt-�a tET �3 �a ►� Ii -�I t_ S Nv-i _ S I +I '..' '-^ EX` .T_. .�.; -4- t5_ I S --- --1 -- �_4-+ -- TNL SB-12 tg ►� ° laYAAUt �NTfK F-AN 2 PLUG-IN CONNECTOR 39'-0" VERIFY T NOT 70 SCALE t N I I RED..) N W n.-r E x. L 14 l-I-r IIv L, I I I I i s x T_ T_0 c T I +-�- - � f i % 4 I I� z I I 1 THIS DETAIL APPLIES ONLY IINOTE: f,EW .,FLE5 AREA IGtJtTlrila FIi�TU(�C 'f"YO� -MNi'1 ------.- I _.__-_ --_--- Ti�PF_ U"I-rs• :� pt~TA1I.-5-0i/EI ANP-*2./EI l TO STORES RECEIVING A + i 'y1- DIsCo�N1"�T Fl�nr1 cIK i-10-C' -- • ID NEW SPLIT BUS PANEL. I T+ �- RUW NEt-J 61 HB- 1� -ry II _ ' -- - -- r � EX PANEL - GOhJW1✓1-1 O L 1 Z �Ot,is O� EX15TIrIG ► FIXT"URI:S 70 G E REI°'I VEt`/ EXI STIP•1G, L 7r�ti r Ol. 1*JEL FZ�SSI N� rfOG'P�I P N i _ c I I G�J--�. , � Ir _ p t5J �1 , � �J - I FF�'0►-''I v'ErAc'tUl-IErf- a T �, I I s l I„ I t s 1 ' �, ► - I I I � 1 I I U•.JA L L. %.-/� r�{ t- I EG'r os 1 _ I I " I4,- 0 ,1 L L G 1 1 I I I I I 1 -i- -f- I iz�l�GA'r>: EXI'1" �I yt ITs XJ s IL -ES EA rIA-I --re GARVEN WcP EXI�Tjt EXT�RIbF< fi ' �cU-rt-•{ WALL -ro BE 1 I / I VEKI FY IOl,A TIGrI II"i FI F 1,v lF 0 , - - _ It It ii .� 1 ~ 1 I ' } ~ Z E:XI--rINla PGLES 4 LI/�N r` -rG S I i t5) 5 1 GE REMv=rE r At`I U s tl r�'E:G A� G�IR EGTEt7 ' , T��IGAL� C�fsTIN� i ' ' :r FIX LtRES qKE fZE�tUI EP AUX. FArT .IUI IT re I ' GDN Tt r`I L) � ISTING-I W I r� I NGI TG ' i FDf< r`XI5✓`r 1 NG� SALES Al`�'I?-A AN Atli fo Frl; K IAA NIN IGKTN �o�E Lllac-tfS. ' ' '`j` -} -� -� Gd1trI GTEtV -ro e_Xi✓TIN GI�GUITr�'T'H REMAIN UrtL�55 ryDrE �- ; �rrP1u�L I la r I i I G-nNl'iEG 5 �r1IS of Ntrll �r7c.TURES �NALL r'IATGr- EXISTING ANI� �(I�TiNG-t �(��1�Ir{G� , ' I�-o ib-� Id-c I ' ' ', I I I I FIXTV Ta E1�I�fIN/aGIFZGUI"f5 LNALL E IIyGrL Gti�J I-re!P A5 PEK`' 5k15TlN4-. Rf% SATE 7 T FIXTJ DES ' ' CIRCUITS (�X� �I C'a -13 �, IO, � 1-2 (NEW � EX. LT(�.� ' Q ' - -- - -- -- - - i I%X 15TI NG AUTGG 1=H-M K TG'rAL, 3, 2 V_ EACH rd �E U�MQt.�NE�-� i i _► ' �� ,'re Ne-W AUTD ENTER 1-- _------ -- - - - -_ - N o Ib -r0 I- {7 MOLI .HE _..------ ► I 1 0- �( , s x _ t51 Is► Sri c c I , lZ L I t I + �xlSTIN� SIX ru�S I -'TaE I� I�Idvl%t� A-1 I I I I + I � � +�.� • L-- jJ�t-J �ALC� �\� FA I 1 �1x-ruE fJ E �J T Y P E AkVEIN I F 1 //;;�� Aun.eAT I ( I 0_1 ',-✓ 1 x1 �0 xl 1 I,�j ( ! LITTLE CAESAR _ O G)_- I j- 4 I I/t SALE IiTr"�� - �E A-rT✓ I I I 1 GAE `A��,grl LI6H-rl PJ/4 I REMDdE �xi�Tl N'GI L IC,HT 5 i -} IX-r u p E NEW rH f M Y t 51 I s N , , -- KELUGATCf� LI(N ING FIX_T'URE I o t t 1 12" -0 , I 1-------- 1 _ I^ � J J A A " ' -r �dri ' a EX IST11`I� GI I�GU ►'J _ t F{ LG -A7rE EXIT 1-' ' 1 t L _ 1------ I J 29'- 2" 3 �IG�HT JfD AUTD G�NTEfZ 4 4A sA s ' EA 7 7A 10 t t _ z a r I rl �GT -ro FX15T I N �I -- -� FIXTURE WE�TG1 r�GUIT---- 63'-10" 31'-6" 1T-0" i Tt�PIGAI--`C!/ Ex15TING '>'YPIGAL- T EXTI(yL -SEE %NEST E-3 f'GF� EX. GIK. +-li3-I5 Exi`r I�IGaHTS 'rO i��MAlly f`IX�"v�ES To t�EMAIN 12'-0" 0.2 0.7 2 1/4 5 WEI,-i s EX IS UNL�t NUrEr� s UN4�E�� IyOT�p, s 14. O KW ELECTRICAL NOTES AND SPECIFICATIONS 1. INSTALLATION OF ELECTRICAL WORK SHALL CONFORM WITH LOCAL 17. ALL TWO LAMP FLUORESCENT FIXTURES SHALL HAVE ENERGY SAVING 25. ALL FLUORESCENT LAMPS SHALL MATCH EXISTING IN TYPE, REGULATIONS AND ORDINANCES STATE REQUIREMENT AND THE 1990 FULL LIGHT OUTPUT ETL CBM APPROVED CLASS "P" BALLASTS AS MANUFACTURER AND COLOR. SALES AREA FLUORESCENT LAMPS ARE TO - - NATIONAL ELECTRICAL CODE. MANUFACTURED BY: BE FURNISHED BY K-MART CORPORATION. TO PLACE THIS ORDER, 2. ELECTRICAL CONTRACTOR SHALL VISIT JOB SITE AND DETERMINE CONTACT K-MART CONSTRUCTION DEPARTMENT - PHONE (313) 643- EXISTING CONDITIONS AND LIMITATIONS UNDER WHICH THE WORK IS SLIMLINE: 5197• TO BE PERFORMED. THE SUBMISSION OF A BID SHALL BE CONSTRUED UNIVERSAL #827-5LH-TC-P (277V), #806-SLH-TC-P (120V) 26. GARDEN SHOP FLOOD LIGHTS SHALL BE MOUNTED ON WALL AS NOTED, AS INDICATING SUCH KNOWLEDGE THAT SUCH EXAM HAS BEEN MADE ADVANCE MARK III #V-2E75-S-TP (277V), #R-2E75-S-TP (120V) 27. INSTALL NEW LAMPS IN RELOCATED FIXTURES. CLEAN ALL AND VERIFIED. VALMONT #8G1014W (277V), #BG1004W (120V) RELOCATED FIXTURES PRIOR TO INSTALLATION. ONLY FIXTURES 3. MAKE APPLICATION FOR AND PAY ALL FEES IN CONNECTION WITH ANY FOUND TO BE IN GOOD OPERATING CONDITION SHALL BE CONSIDERED PERMITS, INSPECTIONS, TESTS, ETC., THAT MAY BE REQUIRED FOR RAPID START: FOR RELOCATION._ ALL JOBS. UNIVERSAL #443-LR-VLH-TC-P (277V), #446-L-VLH-TC-P (120V) 28. SEE LIGHTING FIXTURE SCHEDULE ON SHEET E-3. 4. FURNISH AND INSTALL ALL MATERIAL AND EQUIPMENT AS SHOWN OR ADVANCE #V2S407TP (277V), #R2S40-TP (120V) OVERALL B U I L D I N G PLAN LIGHTING REQUIRED TO COMPLETE THE WORK. VALMONT #8G1038W (277V), #8Gl028W (120V) PUBLIC ADDRESS SYSTEM 5. NEW INSTALLATION INCLUDING MATERIAL AND EQUIPMENT SHALL BE 18. NOTE: THIS STORE IS EQUIPPED WITH A MICRO PROCESSOR FURNISHED AND INSTALLED UNDER SEPARATE CONTRACT. ELECTRICAL N EQUAL TO ORIGINAL INSTALLATION. CONTROLLED ENERGY MANAGEMENT SYSTEM. THIS SYSTEM IS CONTRACTOR SHALL PROVIDE ROUGH-lN AS SHOWN ON PLANS. 6. GUARANTEE ALL WORKMANSHIP, MATERIAL AND PERFORMANCE FOR A INTENDED TO CONTROL LIGHTING AND HVAC SYSTEMS. IT IS THE PERIOD OF ONE (1) YEAR FROM DATE OF FINAL ACCEPTANCE. RESPONSIBILITY OF THIS ELECTRICAL CONTRACTOR TO NOTIFY THE *THIS SALES AREA. POWER AND LIGHTING PLAN HAS-BEEN 7. ALL NEW CONDUCTORS SHALL BE COPPER AND SHALL BE RUN IN K-MART REGIONAL PROJECT REPRESENTATIVE TO INFORM THE ENERGY DEVELOPED WITHOUT THE BENEFIT OF FINAL SALES CONDUIT, WHERE RIGID IS NOT REQUIRED, THIN WALL MAY BE USED. MANAGEMENT COORDINATOR THAT THE WORK HAS BEGUN. THE SCOPE CONDUIT SHALL BE RUN CONCEALED IN FINISHED AREAS. OF THE MODIFICATIONS TO THE ENERGY MANAGEMENT SYSTEM SHALL LAYOUT OR SALES FIXTURE DN DRO6SPS•TOBE VERIFIED . EXACT LOCATION 8. SECURITY LIGHTING FIXTURES SHALL REMAIN UNDISTURBED. IF BE ESTABLISHED THROUGH THE PROJECT REPRESENTATIVE AND SAID OF POWER ANO'COMMUNICATLORO REMOVAL OF LIGHTING FIXTURES EFFECT CONTINUITY OF SERVICE TO WORK SHALL BE PERFORMED BY THE ENERGY MANAGEMENT SUPPLIED OR IN FIELD WITH REGIONAL FIXTURE LAYOUT SUPERVISOR REMAINING FIXTURES, EXTEND AND RECONNECT CIRCUIT AS HIS ASSIGNED CONTRACTOR. IT MAY BE NECESSARY FOR THE REQUIRED. ELECTRICAL CONTRACTOR TO PROVIDE ROUGH -IN, OR COORDINATE HIS MODIFICATION REQU�IREQ TO�SALES AREA LIGHTING OR `POWER SYSTEM NOT SHOWN ON THIS DRAWING SHALL BE date G-Z l-'JI 9. MATERIAL NOT SPECIFIED SHALL BE EQUAL IN QUALITY TO EXISTING WORK WITH THAT OF THE ENERGY MANAGEMENT SYSTEMS SUPPLIER. best, and associates , g• MATERIAL OF LIKE KIND. 19. CIRCUITS SERVING LIGHTING WHICH ARE LOCALLY SWITCHED SHALL -:--AS. DIRECTED BY THE' AUTHORIZED KMART PROJECT 10. ALL WORK SHALL BE PERFORMED WITH MINIMUM INTERFERENCE WITH HAVE LOCK -ON DEVICES AT PANEL. REPRESENTATIVE AT.THE JOB SITE. engineers, inc. drawn M I�IF K-MART OPERATIONS. 20. ELECTRICAL CONTRACTOR SHALL PROVIDE TYPED -IN DIRECTORY FOR 1628 first avenue north designed Ar N 11. FOR ADDITIONAL P.A. SPEAKERS IN NEW SALES AREA CEILING ADD NEW PANELS AND PANELS BEING AFFECTED BY THIS REFURBISHING. OUTLETS AND EXTEND CONDUIT IF REQUIRED BY CODE. MATCH 21. WHERE SECURITY TYPE FIXTURES ARE TO BE MOUNTED TO FLUTED st. petFlorida 33713 revised EXISTING PATTERN. SPEAKERS AND WIRING BY OTHERS. BLOCK WALL MAKE PROVISIONS TO SECURE FIXTURE LEVEL TO $13)-8 (813)-822-2335 12. FURNISH AND INSTALL NEW EXIT AND EMERGENCY LIGHTING SYSTEM IRREGULAR SURFACE. (IF REQUIRED.) fax (813)-821-3361 job no. C G--? AS APPROVED BY LOCAL CODE AUTHORITY. EXISTING NIGHT LIGHTS, 22. THE HOOKER HANGER (WITH 1 1/2" SPACER FROM CEILING) AND T- JOB NIJNBEI U EXIT LIGHTS AND -AUXILIARY LIGHTING SHALL BE RECONNECTED AS BAR SUPPORTS FOR SURFACE MOUNTED FLUORESCENT FIXTURES SHALL �I' NO REVISION DATE F L O R I D A DESIGN P R O F E S S I O N A L S P I N C N®TEI SHOWN ON PLAN AND REQUIRED. BE LOCATED ON MAXIMUM OF 4 FEET INTERVALS. A HANGER AND II - -�90! ----- 13. TELEPHONE SYSTEM, P.A. SYSTEM AND B.A. SYSTEM ARE BY OTHERS. SUPPORT SHALL BE INSTALLED ONE (1) FOOT FROM THE END OF EACH I 5190 WEST HIGHWAY 40. OCALA. FLORIDA 32675 904/854 3300 LAKE COUNTY 904/728 1t00 z I ill` O�tAbJN u THIS DRAWING; MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH -IN AS SHOWN ON ROW. EACH HANGER SHALL BE LOCATED A`T "T" INTERSECTIONS SO 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826 0705 A AND ALL APPROVED PLAN. THAT HANGER ENGAGES ON FOUR SIDES. (T-BAR SUPPORTS AT BOTH I: _ O STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, A SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL 14. PROVIDE HANDY BOX FOR CONNECTION OF PUBLIC ADDRESS SYSTEM ENDS OF EACH ROW TO BE CADDY HANGER CAT. #IDS. WITH 1-1/2" _ _ E, T DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE VOLUME CONTROL IN GARDEN SHOP (VOLUME CONTROL BY OTHERS) . SPACER.) (OMIT SPACERS ON TYPE "E" AND "F" FIXTURES OR AS A D D I T I 0 N AND REMODELLING TO I'' - - C FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. 15. EXIT AND AUXILIARY LIGHTS SHALL BE CONNECTED TO EXISTING INDICATED ON THE PLANS.) I' EE p7aEcn II' CIRCUIT. 23. WHERE CONDUIT IS RUN EXPOSED TO WEATHER, RIGID `THREADED NOn8 6. CONNECT NEW LIGHTING TO NEW SALES AREA LIGHTING TO NEW PANEL GALVANIZED HEAVY WALL CONDUIT IS TO BE USED.K MART STOREz �,,' THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON 1 �� THIS DRAWING; DOES HEREBY CERTIFY THAT, TO THE BEST OF 4- HIS !'HC", EXTEND CIRCUITS WHEREVER PRACTICAL. VERIFY CURRENT 24. SIHOOW At.t,-. HOrIfRUNS, SANFORD. FLORIDA KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. LOAD TO PREVENT CIRCUIT OVERLOADING. OF SHEETS >J , I. 1 In C NOTEi THIS DRAWING1 MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,, STRUCTURAL, ' ELECTRICAL, PLUMBING, MECHANICAL,. AND ALL APPROVED SHOP DRAWIl GS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND ';EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING; DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. ELECTRICAL DEMOLITION NOTES A. ELECTRICAL CONTRACTOR SHALL VISIT AND EXAMINE THE SITE PRIOR TO CONSTRUCTION TO ASCERTAIN THE EXISTING CONDITIONS AND LIMITS OF DEMOLITION AND CONSTRUCTION. B. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PROTECT AND RETAIN POWER TO ALL EXISTING ACTIVE EQUIPMENT WHICH SHALL REMAIN. C. ALL REMOVED EQUIPMENT SHALL BE DISPOSED OF BY THIS CONTRACTOR UNLESS DIRECTED TO DO OTHERWISE BY K-MART CORPORATION. D. DISCONNECT, REMOVE OR RELOCATE ALL EXISTING ELECTRICAL MATERIAL AND EQUIPMENT THAT INTERFERES WITH NEW INSTALLATION. THIS INCLUDES BUT IS NOT LIMITED TO PANELS, LIGHTING FIXTURES, WIRING DEVICES SIGNAL EQUIPMENT, EXHAUST FANS, BASEBOARD HEATERS, UNIT HEATERS, ETC. E. SEE MECHANICAL DRAWINGS FOR HEATERS, EXHAUST FANS ETC., WHICH MUST BE DISCONNECTED BY THIS CONTRACTOR FOR REMOVAL OR ABANDONMENT BY MECHANICAL CONTRACTOR. F. REMOVE ALL CONDUIT, WIRE, BOXES AND FASTENING DEVICES, AS REQUIRED TO AVOID ANY INTERFERENCE WITH NEW INSTALLATION. ABANDONED CONDUIT TO BE CAPPED AT BOTH ENDS. G. ELECTRICAL CONTRACTOR SHALL RECONNECT ANY EQUIPMENT BEING DISTURBED BY THIS RENOVATION YET REQUIRED FOR CONTINUED SERVICE TO SAME OR NEAREST AVAILABLE PANEL. H. WHERE WORK BY THE GENERAL CONTRACTOR (WALL REMOVAL, NEW OR RELOCATED WALL OPENING, ETC.) RESULTS IN THE REMOVAL, RELOCATION OR REFEEDING OF ELECTRICAL DEVICES OR LIGHTING FIXTURES, THE ELECTRICAL CONTRACTOR SHALL DISCONNECT) OR RECONNECT AS REQUIRED ALL ACTIVE DEVICES REMAINING ON THAT CIRCUIT SYSTEM. I. CONTRACTOR SHALL RING OUT ALL CIRCUITS IN EXISTING PANEL EFFECTED BY THIS ALTERATION. WHERE ADDITIONAL CIRCUITS ARE NEEDED REUSE CIRCUITS AVAILABLE FOR REUSE, OR PROVIDE NEW BREAKERS, TAG ALL UNUSED CIRCUITS AS SPARE, REPLACE ALL INOPERATIVE OR DEFECTIVE CIRCUIT BREAKERS. TIGHTEN ALL CONNECTIONS. J. REMOVE ALL EXISTING LIGHTING FIXTURES AND POWER SYSTEMS AS INDICATED AND OR REQUIRED TO CLEAR AREA FOR NEW INSTALLATION. NOTES: 1. SEE MECHANICAL PLANS FOR ELECTRIC HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT, ETC. 2. SALES AREA WALL OUTLETS SHALL BE MOUNTED FLUSH WITH FACE OF WALL FINISH AND 12" A.F.F. TO CENTER LINE UNLESS NOTED OTHERWISE. ALL COLUMN MOUNTED OUTLETS SHALL BE 18" A.F.F. UNLESS NOTED OTHERWISE. 3. COMPLETE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 4. PANELS, WIRING AND CONDUIT SHALL BE IN ACCORDANCE WITH K- MART CORPORATION SPECIFICATIONS. 5. BURGLAR ALARM OUTLETS AT DOORS (FINISHED AREAS ONLY) ARE FLUSH MOUNTED NEAR TOP OF DOOR WITH 3/4" CONDUIT RUN INTO CEILING SPACE. COORDINATE WITH BURGLAR ALARM CONTRACTOR. *6. ELECTRICAL PANEL FOR E.C.R. SYSTEM SHALL HAVE AN ISOLATED, INSULATED GROUND BAR WITH TERMINAL CONNECTION POINTS FOR EACH GROUND WIRE USED. NEW PANEL "CR211. *7. INSULATED, ISOLATED GROUND WIRE TO BE USED THROUGHOUT AS INDICATED ON DRAWINGS FOR E.C.R. SYSTEM. *8. RECEPTACLES SHALL BE AS FOLLOWS: SINGLE FLUSH (FLOOR OR DUCT)-HUBBELL #IG5251 (ORANGE) DUPLEX SURFACE FLOOR OR WALL-HUBBELL #IG5262 (ORANGE) EXCEPT AS OTHERWISE NOTED. 9. PROVIDE LOCK -ON DEVICES AT CIRCUIT BREAKERS AS DIRECTED IN FIELD BY TENANT'S REPRESENTATIVE. SECURITY, EMERGENCY AND ALL CIRCUITS WHICH MUST REMAIN "ON" 24 HOURS SHALL BE LOCKED ON. 10. ALL CONDUIT MUST BE RUN CONCEALED IN THE BLOCK WALLS OF THE SALESROOM AND ABOVE CEILINGS. 11. FINAL LOCATION OF DEVICES AND EQUIPMENT TO BE VERIFIED WITH OWNERS PROJECT REPRESENTATIVE PRIOR TO INSTALLATION., 12. HOMERUNS SHOWN SEPARATE FOR CLARITY ONLY, CIRCUITS MUST BE COMBINED FOR MOST COST EFFECTIVE INSTALLATION, BUT MUST COMPLY WITH N.E.C. INSTALL NO MORE THAN SIX (6) WIRES IN A SINGLE CONDUIT. 13. PROVIDE J-BOX WITH 120V CIRCUIT FOR CONNECTION OF GARDEN SHOP AUTOMATIC OVERHEAD IRRIGATION CONTROL SYSTEM (IF REQUIRED). 14. ALL CONDUIT MUST BE RUN CONCEALED IN THE BLOCK WALLS OF THE SALESROOM. 15. PROVIDE 1/2" C. FROM BUILDING STEEL FOR IBM P.O.S. COMMUNICATION SYSTEM. TERMINATED AND AT THE J-BOX FOR FUTURE CONNECTION TO COMMUNICATION OUTLET. 16. PROVIDE 1/2" C. FROM BUILDING STEEL CONNECTING LAYWAY P.C. AND TOKEN RING ACCESS UNIT. TERMINATE AT THE J-BOX FOR FUTURE CONNECTION TO COMMUNICATION OUTLET. (IF REQUIRED.) 17. PROVIDE NEW CASH REGISTER PANEL "CR2" AS INDICATED. 11CR2" PANEL SHALL BE FED THRU REROUTING EXISTING FEEDER FROM EXISTING PANEL "CR" WHEN PANEL "CR2" HAS TO BE REMOVED. a 18. PANEL "C" - NEW TO BE USED FOR POWER LOADS IN THE NEW EXPANDED AREA IN ADDITION TO POWER DROPS TO MERCHANDISING FIXTURES. 19. RETRACTABLE EXTENSION CORD REEL TO BE PLUGGED INTO ADJACENT FLUSH MOUNTED CEILING RECEPTACLE. REEL SHALL BE FURNISHED BY K-MART. 20. THE INTENTION OF `PHIS GENERIC DRAWING IS TO INDICATE THE ROUGH-INPOWER REQUIREMENTS FOR STORE MERCHANDISE FIXTURES AND CASH REGISTERS. IT SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO VERIFY TYPE EXACT LOCATION OF EACH J-BOX WITH K-MART FIELD REPRESENTATIVE USING FINAL STORE PLANNING FIXTURE LAYOUT. 21. ALL J-BOXES MUST BE LOCATED IN CEILING SPACE. 22. ALL WIRES SHALL BE LABELED WITH AN IDENTIFICATION TAG TO INDICATE THEIR DESTINATION. 23. CHECK AND VERIFY ALL ITEMS OF THE MECHANICAL EQUIPMENT FOR NUMBER OF UNITS, LOCATIONS, LOADS AND VOLTAGE AGAINST AN APPROVED SET OF MECHANICAL DRAWINGS AND SCHEDULES. 24. THE CONTRACTOR MUST INSURE THRU COORDINATION WITH STORE MANAGER AND PROJECT REPRESENTATIVE THAT DURING CONSTRUCTION STAGES OF THE STORE EXPANSION, PRIORITIES SHALL BE ESTABLISHED TO KEEP THE STORE IN OPERATION ESPECIALLY THE P.O.S. SYSTEM. ANY ACTIVITIES EFFECTING ABOVE SYSTEMS WHICH ARE VITAL TO THE CONTINUED OPERATION OF THE STORE SHALL BE IMPLEMENTED DURING OFF -HOURS STORE OPERATION LIMITED TO MINIMAL INTERRUPTIONS DURING SLOW BUSINESS HOURS. *ASTERISK INDICATES THAT NOTE APPLIES TO CASH REGISTERS ECR/POS SYSTEM ONLY. + NO. REVISION DATE a OVERALL BUILDING PLAN7POWER 1/16" = 1'0" *THIS SALES AREA POWER AND LIGHTING PLAN HAS-BEEN DEVELOPED WITHOUT THE BENEFIT OF FINAL SALES LAYOUT OR SALES FIXTURE DRAWINGS. EXACT LOCATION OF POWER AND ' COMMUNI CAT.I.ON DROPS. TO • BE VERIFIED IN'FFELD WITH REGIONAL FIXTURE LAYOUT SUPERVISOR MODIFICATION'REQUIRED TO SALES AREA -LIGHTING OR P-Q1NER SYSTEM NOT SHOWN ON THIS DRAWING SHALL BE -AS.DIRECTED.BY THE'AUTHORIZED KMAR.T PROJECT REPRESENTATIVE AT THE JOB SITE. FLORIDA DESIGN PROFESSIONALS o INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 ADDITION AND REMODELLING TO K MART STORE NO- 7228 SANFORO. FLORIDA "ie" F'h,h 1 el-5 F EE�r F__4 F? re I/rf-�aLE i�-E.�A�i� PLAr�f best, griper and associates date t-Z. --1 engineers, inc. drawn W F I'll 1628 first avenue north designed A F�1•I st. petersburg, florida 33713 (813)-822-2335 revised fax (813)-821-3361 job no.1C;? r; JOB NUM R 901144 Z DRAW B' % 1 SMS T T01 D? IF / V / F f —I Ell ER 71 (!ilf `�`''FET`; PROVIDE DUPLEX RECEPTICAL ELECTRICAL SYMBOLS FIXTURE SCHEDULE FOR BLOOD PRESSURE JUNCTION BOX FIXTUREILOCATION STYLE FOUR (4) CKTS. 20A, 120V. MACHINE TIE -INTO 120V. CIRCUIT. ® MFR. CAT. NO. I LAMPS I REMARKS C-2,4,6,8 CR2-12,14 CKT. 20A, 120V. BURGLAR ALARM OUTLET A I I ti 'v ( ) ISALES 12 LAMP I LITHONIA C-296-rIKM ( SRP-35 BY I425 MA 277V FULL LIGHT OUTPUT PHARMACY SIGN OUTLET TO COMMUNICATION B.A. LOW VOLTAGE UNLESS NOTED ' CABLE LOOP iAREAS iOPEN STRAP i METALUX KMSS-296-TPG i K-MART CORP (ENERGY SAVER BALLASTS (UNLESS CR2-14,1 CKT. 20A, 120V. EXIT LIGHT FLUOR. 2 96 DAYBRITE KMM`I'296-ESB-DYN NOTED 120V) . SURFACEMTD. 1 1/2" ` 10 g g 7 6 5 4 3 EXISTING EXIT LIGHT 70 REMAIN I I I I I SPACERS. (`ro MATCH EXISTING) OR BE RELOCATED, AS SHOWN I I I AUXILIARY LIGHT UNIT DR IDRESSINGIOPEN TYPE I BY K-MART CORPORATION (WITH CKT. 4 +18" A.F.F. BATTERY TYPE, 3-LAMP, OR 2-LAMP) BY K-MART IfISTALLED & WIRED BY ELECTRIC ; ( IROOMS ISINGLE LAMP I REFLECTOR)(REFER `I'O FIXTURE I CORP (CONTRACTOR. COMPLETE FIXTURE IFLUORESCENT I DRAWINGS FOR LOCATION AND I IFURNISHED W/120V RAPID STAR`!' I 4 I I 2 EXISTING AUXILIARY LIGHT TO REMAIN I I I I I I J I CICT. I OR BE RELOCATED AS SHOWN ( I S'I'RIP WITH INSTALLATION INFORMATION)I I ErfERGY SAVING FULL LIGHT OUTPUT I REFLECTOR I -- I I BALLAST REFLECTOR. y I I I I I I I I I I I TV. ANTENNA OUTLET (4' BOX) -- -------------------------_------------------------------------------------- P IPHARMACYI2 LAMPI LITHONIA L-296-NAKM IF96`t'12./CW/WM (OUTPUT ENERGY SAVING BALLAST 11 TV DUPLEX RECEPT. (18" UP UNLESS NOTED) ISALES & I INDUSTRIAL I METALUX KMIA-296-LE3-`PPG I (60W) I AND SYMMETRICAL NON-APER:I'URED 1" EMPTY CONDUIT INTO &- (STOCK ITYPE FLUOR. I DAYBRITE KMFKR-1121-8U-ESB- I IREFLECT'OR. CKT. 6 I I ROOF JOIST SPACE I SINGLE RECEPTACLE CKT. 8 ' 12 g�_p" 1 _p" 10'-6" V-3" r� WEATHERPROOF OUTLET I I D OR OUTLET BOX 1" OFF FLOOR Pi I PHARMACY 12 LAMP I LITHONIA, L-248-NAKM I F48 r12 CW WM SAME AS P O FLOOR ( ) P I IINDUS`I'RIAL I METALUX KMIA-248-LE3-'rPG I(36W) I i I i I i i I ISOLATED GROUND RECEPTACLE I I TYPE FLUOR. I DAYBRITE KMFKR-1121-DU-DYN I I I I I I ® P.O.S. COMMUNICATIONS OUTLET I I I I I P1------------------------------ ------------------------------------- ------------------------------------- ® LOUD SPEAKER T (BUILDING) WALL 111T-TEK TWP-70SM-DBL-NAKM I70W SECURITY LTS. 15 FT. UP UNLESS S (EXTERIOR( MOUNTED I LUMARK KfIPWL-70-BLK-'I'PG (H.P.S. INO`I'ED. 277V. fiPF' BALLAST'S. 4UI 1� I 1 -1 11 CONDUIT UP I I I DAYBRITE KMWL701ISDT-DYII I I ALL CONDUIT CONCEALED, FACTORY D' CONDUIT DOWN I I I COLUMBIA 4PS2F-52-142-277 I I FINISff. (TO MATCH EXISTING.) ONE (1) CKT. 20A, 277V. ( ( I ELECTRICAL CONDUIT UNDERGROUND ESB-ELMM I i 15 Ll" EMPTY CONDUIT INTO -- --- -- 2--W-----(GARDEN (FLOOD -------I HUBBELL------PVL-0175H-118-SPS-2 I175W--_---_--IMOUN'I'ED ONBUILDING ROOF JOIST SPACE ELECTRICAL CONDUIT OVERHEAD OR IN WALLS " �-3 I SHOP I LIGIIT ( HI-TEK TLF-17511-T'A2-NAKM (MERCURY 1277V. fiPF BALLASTS. , S SINGLE POLE SWITCH ( ( I LUMARK KMMVSF-T7-175-CRY-TPG IVAPOR IGREY FACTORY FFINISFI : — S2 TWO POLE SWITCH I I I I DAYBRITE KMFL117HG-27-EP5F- i i 12' AFF TO TOP. 1 PHARMACY FLOOR P LAN ELECTRICAL DYN S S THREE WAY OR FOUR WAY SWITCH I ( I WIDELITE BM-175-C-277V-Y-MC I I 3 4 --------------------------------------------------- -------- --------- -------------------------------------------------- E-3 SCALE: 1/4' = 1'0" SP SWITCH W/PILOT LIGHT X ISALES 12 OR 3 LAMP I LITHONIA ELU-8-K-MART 12 OR 3-12W (AUXILIARY LIGHTING UNIT, MOUNT THERMOSTAT (ROOM IBATTERY UNITI SURE-LITE XKM1600 3-15-`rPG IHALOGEN ION SHELF 2'-0" BELOW CEILING IAS INDICATEDI `rHOMAS TI-LSMKT-110-3XD-DYN ISEALED ITO TOP OF UNIT, 277 VOLT SERVICE SALES AREA CEILING TELEPHONE LOCATION ® (PAY PHONE WHERE NOTED) ( ( I CHLORIDE CMFRE-lUO-DCIIY-3-V-ELtYIM I aEAM MAIFYI'ErIArtCE FREE LEAD CALCIUM 1'-10 I I I EMERGI-LITE LSM-KT-110-3XD I IBATTERY CASE SHALL BE WHITE ------- --------- --------------------------------------- ---------- ------------------------------�------------------- 4'-g" LIGHTED PHARMACY SIGN b MICROPHONE OUTLET (P.A. SYSTEM) X1 I SALESRM I EXIT I LITHONIA F2ES1R-277-FLN-NAKM I PL TYPE I MOUNT' UNIT' 2' 6 BELOW CEILING SIGNAL BELL (24 VOLT) ICORRI- ILIGwr ( SURE-LITE KMEAX-5200-R-TPG IF -LOUR. IAS REQUIPED BY CODE OR o • I DORS, I I THOMAS 'I'I-PL-BSEX-72R-DYN I I LOCAL GOVERNING AUTHORITY J-BOX WITH CONDUIT SLEEVE ®® PUSH BUTTON (SINGLE OR 2 GANG) I ETC. I I CHLORIDE BKFLIR-ELMM I I PROVIDE EMERGENCY BATTERY PACK. FOR CONNECTION OF PHARMACY SIGN. MOUNT 12" � SIGNAL TRANSFORMER (120/24V) I I I EMERGI-LITE PL-BSEX-72R-120/277 BA I IF ABOVE SUSPENDED CEILING. MOTOR (THREE PHASE) MOTOR (SINGLE PHASE)�� I . �.EI% pRAl,�I I`{Ca E-4 �O� L I'f"'TL GfiEsA� 0e:5HT(Ik%r F /-rlJ�E / I-IE VLJ I--E• 2. SE I% p,F;�AW I Nla 5 7 FD F;� G-rAt:�NQ P Llla H- l NG F-IA-rLi ICE H F-:: r,;,, U LE�. EN MAGNETIC MOTOR STARTER pKAW INGr E-d Fob AJ-t-4 �f<vv E GEI`I->'E� LL�H'I'If rl Ffx-rv�E GNE�'UI--E. A-, �I,� �.AL-E� AI<EA FLUI)g e-M� l�A%(F� (�'(F'� ��?� D� p�,c 'rG r`�ATGH �>CI�-T►►`+G� I I 1 I� �— SUSPENDED CUBE LOUVER ® SAFETY OR DISCONNECT SWITCH �H A LI- �-: FU KN I" IA RTG K P�f:�A•-r LO I tD (III CEILING BY OTHERS. I WITCH W OVERLOAD I I MANUAL STARTER S ) G'MF' RA-neN G�►'�� r`I - DK. ? A ��UG'T'i U C`i E P ct'T"M t`I-r. PNb rI I-, (4-� - I �i I I ( / � � I N ,.�-I'"� � t, � d F,Y I, IGQ L, II 1120 I I I I - - - EWC ELECTRIC WATER COOLER p" F I x-i'u FOES fA M A5 "V xG EPT ICI I-11 10 UT!%F fl �LtG�(D ' II 11 I FINISHED PLATFORM EWH ELECTRIC WALL HEATER II II I IN PHARMACY II II ECR ELECTRONIC CASH REGESTER - - SALES FLOOR POS POINT OF SALE WP WEATHERPROOF 4'-W 7'-4" N.L. NIGHT LIGHT A.F.F. ABOVE FINISH FLOOR B.A. BUGLAR ALARM 2 SECTION P.A. PUBLIC ADDRESS E-3 SCALE: 1/4" = 1'0" EDF ELECTRIC DUCT HEATER PE POWER EXHAUST EBH ELECTRIC BASEBOARD HEATER RIGID THREADED GALVANIZED CONDUIT FINISHED FLOOR UFD UNDER FLOOR DUCT EUH ELECTRIC UNIT HEATER POWER OR DISTRIBUTION PANEL 480-30-3W OR ° CONCRETE SLAB ° ° 208V/1 20V-30 -4W • ° ° •SAND ° ° , ° , LIGHTING OR 3�RECEPTACLE 4W PTACLE PANEL ° ° ELECTRIC DOOR LATCH (24V) POWER/COMMUNICATION POLE GALVANIZED STEEL TO CARLON PVC TYPE 40 ® SPECIAL OUTLET CARLON CONDUIT HEAVY WALL CONDUIT ADAPTER WITH GROUND WIRE 3 BELOW -SLAB CONDUIT DETAIL E-3 N.T.S. NOTE: THE ABOVE DETAIL SHALL APPLY WHEREVER PVC CONDUIT IS USED UNDERGROUND OR BELOW FLOOR SLAB IN LIEU OF RIGID THREADED GALVANIZED CONDUIT. THE ELBOW SHALL BE RIGID GALVANIZED CONDUIT. PHARMACY NOTES: 01 REFER TO PHARMACY FIXTURE MANUFACTURER FOR EXACT LOCATION OF EQUIPMENT AND ADDITIONAL MOUNTING DETAILS WHERE NOT SHOWN ON THIS DETAIL. O ALL WIRING SHOWN SHA LL BE CONCEALED IN CEILING SPACE, WALLS OR FIXTURE COMPARTMENTS. O 15A 125 VOLT ISOLATED INSULATED GROUND RECEPTACLE HUBBELL #IG5262 FOR CASH REGISTER AND COMMUNICATION RECEPTACLE FOR POS SYSTEM. MOUNT OUTLETS BELOW COUNTER. O TELEPHONE OUTLET FOR WRITE-UP COUNTER, FLUSH MOUNTED IN WALL 50" ABOVE FINISHED PLATFORM. O TELEPHONE OUTLET FOR POWER FAILURE PHONE JACK FLUSH MOUNTED ' IN WALL 50" ABOVE FINISHED PLATFORM. O 20 AMP 125 VOLT DUPLEX RECEPTACLE HUBBELL #5352 FOR REFRIGERATOR MOUNTED 18" ABOVE FINISHED PLATFORM. O2"X2" (WHITE OR LIGHT GREY) PANDUIT FOR SATELLITE AND TOKEN RING CABLES RUN PANDUIT FROM 4'-0" ABOVE FINISHED PLATFORM INTO SALES AREA CEILING SPACE. O 15 AMP 125 VOLT ISOLATED INSULATED GROUND RECEPTACLE HUBBELL #IG5262 FOR COMPUTER. MOUNT 50" ABOVE FINISHED PLATFORM. O TELEPHONE OUTLET FOR MODERN UNIT, FLUSH MOUNTED IN WALL 50" ABOVE FINISHED PLATFORM. 10 ONE 20'-0" RUN OF WHITE PLUGMOLD MTD. 3'-11" FROM TOP OF PLUGMOLD TO FINISHED PLATFORM (OUTLETS 18" ON CENTERS). PLUGMOLD FURNISHED BY PHARMACY MANUFACTURER. WIRING BY ELECTRICAL CONTRACTOR. 11 20 AMP 125 VOLT SINGLE RECEPTICLE HUBBELL #5351 FOR 1.3 KW WATER HEATER MTD. 18" ABOVE FINISHED PLATFORM. 12 20A, 125 VOLT SINGLE RECEPT. HUBBELL #5351 FOR 1 /3 HP SUMP PUMP MOUNTED 12" ABOVE FINISHED PLATFORM. (WHERE REQUIRED) best, gand f( ? /- t riper enassociates engineers, Inc. drawn 13 TELEPHONE OUTLET MOUNTED ON SIDE OF STOCKBIN 5'-0" ABOVE 1828 first avenue north designed FINISHED PLATFORM. st. petersburg, florida 33713 revised _ (813)-822-2335 fax (813)-821-3361 job no. i JOB NUMBS R t �i NO. REVISION DATE i FL OR I DA DES I GN PROFESS I ON AL S . I N C 90'�4 i NOTES DRA1�r' BY ` 5190 WEST HIGHWAY 40, OCALA. FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 {I 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/825-0705 THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, I A 'E STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, AND ALL APPR13VED SHOP DRAWINGS TO INSURE EXACT,. ,AND PROPER LOCATION OF ALL T LOCATIONS ARE ADDITION AND REMODELLING 0 � I ►��. 1` Eq"1 'I DEVICES AND EQUIPMENT. MANY DE VICE AND EQUIPMENTl FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. K MART STORE N 0 722 - � THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGN ATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS SANFORD. FLORIDA C' SHEEtS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. PANFLBOARD DESIGNATION 'F' LOCATION PERIMETER STOCK 120/208 VOLTS 3 PTI. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH V SURFACE X 225 AMPERE BUS 225 AMPERE MAIN LUGS ONLY FED FROM: TOP X BOTTOM AMPERE INT.CAP. SPECIAL z KVA DESCRIPTION * A B C UESCRIPIION KVA Ii0. 1 1.0 HEAT LAMPS ^ 1.6 SPOT LIGHTS 0.6 2 0.9 PENDANT LIGHTS ^ 1.5 ^ SPOT LIGHTS 0.6 4 r-. ^ _ 0•y 5 U'3 L l GFl 1 ING ,POT LIG111S O.6 6 IN PREP. AREAS ^- 1.2 '~ 7 I) F' RECESSED SPOT LIGHTS 0.6 8 FLUORESCENT LIGHTING- 9 1.2 WAFFLE CONE MAKER 1.6 SPOT LIGHTS 0.4 10 ^ 1.6 ^ 11 ].2 110I TOPPING SPOT LIGHTS 0.4 12 DISPENSER 30A 40A 13 2.4 F.C.B. MACHINE i 5.2 j COFFEE MAKER 2.8 14 '� 1r- 2.4 F.C.B. MACHINE 5.2 ^ 1.5 �-, 1.3 20A � COFFEE MAKER 2.8 16 it 1.2 DRINK UNIT WARMERS (2) & 1101' WATER WARMER 0.3 18 19 0.9 SYRUP COOLER GENERAL PURPOSERECEPTACLES (2) 0.4 2U 21 1.7 ICE MAKER 3.4 i PASTA HOLDING UNIT 1.7 22 '� 2j 0,9 ICE CREAM CABINET 2.5 PASTA HOLDING UNIT 1.6 24 2.7 .�_ 7` 1.0 PIZZA HOLDING MENU BOARD 11000 L I 1.7 26 UNII (2) ^ �& FLUOR. FRET. LTG. ' 1 SPARE SPARE 2I1 p SPARF ^ 0.9 SA( AD DISPLAY 0.1) i(T A ;I SPARE 0.5 ^ -- 2.0 ^ ^ r-. ^ SPOT LIGHTS 0. 52 {, 1.0 MICROWAVE PIZZA OVENMOTOR & RELAYS 1.0 34 SPACE SPACE ;6 '7 SPACE SPACE iTc 1)9 SPARF SPACE 40 41 SPARF ,PACE 42 KVA SUB TOTALS 12.5 13.7 7.4 OFMAND FACTOR L1.8- CONN'D LOAD KVA -33.Q DEMAND LOAD KVA _26.9 DEMAND AMPERES _ LC Nutt: ATE. HHEAKEHS /UAL UNLE )5 umtrtrw)t PIUItU. xINOI[ATFS CIRCUIT BRFAKE11 W I I H LOCK -ON OFVICE PANEI-BOARD OFSIGNAI ION 'Fl" LOCATION PERIMETER 1201206 VOLTS 3 PH. 4 WIRE SOLID NEUTRAL MOUNTING: FLUSH ___ SURFACE X 225 AMPERE BUS 225 AMPERE MAIN LUGS ONLY FED FROM: IDP X BOTTOM AMPERE INT.CAP. SPECIAL KVA DESCRIPTION A 0 C ^ 3UA i . ! -� DESCRIPTION KVA UT 2 i 0.9 CARBONA r(Ir3 W,,IK IN REFRIGERAfUH 1.0 ,� * 2.2 [ ^ - 2.2 COMP/BLOWER 3 1.2 7. DOOR FREEZER WALK-IN REFRIGERATOR COMP/BLOWER 1'() 4 5 1.2 SALAD/SANDWICH WALK-IN REFRIGERATOR 1.0 6 REIARUER * COMP/BLOWER 7 1.2 RETARDER ' 1.2 ^ SPARF 8 50A ^ 5.1 'i- 9 1.0 SI IE_ E I E R FOUR BURNER RANGE 4.7 10 W I I H HOOD RANGE 11 6.0 WATER HEATER70A '1 lU. 7 - r. 10.7 '+` 6.0 ^ '~ 0.9 ^ 1.4 ^ Milli 11000 FOUR BURNER 4.7 12 lj 6.0 WATER HEATER- FOUR BURNER RANGE WITH HOOD 4.1 14 15 6:0 WATER HEATER SPARE 16 11 0.9 EF -- I SPARF 18 1(1 0.7 EF-2 ELECIRIC WAIER 0.7 20 60A COOLER 21 4.0 MIXER 4.0 SPARF 22 j1 4.0 '', 4.0 M [ X[.R SPARE 24 211 4.0 M I XFR 4.0 ;~ - ''� r-, '~ ^ r-� ^ '� '�' SPARE 2b / SPARF SPARF 28 i9 SPACE SPACE 30 'I SPACE SPACE 32 �i SPACE SPACE 34 `.,PACE SPACE 36 { / SPACE SPACE 3(1 >'1 >PA(L SPACE 40 41 )TA(_E SPACE 42 KVA SUB IWALS 19.2 17.9 F7.8 DEMAND FACTOR __0.8_ CONN'D IOAD KVA 54.y DEMAND LOAD KVA 43•9 DEMAND AMPERES 121.9 NOIE: ALL BREAKERS 20A, UNLESS OTHERWISE NOIED. 1INUICAIES CIRCUIT BREAKER WI III LOCK -ON DEVICE II F I FII F-5 (TYPICAL FOR 4 ) LIGHT SWITCH FOR HOOD LIGHT (CIRCUIT F-26). LIGHT & SWITCH BY OTHERS. 120V (TYPICAL FOR 4 ) 1 -,:--NU_-rRIP E ..KKl ccrl�K�,'Ll,EU GAY Af-L LJ L � Yi'f FOOD DEPARTMENT EQUIPMENT ELECTRICAL LOAD SCHEDULE MARK DESCRIPTION WATTS(W) VOLTAGE BREAKER' WIRING RECEPTACLE NEMA PLUG IIE14A CORD PNL. & REMARKS HP & SIZE HUBBELL NO. HUBBELL NO. TYPE CKT. ILO. PHASE CAT. NO. CAT. NO. 01 WALK -III REFRIGERATOR 3005W 208V-3o 30A-3P'3-#10 & 1-#10 GND 1/2" Cl WIRE DIRECT - F1-2,4,6 J-BOX MTD. ABOVE REFRIG. --------------------------------------------------------------- --T--------------------------------------------------------------r-------------_---------------------------------- -- 02 I BAG -III -BOX RACK W/CARBONATORI 1/3 HP 1 120V-10 1 20A-lP12412 & 1-#12 GND 1/2" Cl 5352 1 5-OR I - I - ( I Fl-1 I RECEPT. MTD. 96'A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - .-..-. _ _ - _ - _ - _ _ _ - _ - 03 1 MIXER - - - - 112, 124WI 208V-3o 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 60A-3P13-#6 & 1-#10 GND 1" C - - - - - - - - - - - - - - - - - - I WIRE DIRECT 1 - - - - - - - - - - - - - - - - - - - 't - 1 - ) - I I F1-21,23,251 J-BOX MTD. 48 A.F.F. •- -----------------------------------------------------------------•------------------------------------------------------------------------------------------------------------------------- 04 1 WAFFLE CONE MAKER ' 1120OW ( 120V-10 1 20A-lPI2-#12 & 1 #12 GNU 1/2" Cl 5351 1 - 5-20R I - 11 - I I F-9 I RECEPT. MTD. 24 A.F.F. ------------------------------------------- 05 1 HOT `TOPPING DISPENSER 1 120OW 1 120V-10 1 20A-lPI2-#12 & 1-#12 GND 1/2" Cl 5351 1 5-20R I - 11 - I 1 F-11 1 RECEPT. MTD. 24 A.F.F. ------ -------I-------- ----------------------------------------------i---------------------------------------------------- ---------- 06 1 F.C.B. MACHINE 1 3 HP 1120V/208/101 30A-2P13-#10 & 1-#10 GND 1/2 CI 9430 I 14-30R I - 1 I - I F-13, 15 1 RECEPT. MTD. 4" A.F.F. ---------------------------------------------------------------------------------------��------------------------------- ------i------------------------------ -------------------------------� --- 1 COFFEE MAKER 1560OW 1 120/208/101 40A-2P13-#8 & 1-#10 GND 3/4 Cl 9450 ( IL 14-50R 1 9451. I 14-50P1 4-#8-"SO"I F-14, 16 1 RECEPT. MTD. 24 A.F.F. -07 08A I DRINK UNIT --------- ----------r--------------------------------------------------------------------------------------------------------------------------- i 1/2 HP 1 120V-lo 1 20A-lP12-#12 & 1-#12 GND 1/2" CI SEE NOTE #9 1 ( II ------I - I F-17 I J-BOX MTD. 24" A.F.F. ------------------------------------------------------------------_---------------------"----------------------_- -------�---- -------------------------------------------------- 08B SYRUP COOLER 1/3 HP 120V-10 20 - 1 2-#12 & 1-#12 GND 1/2 C SEE NOTE #9 I I I - 'I - ( I F-19 I J-BOX MTD. 24" A.F.F. --------------- __ _ _ - -- - - - ------- - - - - - - - - - - - - - - - -A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 08C 1 -------------------------------- ICE MAKER 1 3/4 HP i 120V-10 ( 20A-1P12-#12 & 1-#12 GND 1/211 Cl SEE NOTE #9 1 - 1 - '1 - I 1 F-21 i J-BOX MTD, 24" A.F.F. ------------------------------- ------------ ----------------------------------------------------------------------------------- ------------------------------------------------------------- 09 I WARMERS (2) 1 10OW EAI 120V-10 120A-1P12-#12 & 1-#12 GND 1/2" Cl SEE NOTE #9 1 - I - { - I( J-BOX MTD. 24 A.F.F. -----------------------------------------------------------------*--------------------------------------------------------------' ------I-F_18---- ----------------------------- 10 I CASH REGISTERS (2) 1 100W EAI 120V-10 1 20A-lP12-#10 & 1-#10 GND 1/2" Cl SEE NOTE #9 1 - I - _ " I - I -----------------------------------------------------------------=--------------------------------------------------------------- _-__--1-CR2-16-----I-J_B---MTD--24--A-F-F----- --------- --------------------------- 11 1 ICE CREAM CABINET 1 1/3 HP 1 120V-10 1 20A-lPI2-#12 & 1-#12 GND 1/2" Cl 5351 1 5-20R I - 1! - - - - - - - - - - - - - I I F-23 I RECEPT. MTD. 4 A.F.F. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4"- --------- - - - - - - - 12 ( - - - - - - - - - - - - - - - - - - - - - - ;- - - - - - GENERAL PURPOSE RECEPT. (2) - - - - - - - - - - - - - - - - - - - - - - 1 18OW EAI 120V-10 ( - - - - - - - ."*' - - - - - - - - - - - - - - - - - - - - - 11 20A-IP12-#12 & 1-#12 GND 1/2 - - - - - - - - - - - - - - - - - - Cl 5352 - - - - - - - - - 1 5-20R 1 - I MTD. 1---__-----I F_20-------I_RECEPT---24"-A-F-F--^ --------------------------------- - ---- ----- -----------------=--------------------------------------------------------------r-------- - -- - - 13 1 SALAD DISPLAY 1 1/3 HP 1 120V-10 1 20A-lPI2-#12 & 1-#12 GND 1/2" CI WIRE DIRECT' I - I !I I - I F-30 I J-BOX MTD. 24" A.F.F. ---------------------------------------------------------------------------------------------------------------_----------------- ------------------------------------------------------------- 14 1 PASTA HOLDING UNIT 1330OW 1120/208V-101 20A-2P13-#12 & 1-#12 GND 1/211 CI WIRE DIRECT 1 I - 11 I - I F-22, 24 1 J-BOX MTD. 24" A.F.F. --------------------------------------------------------------------------------------------------------------------------------------------------------------- 15 1 HOT WATER WARMER 110OW 1120V-10 1 20A-1P12-#12 & 1-#12 GND 1/2" Cl 5351 1 5-20R I - '1 - I I F-18 1 RECEPT. MTD. 24 A.F.F. -------------------------------------------------------•---- --------------------------------------------------------------- 1 PIZZA HOLDING UNITS (2) 1 50OW EAI 120V-1P 1 -------------------------------------------------------------- 20A-lPI2-#12 & 1-#12 GND 1/2" Cl 5352 - I' - I - I F-25 I RECPT. MTD. 24" A.F.F. -16 - --- -_--1---5-20R---i --------- - ------------------------------------------------------- - A.F.F. 17 ( WATER HEATER 1 18,000W1 208V-30 170A-3P13-#4 & 1-#8 GND 1-1/4" CI DISC. SWITCH - - - ( NEMA #1 1 11 1 ------------------------------------- - _----1-F1-11,13,151DISC-SW--MTD--6--U-------- -------------------------------------------------------------------------------- I----------------- 18 1 2 DOOR FREEZER 1 1/2 HPI120V-10 1 20A-lP12-#12 & 1-#12,GIID 1/2" Cl 5352 1- 5-20R I 5366 CI 5-2OP 13-#12-"SO"I F1-3 I RECEPT. MTD. 87" A.F.F. ---------------------------------------------------------- -- --- ------------------------ - I - I F1-10,12,141 J-BOX MTD. 4" A.F.F. 19 1 4 BURNER RANGE WITH HOOD 114,000WI 208V-30 150A-3P13-#6 & 1-#10 GNU 1" C I SEE NOTE #9 1 I I( ----------------------------------------------------------------- 20 1 LIGHTING MENU SIGN 1 360W 1 120V-10 1 ----------------------�----------------------------- 20A-lP12-#12 & 1-#12 GND 1/2 Cl 5235 -----------r------------------------------------------------------------- 1 5-15R '_-_--_I-F-26-------1-SEE-NOTE-#6--_- ----------------------------------------------------------------------------------------------------------------------------------;--------------- 21 1 SALAD/SANDWICH RETARDER +:. 1 1/3 HP 1 120V-10 1 20A-lP12-#12 & 1-#12 GND 1/2" Cl 5351 I 5-20R I - 11 - I I Fl-5 I RECEPT. MTD. 24 A.F.F. ' ------------------------------------------------------------------------------------------------------------------------------- 22A I PIZZA OVER WITH HOOD 12 uit<71641 48OV-:-?o 1 - I3-#2 * 1-#8 GND 1-1/4" Cl DISC. SWITCH 1 NEMA #1 1 - :I - I 1-PP3- I DISC.SW. MTD.6'70" A.F.F. ------------------------------------------------ ------------------ --------------------------------------------------------------- ---- ----------------------------------- A.F.F. I PIZZA OVER MOTOR & RELAYS 1 12',c,,/ 1 120V-10 1 20A-lP'13-#12 & 1-#12 GND 1/2" CI 5351 1 5-20R 1 - 1 - 1 ( F-34 I RECEPT. MTD. 24 ----- -22B ----------- 23 ----------------------------------------------------- 1 RETARDER 1120OW 1 120V-10 1 ----------------------„------------------------------------------------------------------------------------------------- 20A-lP12-#12 & 1-#12 GND 1/2 Cl 5351 1 5-20R I - I - I I Fl-7 I RECEPT. MTD. 24" A.F.F. - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - -- - - - - - - 24 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 SHEETER - - - - - - - - - - - - - - - - - - - - - - 11000W 1 120V-10 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 20A-lPI2-#12 & 1412 GND 1/2" - - - - - - - - - - - - - - - - - - CI.5351 - - - - - - - I 5720R I - I - I I F1-9 I RECEPT. MTD. 24" A.F.F. ------------- --- ------------------------------------------------------ 25 1 MICROWAVE ----------- 1 1000W 1 120V-10 12OA-1P12-#12 ---------------------------------------------------------------------------------------- & 1-#12 GND 1/2- Cl 5352 1 5-20R 1 I - I I F-33 I RECEPT. MTD. 24" A.F.F. FIXTURE SCHEDULE FIXTUREILOCATIONI STYLE I MFR. CAT. NO. I LAMPS IREMARKS I ITRACK LIGHT 1 190W PAR 38/1 1 ,OPEN YOKE I BY K-MARK CORPORATION ICAP/FL I WHITE GIMBAL RING LAMP J I LITTLE IW/GIMBAL I IBY K-MART I HOLDER. I CAESARSIRING 1 ICORPORATIONI I I i ITRACK I BY K-MARK CORPORATION I I WHITE TRACK SUSPENDED ( I 1 I I RIGIDLY ON PENDANT FROM ( 1 1 BUILDING STEEL TO SUS- ( I I I 1 PENDED GRID. -------1--------1------------ 1 I----------------------------------- 12 LAMP I 1----------- 1---------------------------------- IF40OW/U/6/ I FIXTURE SHALL BE CENTERED 123 5/8" X I IWM (35W) 1 WITHIN 21X2' SUSPENDED ' K 1 LITTLE 123 5/81' 1 IBY K-MART I GRID WITH ITS FACE FLUSH I CAESARSISURFACE TYPEI BY K-MARK CORPORATION 1CORPORATIONI WITH BOTTOM OF GRID. MOUNT IFLUORESCENT I ( 1 FIXTURE VIA FOUR (4) 1/411 I IW/3" X 3" X I 1 1 CONTINUOUS THREADED RODS 1 I1 1/2" DEEP I I I ATTACHED TO FIXTURE WITH 1 1PARABOLIC 1 I 1 DOUBLE NUTS AND SUSPENDED 1 ,LOUVER 1 1 ( FROM UNISTRUT MOUNTED AT ( CEILING GRID 14'-0" A.F.F. i CONNECTIONS BETWEEN FIXTURES 1 I I I 1 TO USE HORIZONTAL RUNS 1 1 OF CONDUIT. PAINT FIXTURE ( WHITE UNISTRUT AND CONDUIT 1 I TO MATCH 2'X 2' GRID(GREY). -------1--------1------------ ILITTLE I----------------------------------- I ( i----------- 1---------------------------------- 'dI50W IF 1 CORD MOUNTED 7'-0" L1 ICAESARS IINCANDESCENTI BY K-MART CORPORATION d A21 LAMP I FROM CEILING TEES. ILINE STRIP I ;IBY K-MART I CENTER OVER COUNTER. I I ---------------------------------- -------1--------I ILITTLE ------------ I--------------------------------- ICORD MOUNTEDI -_ICORPORATIONI I------=---- 1250W WHITE I CORD MOUNTED 16" ABOVE FOOD L2 ICAESARS IWARMER LIGH TI BY K-MART CORPORATION (INFRA -RED I SERVICE. VERIFY CORD LENGTH ILAMP BY I WITH ARCHITECTURAL TRADES. IK-MART CORPI MOUNT LIGHTS 7'-611 FROM WALL. -------I--------1------------ ILITTLE 1----------------------------------- IROUND I I-----------i----------------------------------I ,-150W 12V I RECESSED INCANDESCENT UNIT M1 ICAESARS IRECESSED I BY K-MART CORPORATION IINCAN- I WITH 12 VOLT STEP DOWN ; IDESCENT BY i TRANSFORMER IK-MART CORPI -------i--------1------------ ILITTLE i IROUND 1 ----------------------------------- I-----------1---------------------------------- 150W R20 1 RECESSED INCANDESCENT, DOWN- M2 ICAESARS IRECESSED I BY K-MART CORPORATION ILAMP BY I LIGHT W/CLEAR SPECULAR I I I IK-MART CORPI REFLECTOR. -------1--------1------------ 1 I 14 LAMP I ----------------------------------- I-----------I---------------------------------- I F40 CW/RS/ I 4301 A l=< `I,/ FULL LIGHT OUTPUT I LITTLE 12' X 4' 1 BY K-MART CORPORATION IWM (34W) I ENERGY SAVINGS BALLAST W/ACRYLIC R I CAESARSIRECESSED I IBY K-MART I PRISMATIC LENS ON FLUSH STEEL IFLUORESCENT I ICORP I DOOR FRAME. -------I--------I------------ I ---------------------------------- -i-----------I-------------------------------,--- 12 LAMP I IF40 CW/RS 1 430MA 1f'')V FULL LIGHT OUTPUT LITTLE Ill X 4' 1 BY K-I4ART CORPORATION IWM (34W) I ENERGY SAVINGS BALLAST W/ACRYLIC RB I CAESARSIRECESSED I IBY K-MART I PRISMATIC LENS ON FLUSH STEEL I (FLUORESCENT I ICORP I DOOR FRAME. UNLESS NOTE 120V. -------1--------i------------1----------------------------------f3----------------------------_-„----------------- ISALES- (EXIT LIGHT I BY K-MART CORPORATION IPL TYPE I MOUNT UNIT 2'-6" BELOW CEILING X1 IROOMS, I I IFLOURES- I OR AS REQUIRED BY CODE OR LOCAL ICORRI- I I ICENT 1 GOVERNING AUTHORITY. PROVIDE IDORS, I I 1 1 EMERGENCY BATTERY PAD. ,ETC. I I PROVIDE 2 #1242"C.w1l I'l`12- GNO TO JUNCTION BOX FOR LIGHT FIXTURE. (LIGHT FIXTURr_ AND SWITCH BY OTHERS.) LITTLE CAESARS LIGHTING PLAN SCA' c : li ° = 1 ' -0 � 1 4 ELECTRICAL JUNCTION BOX OR RECEPTACLE 120V t IRING IN 1/2" FLEX. ( 1YP. ) r 1 ELECTRICAL lR1[nL Juucnon BOX. CABINET OUTLET MOUNTING DETAIL NOT TO SCALE PANEL 'F" Z# 12 & Ilt 12 G ND. - %2 1 C. TO PANICL 11F1" CKT # 4 2 QUT' WA1.IL 60F{ i " C21=EP NOTESFOR FOOD DEPARTMENT POWER PLAN: 1. ELECTRICAL LOADS MAY VARY WITH TYPE' OF UNITS USED. VERIFY WITH MANUFACTURERS SHOP DRAWINGS FOR EXACT RATINGS. 2. MOUNTING HEIGHTS ARE FROM FINISHED FLOOR TO CENTER LINE OF HORIZONTALLY MOUNTED OUTLETS. 3. ELECTRICAL CONTRACTOR TO MAKE FINAL CONNECTIONS.. 4. PROVIDE CAPS AND CORDS FOR EQUIPMENT AS SHOWN IN SCHEDULE. 5. PROVIDE' RECEPTACLES FOR EQUIPMENT AS SHOWN IN SCHEDULE.' 6. PROVIDE THREE (3) HUBBELL #5235 CLOCK -TYPE RECEPTACLES AT 8'-6" A.F.F. FOR MENU SIGNBOARD. SEE PANEL SCHEDULE. SEE PANEL SCHEDULE "F" FOR CIRCUIT. 7. ALL DEVICE COVERS SHALL BE STAINLESS STEEL. DEVICES SHALL BE GREY, IF POSSIBLE, OTHERWISE DEVICES SHALL BE BLACK. 8. FOOD DEPARTMENT SYMBOLS: SINGLE RECEPTACLE DUPLEX RECEPTACLE Y ISOLATED GROUND RECEPTACLE SPECIAL PURPOSE RECEPTACLE CLOCK RECEPTACLE DISCONNECT SWITCH P. 0. S. COMMUNICATIONS RECEPTACLE JUNCTION BOX 0 FLOOR OUTLET SM PANEL TELEPHONE LOCATION SINGLE POLE SWITCH TWO POLE SWITCH 9. RUN FLEXIBLE CONDUIT FROM J-BOX PROVIDED BY ELECTRICAL CONTRACTOR TO J-BOX OR RECEPTACLE FURNISHED WITH FOOD DEPARTMENT EQUIPMENT. 10. ALL LIGHTING FIXTURES AND LAMPS IN FOOD DEPARTMENT AND ADJACENT TOILET ROOMS FURNISHED BY K-MART CORPORATION AND INSTALLED BY ELECTRICAL CONTRACTOR. SEE LIGHTING FIXTURE SCHEDULE ON THIS SHEET. 11. PROVIDE 4-#4/0-2" C. TO 200A SWITCH WITH 2O0A FUSE AT PANEL "SDP" FOR SERVICE TO PANEL "F" AND 4-93/0-211 C. TO 200A SWITCH WITH 2O0A FUSE AT PANEL "SDP11 FOR SERVICE TO PANEL "F1". 12. PROVIDE GROUNDING CONDUCTOR IN ALL CIRCUIT'S AND TO ALL EQUIPMENT. FRONT 11 F A I I iF1-- II i I 11/4 If C. TO PANEL IF' I{ DUCT TO CONOUI T ADAPT Ell FOR ONE ( 1) 11/4' C.----. r T \ lU PP�j7-----___ i I E L1- ' ROOFTOP SERVICE RECEPT. I o t-� it II A.C.__UNI_ T L� i I GFI TYPE MTD. Oki GURl3. OF uw IT - { II r-#12 LNP I II 1 c7 I 2- ill 1-V2" . TO F1-17. I a _ �� lit S #,NDC. fo mEw ( LOW VOLTAGE INTERLOCK TO A.0 UNIT #7 (BY MECHANICAL TRADES) ---I-I- EF= I�-- 1/3 lip II I� 2A II SINGLE UNDERFLOOR DUCT II i I� II to C. FOR P.O.S. CABLE. STUB UP INTO CEILING II SPACE IN STUD WALL ADJACENT TO PANEL "CR2' - rr� Lo { I 3/4" C. TO PANEL 'CR2"--1 I { I 1 6' =- , TWO c 2) 6OA-3P jj DUCT TO CONDUIT ADAPTER FOR ONE (1) 3/411 C. o -- I I I I � J - � DI SCONNEC T 1 SINGLE UNDERFLOOR DUCT 1' L SWITCHES MOUNTED II I I F`�' 61-0" A.F.F. FOR CONVEYOR BELT OVENS I ( I 1- u 31 -2M I I I I 0D I 1 1 1-Or- 10' 'C 1 2 { I I I i u I I I I 1-211 � 61 _ 1�� 4 v3" 1-i-- 1 /4 C. 1hkT II {I i- CEILIN I SPACE 1* 12 6VID & U r�_Fl 5' -0" I 2-#12-1�"C. TO FAN CONTROL rw- I 2,�•_ I `�' BOY (MOIINTED ON ROOF ). II 0 II ._ I I 1 0 0 441_ 11 0 (1 II II I 1-#12GNV. & II 2-,#12-V,'C. TO F1-19. - ,- I I -#-12 ANv & I I FAN CONTROL BOX II 2-#12-V2'C. DOWN TO EVAPORATOR II UNIT PROVIDED BY MECHANICAL TRADES it WIRED BY ELECTRICAL. II II II II 1 II �� CONDENSING UNIT LOCATED ON ROOF CONDENSING UNIT CONTROL BOX - 0 I EF-2 100 - 4 HP - I � 01 F1-11113,15 -- .3-*12,111C. TO Fl-2,4,6 LITTLE CAESARS PRER PLAN 1* 12 L,h1P & 2-#12420C. TO FAN CONTROL �r. BOX (MOUNTED ON EXHAUST FAN HOUSING). ANSU1_ UNIT CD I TO ANSUL UNIT TO SWITCH MOUNTED - ON TOP OF RANGE 11001) LOW VOLTAGE INTERLOCK TO`A.C. UNIT #7 (BY MECHANICAL TRADES). 1OOA-3P DISCONNECT SWITCH MOUNTED 6'-O" A,F.F. FOR WATER HEATER. SEE MECHANICAL DRAWINGS FOR EXACT LOCATION OF WATER HEA [Ell. NOTEr THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,, STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OP ALL DEVICES AND EQUIPMENT, MANY DEVIICE, AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS, THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, T13 THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. G Q t .1 )VER/COMMUNICATION POLE COMMUNICATION RECEPTACLE GENERAL PURPOSE- RECEPTACLE 125Y 3W ISOLATED GROUND RECEPTACLE FOR ECR HUBBELL lIG5252 j� CASH REGISTER STAND s.s irro cvcrGu) NOT TO SCALE GENERAL PURPOSE RECEPTACLE ECR RECEPTACLE- . I SCAWHER RECEPTACLE 3 E-5 TO SCANOER SoI TCII- 4" 4" 4' POS COMMUNICATIN RECEPTACLE POYIER/ `COAIAIUPI 1 C AT I ON POLE �-TO SCA �R RECEPTACLE 120V WIRING IN Ile' FLEX MP) PROVIDE END FITTINGS FULL LENGTH DIVIDER TELE-POWER POLES: PnWFR EATI!;RF TELEPHONE OUTLET EL EPHONE OUTLET ANC TEE BAR HANGER 1. ELECTRICAL CONTRACTOR SHALL INSTALL A COMPLETE , (TYPICAL FOR 2) AS REQUIRED. POWER COMPARTMENT SYSTEM OF TELE-POWER POLES AS SHOWN ON THE PLANS. CASH REGISTER RECEPTACLE MOUNTED BELOW COUNTER LOW VOLTAGE 2. FOR USE AT THE FRONT CHECKOUTS A TWO (2) (TYPICAL FOR 2).� COMPARTMENT COMPARTMENT STEEL OR EXTRUDED ALUMINUM POLE MIC WITH CHECKOUT IDENTIFICATION LIGHT SHALL BE MOUNT,WIRING UNDER (BY OTHERS) FURNISHED BY OWNER FOR INSTALLATION BY COUNTER TOP & SUPPORT THE ELECTRICAL CONTRACTOR. WITH BRIDLE RINGS WIREMOLD SERIES '-- ---- - ----_ _ _ _ _ _ _ _ I BLANK POLE OR EQUAL 3. THE OWNER SHALL ALSO FURNISH ALL OTHER DUPLEX RECEPTACLE ' I (NO RECEPTACLES) TELE-POWER POLES FOR THE CASH REGISTER STANDS �,� MOUNTED HORIZONTALLY POWER/COMMUNICATION POLE I AND SERVICE DESK FOR INSTALLATION BY THE UNDER LEDGE.- �, (PAINT TO MATCH WALL) I ELECTRICAL CONTRACTOR. DO NOT INSTALL CHECKOUT , I IDENTIFICATION LIGHT AT SERVICE DESK. TO C-10 12 j4 I 4, THE POLE WILL BE APPROXIMATELY 2�/¢"x21/4."xl4' -5" '4ITH TO CR2- Z (2-#l0 & 1-#10 I TWO COMPARTMENTS OF EQUAL SIZE, REMOVABLE COVERS, GROUND IN CONDUIT) KNOCKOUTS AND TWISTOUTS TO ALLOW THE CONNECTION ' OF FLEXIBLE CONDUIT BELOW THE COUNTER TOP. COMPARTMENT I :r Z =E THE TELE-POWER POLES SHALL NOT HAVE BUILT-IN COMPARTMENT z RECEPTACLES AND SHALL BE WHITE IN COLOR. THE POLE SHALL BE USED AS A RACEWAY TO PROVIDE 12" REMOVABLE � I M POWER AND LOW VOLTAGE COMMUNICATION WIRING AS SHOWN COVER (FIELD ON DRAWINGS. CUSTOMER SERVICE CUT IF CALL BOX OUTLET TO BURGLAR ALARM TERMINAL NECESSARY) I ''� 5.UNOER NO CIRCUMSTANCES SHALL POWER WIRING BE BOX IN CASHIER OFFICE I RUN IN THE SAME COMPARTMENT OF THE POLE AS BURGLAR ALARM SUPERVISORY HUBBELL #4700 FOR (WIRING BY OTHERS) I I I COMMUNICATION CABLE.. UNIT (BY OTHERS) PUBLIC ADDRESS EQUIPMENT (CIRCUIT C-12) SY5TEM I 4 � G,PROVIDE CONDUIT, WIRE AND JUNCTION BOXES ABOVE HUBBELL #5352 FOR BURGLAR ALARM (CICUIT C-I0) ('IRINGIBYAOTTHERS)DDRESS I 6' CEILING FOR THE CONNECTION TO THE TELE-POWER TO TELEPHONE BACKBOARD -' REMOVABLE COVER POLE WITH FLEXIBLE CONDUIT. J-BOX MOUNTED ADJACENT TO BURGLAR ALARM DUPLEX RECEPTACLE TO COMMUNICATIONS CABLE LOOP ` 7.INSTALL OUTLETS AND DEVICES IN CHECKOUT COUNTER, FOR CONNECTION TO LOW VOLTAGE TO CUSTOMER SERVICE KNOCKOUT SERVICE DESK AND CASH REGISTER STANDS AS TRANSFORMER (CIRCUIT C-10) CALL BOX SYSTEM FOUR (4) REQ D INDICATED ON THE DRAWINGS. 4SERVICE DESK PLAN SCALE: I/4 "_ l ' -O" BOOT BASE 5 POKER/COMMUNICATION POLE DETAIL NOT TO SCALE L 16111 & SCANNER SW I 10115 CHECKOUT COUNTER (ECR SYSTIM) I10T TO SCALE NNEY FURL[ SHED iH POWER POLL ISOMETRIC view or POCR POLF MIALLATION. NOT 10 SCALE ------ POWER/COMMUNICATION POLE GENERAL PURPOSE SCANNER RECEPTACLE SHELF , ELECTRONIC CASH REGISTER FURNISHED BY KMART.. SCANNER. SWITCH (HUBBELL #1201) I25V . 3W ISOLAfTEIl GROUND !. ;,;' I - 1 RECEPTACLE FOR ECR F.. t CHECKOUT LIGHT SWITCH (FURNISHED I9UBBELL #IG5262" J o 'WITH POWER POLE) 7 POS COMMUNICATIONS S'W I TCHCRAFT > RECEPTACLES FURNISHED BY KMART, FINAL CONNECTIONS BY ELECTRICAL CONTRACTOR. 125V 3W ISOLATED GROUND RECEPTACLE FOR SCANNER — LOW VOLTAGE -COMMUNICATION HUBBELL #IG4710 WIRING 120 VOLT WIRING FOR SCANNER AND REGISTER RECEPTACLES IN �' FL EX, CONDUIT. 3 SECTION F_-5 NOT TO SCALE TO CR2 (2 #10 & 1 110 GND. IN 1/2"C.) CR2-z TO COMMUNICATION CABLE LOOP TO TELEPHONE BACKBOARD TO 2 OA CKT . CL- i GENERAL PURPOSE RECEPTACLE TO CKT IN PANEL "CL" VIA POWER POLE CASH REGISTER STAND. SEE DTL. #1 THIS SHT TYPICAL JEWELRY COUNTER P0WE_j NOT TO SCALE CHECKOUT COUNTER SEE DLTAIL #? THIS SHtET. .SERVICE DESK PROVIDE WIRING 1N h�PROVID�E WIRIN ;ONDUIT-BELOW SLAB CONDUIT BELOW SLAB CREDIT ` CREDIT PHONE PHONE g� ENLARGED PLAN -CHECKOUT AREA SCALE: �, „_� -0 � 8 I TRI- �] MIRROR L DIE S i�, , A � M E*N o 2®ON 7 7/ 7YLIGHTING �I P- WEL.., H�,-7 --- ' I ALL DRESSING ROOM LIGHTING SEE DETAIL 42/E-6 �-- ------ 'mow - FIXTURES TYPE "DRIP. m"rI FOR TELETRPOIAERPOLE TO TELEPHONE BACKBOARD LIGHTS TO TOP OF DRESS ING7 I NSTALLA IN OUC44 I TO CL-1 r ( FOR CONNECTION ROOM PANELS 10'-0" A.F.F. OF POWER POLE RECEPTACLES) ' date T ROOM. P0NER PLAN � � best, grins✓ Ana aSl�oci�tcs YPICAL DRESSII engineers, Inc. drawn 1628 first avenue north designed )�OT TO A i E-5 st. Petersburg, florida 33713 (813)-822-2335 revised fax (813)-621-3361 job no. J06 N M ER NO. REVISION DATE FLORIDA DESIGN PROFESSIONALS . I N G '01 4° NOTES - AK COUNTY 904/T 8-1100 ( DR SIN r THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, 9 90 WEST HIGHWAY 40, O CAL A. F FLORIDA S U I E 1 9, R L A N D O, FLORIDAL E 2 t 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE ]9. ORLANDO. FLOR32821 407/826-0705 STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION, OF ALL DEVICES AND EQUIPMENT. MANY DEVICE; AND. EQUIPMENT LOcATIONs ARE. ADDITION A N D R E M O D E L L I N G To FOUND ON ARCHITECTURAL FLOOR PLANS' AND ELEVATIONS. K MART STORE NO a 7228 PROFESSIONAL ENGUIEER WHOSE SEAL AND SIGNATURE APPEAR ON THESANFORD, FLORIDA THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS 1 KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES, - 0� � SHEETS I25V DUPLEX. RECEP-A'' WITH JUNCTION SCX mOUNTEL FLUSH WITH LEILIN- TILES iTYP• IDS CLAMP BY CADDY ,r— , I HERS FOR TREE! I CLAMF MUST BE FASTEI BUILDING STEEL (TYP STEEL. (TYP. FOR 2 ) REC7EACTABLE'EXTENS CJRD_REELS (PITH 20 1 POWEt OUTLET EXTENS CDRD RATED AT 125V, 411H EQUIPMENT GROUT AND APPROVAL. PDWER DROPS ARE_ REQUIRED FOR THESE TWO PLATFORMS ONLY 1 RETRACTABLE EXTENSION CORD REELS FOR MIDWAY PLATFORM IN ELECTRONICS AREA - Nr„-, 0 SCAB_ " CONDUIT DROP FROM CEILING (DRILL TOP CAP). ONLY ONE POWER CONDUIT DROP ALLOWED PER FIXTURE (PAINT WHITE), SALES FIXTURE UPRIGHT THIN )VAT.L BOX INSIDE FIXTURE '/ , CUNU(1I 1 DROP FROM CEILING (DRILL 1011 CAP). ONLY ONE POWER CONUUII DROP ALLOWED PER FIXTURE (PAIN[ WH11E). THIN WALL BOX 1115101 FIXTURE ------COVER PLATE COLOR TO MATCH PEGBOARD PLUGMOLD MOUNTED 10 FIXTURE - COLOR TO MAICII PEGBOARD OR AS SPECIFIED ON PLANS. — SALES FIXTURE UPRIGHT ELECTRICAL OUTLET. COVER PLATE TO MATCH PEGBOARD COLOR I — ----- — DROP CONOUIT 10 1301TOM & II RUN HORIZONIAL BELOW TO II NEXT OUTLET IF REOUIREO II II 5 SALE FIXTURE POWER DROPS E-6 NOT 10 SCALE 1. POWER SUPPLY TO ALL FIXTURES SHALL BE FROM CEILING UNLESS OTHERWISE NOTED. R 2. IF FIXTURE REQUIRES MORE THAN ONE CIRCUIT - CONTRACTOR MAY USE POWER POLE. ONLY ONE DROP ALLOWED PER FIXTURE. 3. FLEXIBLE CONDUIT SHALL NOT BE PERMITTED BETWEEN FIXTURES - SEE SPECIFICATIONS. ZO_MMUN POWER I A.P. El OF C ANI SECURE �2"C. FIRMLY Tu BUILDING STEEL, AND CONNECT TO J—BOX. RUN 2 #12 & GND. TO CKT. B—= THREADED ROD TO BUILDING STEEL (TYP.. FOR 2) 2'x 4' TILE CEILING CORD STOPPER PLUG ELECTRONICS AREA MIDWAY PLATFORMS (TYP.- FOR"` .4_1" . POWER/COMMUNICATIONS POLE (WIREMOLD #30TP-4 OR EQUAL) SWITCH FOR DRESSING ROOM LIGHTS TELEPHONE OUTLET ! s" Yrl I I GENERAL PURPOSE RECEPTACLES '�✓ FACTORY FURNISHED IYITH POWER POLE. FITTING ROOMS___SER_VICE COUNTER DETAIL E-6 NOT TO SCALE POWER/COMMUNICATION POLE CASH REGISTER STAND. SEE DTL.#2/E-7. TO CL-1; TO 120V.-6 T. -10 COMMUNICATION CABLE LOOP TO TELEPHONE BACKBOARD--,,,, �— RECEPTACLES FOR i(Ei( CUTTER AND GENERAL USE 'TO 120V. CKT. VIA POWER POLE. --TO C111-tq (2-# 10 & 1-# 10 GND. IN 16"C. ) SPORTING GOODS TYPICAL SPORTING GOODS POER NOT TO SCALE CD CD O w o z z w w �, cv O 4 to --- O LY J .-. pp r__ CO K1 N ^. ti Y O -r O (!� O_ C �- z W L Q tr xt ;t O Y w L- ' Y- O �- � � G O CCD U O O O 00 ;t tt a xc st at i-- �-- �- �-- .--- f- O O = CD O CD O O LN w O O W W O L' _ r L CD O r w?ZOQ O _O m O O O O -L C Y Y `� Y rJ O O O O O O O Y `Z Y Y Y `1 �.: Y C) (_) �- CC ._. .--• w J Vr u.. Q V) U% W J CC O O W W F- �- .�- S L) V V Li � _, -2 0 ui w w w w w w w w :,: _ T W cr cr t ,.._. rJ O� ~ w rs C U O O ? = L-) U V V _ = S S S V V U C_. C., CJ U W w O W Cn Ln l._.: J W = c CI_ C- V Cn C -J COMMUNICATION CONDUIT & CABLE DIAGRAM FOR N, C, R, P, O, S, ELECTRONIC CASH REGISTER SYSTEM (PRISM 7). NO, Nai V_' PRIOR; '�o WORK - ELECTRICAL, CONTRACT02 SI-IALI- VERIF'( JYsTCr-1 WIT'I-I FIELD APPPOVCO J}IOP DR,b""INt,�. hOTEr THIS DRAWING MUST DE WORKED IN CONJUNCTION WITH ARCHITECTURAL STRUCTURAL, ELECTRICAL, PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. OFFICE AREA OFFICE CEILING LEVEL PANDUIT REGISTER WIRING CABINET -FINISH FLOOR, #i2 WIRE MINIMUM LOV VOLTAGE TRANSFORMER FOR 120V 120V /— EDWARDS #599 #14 WIRE MINIMUM �! FOR 24V ONE TRANSFORMER IOA FUSE PER SYSTEM BALL BELL SIGNAL 24V WATCHMAN CALL IN SALES AREA , EDWARDS #1786C AT EDWARDS #340-4G5 24V STORE FRONT 12'-0" A.F.F. 5'-3" UP DOOR SIGNAL EDWARDS #1786C P.B. AT EDWARDS #340-465 ® RECEIVING SERVICE DOOR 10-' 0" A. F. F. 6' -3° UP. h DOOR LATCH #1 h #14 WIRE ?MINIMUM EDWARDS #146-2 �-. P.B. ON 6'-0' CORD DOOR LATCH #2 -fir- (TYP. FOR 3) . GENERAL OFFICE TRANSFORMER SIGNAL BELL, CONDUIT & WIRING BY ELECT. CONTR. DOOR OPENERS BY GEN. CONTR. _4 K MART LOW VOLTAGE SYSTEMS r _-„ N'C' T n S_^ A_ PO4.1EK /COMMUNI GAT 1 ON POLE (TYP.) 1 3/a y C TCLEPHONE ,LACK BY T CLC P HOW F_ COr1PAj\l `e. NO HANDSET REQ' D — EXISTING TELEPHONE BACKBOARD --� 4.... ABOVE BOTTOM OF ROOF BAR JOIST ] 11/, , r n ri +42' +42" +42" AL +7'-6" A.F.F.J v 5' `011 A +3611 6' A. - I rN �l" OI FLUOR 11/4"C. --- TELEPHONE JACK BY TELEPHONE y COMPANY. NO HANDSET REO'D. 0 z a CD _. LU � ►-' CD►— u w Lo ► . �. .� w w w v_ a. CD> CD �c �c CDU_ L W z ei. LL `- It 3--W LU V � CD C) Ll-LLL_ LL LL C-3 Z O w w CD (D C V) Z to U-) _1 C:) C) O o ^Za ZO O L U UJ >-' o U1 Fw- U CG OG Z JI�- _ -r v rt a a� o -.X ct w W Z .¢ a <t � �.._ x .-. >-- to CL L� . Y � C.� [L' O C.7 C)� CL OC CD- >> w v v . cn w ►— s -a cn w w w ZD p Q Z r >- inz- M 3-- w C_> w O _J >- :Z O cn Z a Z Z Z LtJ Ll.! C1Q a- Ln U0 -D U L i t=J V Ol 3 U a- v � a_ LD cwa C-0 U-) I. TERMINATE CONDUITS WITH FIBER BUSHING, DIAGRAM. 2. TERMINATE CONDUITS AT PHONE OUTLETS WITH FIBER BUSHING EXCEPT WHERE TELEPHONE CONDUIT OUTLETS ARE AT WALLS AND CONDUIT IS CONCEALED, THEN TERMINATION SHALL E76 (FOR KMART CORPORATION TELEPHONE/INTERCOM SYSTEM) BE IN A SINGLE -GANG BOX WITH A SINGLE HOLE BUSHED COVER, SEE FLOOR PLAN ON SHEET E-2. - 3, TAG ALL OUTLETS TO INDICATE USAGE, 4. ALL CONDUITS SHALL BE V UNLESS NOTED. 5. IT IS IMPERATIVE THAT ALL TELEPHONE CONDUITS BE INSTALLED WITH PULL WIRE, INSERTION TOOL I ; TERMINAL MARKED "HO' IS NOT AMP P/N 552 /I4-3 TO BE USED FOR A REGISTER LOCATION, "LEAVE EMPTY". INSULATED. DISPLACEMENT__ . END OF WIRE � TERMINALS —� BRAIDED INSULATED FLUSH WITH i I SHIELD CABLE TERMINAL I WIRE FULLY INSERTED #1 #2 #3 #4 — GROUND TERMINAL i BLACk. YELLOW RED BLUE vLIP SLOT (TYP.) �' I SLOT IN 4 / % WIRE WIRE WIRE WIRE TOOL WIRE READY "TO BE SHANK INSERTED. INSERTION METHOD �0= BLUE — BLACK - YELLOW RED — CANNON GROUND WIRE TO BE CONNECTED REGISTER LOCATIONS LABLtOJ-a) IN SERIES TO ALL JUNCTION BOXES. -1 THRU �-lI FINAL CONNECTION TO A SUITABLE GROUND. USE #12 THHN STRANDID WITH LUGS. REGISTER JUNCTION BOX NOT TO SCALE ` STORES WITH NCR 7052 CASH REGISTER SYSTEM (PRISM 7) 1) AN INDIVIDUAL COMMUNICATION CABLE IS TO BE PULLED' FROM THE JUNCTION BOXES rwiroin,, LOCATED IN THE REGISTER WIRING CABINET !GENERAL OFEICt AREA) TO EACH STRAIN RELIEF CLAMP. EXISTING AND NEW REGISTER LOCATION ON THE SALES FLOOR. 2',R-EGISTER JUNCTION BOXES: WRAPPED AROUND CABLE AND (A' NEW CABLES PULLED rOn EXISTING LOCATION WILL TERMINATE ON ITS ORIGINAL CLAMPED TO PROVIDE POSITIVE GROUND LOCATION IN THE JUNCTION BOX. BETWEEN RECEPTACLE BOXES (B) NEW REGISTER LOCATIONS SHOULD BE TERMINATED EVENLY ON EACH JUNCTION BOX. COMMUN. No' Tc; A. G U co Q� a z v or v) Cl- Ca- w w CD wn U) w oc a_ -C LINE OF BAR JO 15 r CEILING .F.F. F. F. ,F.F. A.F.F. F. F. LEVEL `n w o w w ►w- o W C) ED� a CD Q to co .� (n C, C-) C-) X t� w ' CL z Z F- �J O O . -. 0 ?- Q Q -Q �- z o a x 0- Q �a v o APPLIES ONLY IF OFFICE AREA IS BEING REVISED, DEPENDING ON THE SCOPE OF WORK THIS DETAIL MAY BE REQUIRED IN WHOLE;IN PART, JUNCTION BOX - BRACKET IIYPICAL ) (TYPICAL) HUB POWER FROM "CR3' Ii II Ij Ii fJ o� Lj L li ij Lj GROUND SCREW LOCATED ADJACENT TO PORT #11 GROUND WIRE FINAL TERMINATION j IS ON THE COVER SCREW WHIT COMPRESSION LUG. — - — - - 3) JUNCTION BOX TERMINATORS: (A) TO CONNECT THE COMMUNICATION CABLE TO IHE JUNCTION BOX, STRIP 2.5" OF INSULATION OFF THE CABLE. DO NOT DAMAGE THE BRAIDED SHIELD. TRIM THE BRAID TO TIIE LENGTH OF 0.5" AND FOLD BACK THE SHIELD, DRAIN WIRE ONTO TILE BRAIDED SHIELD OR CUT THE WIRE SO THAT IT IS FLUSH TO THE EDGE OF THE BRAIDED SHIELD. (B) POSITION THE BRAIDED SHIELD IN THE CABLE CLAMPS (GROUND CLIPS) MAKING SURF IIIAT THE CLIP COVERS ONLY THE BRAID. (C) TIIF LANDINGS FOR THE P.O.S. CABLF ON THE JUNCTION BOX P.C. BOARD ARF AS FOLLOWS: POST #1 IS BLACK - POST #2 IS YELLOW - POST #3 IS RED - POST #4 IS BLUF. (D) LANDING THE WIRES ON THE POSTS REO(IIRES THE USE OF AN AMP, INC. TOOT: #552714-A. FALIURE TO USE THIS TOOL WILL RESULT IN PERMANENT DAMAGE TO THE P.C. BOARD. THE TOOL CAN BE OBTAINED FROM ENERGY ELECTRIC CABLE AT: 1-(800)-521-6520 013 ANIXTER CABLE AT: 1-(313)-478--3900. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN THIS TOOL. (E) ONCE THE CABLE IS INSERTED IN THE GROUND CLIP, PLACE THE WIRE OVER THE TERMINAL SLOT WITH DIE END OF III[ WIRE FLUSH WITH BACK INSIDE WALL DE IIIL TERMINAL POST. POSITION IHE TOOL ON THE TERMINAL SO IHAT TILE WIRE ENTERS THE SLO I IN THE TOOL SHANK. PRt SS SI RA -I GH T DOWN ON I IIE TOOL IIANUI F (DO NO I T um UNIIL THE TOOL STOP BOTTOMS ON IHE TERMINAL.) REMOVE IIIE IDOL FROM IERMINAL AND REPEAT THIS PROCEDURE FOR ALL IHE REGISTER WIRE TERMINAL POSTS. 4) COMMUNICATION RECEPTACLE WIRING LOCAIED'AT REGISTERS. 5) APPROVED CABLES FOR THE NCR7052 REGISTERS (PRISM 7) ARE AS FOLLOWS: CABLE USED IN CONDUIT NEC 725 2(B) CE11_ING CAT. NO. -PVC PLENUM CABLE CAI, NO.- IFFLON BELDEN 9855 8')855 BRAND REX 16173 1-12819 NOTES: 1. ALL PANELS, SIAITCHES, FUSES, CONDUIT, WIRING, ETC. MUST - BE IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 4 2. VERIFY CAPACITY OF POWER PANEL(S) IN ELECTRIC ROOM FOR ADDITIONAL LOADS FROM ROOF TOP A.C. UNITS. MODIFY PANEL AND PANEL FEEDER SWITCH AND FUSE SIZES, IF REQUIRED, FUR POWER PANEL(S) AND MAIN SWITCHGEAR. 3. NOTE DELETED 1. WIIFRF CONDUIT IS RUN EXPOSED TO WEATHER, RIGID THREADED GALVANIZED HEAVY WALL CONDUIT IS 10 BE USED. 1 3 5. [XI( I-IGILLS AND BATTERY UNITS SHALL BE CONNECTED TO SATES AREA NIGHT 116111 CIRCUIT. G. PROVIDE J-BOX WITH 120V CIRCUIT FOR CONNECTION OF GARUEN SHOP AUTOMATIC OVERHEAD IRRIGATION. CONTROL .;YSIEM ( IF REOUIREO). !. NOTE DELETED R. NOTE DELETED (). NOTE DELETED 11). NOTE DELETED 11. HANDY BOX FOR CONNECTION OF PUBLIC ADDRESS SYSTEM VOLUME CO)H ROL IN GARDEN SHOP (VOLUME CONTROL BY OTHERS). 12. GARDEN SHOP FLOOD LIGHTS SHALL BE WALL MOUNTED 12'-0" A.F.F. To TOP OF FLOOD LIGHT. MAKE PROVISIONS TO SECURE FIXTURES LEVEL TO IRREGULAR BUILDING SURFACES. 13. ELECTRICAL CONTRACTOR SHALL PROVIDE A PREMANUFACTURED, UA-. APPROVED MODULAR WIRING SYSTEM FOR H.I.D. LIGHTING SIMILAR TO MWS BY MF_TALUX OR RELOC BY LITHONIA' 14. PROVIDE SEPARATE NEUTRAL FOR EACH H.I.D. LIGHTING CIRCUIT. 15. CONNECT NO MORE THAN 3800 VA 0 277V FOR H►I►D. LIGHTING CIRCUITS. '16. POWER POLES SHALL BE USED AS A RACEWAY TO PROVIDE POWER AND LOW VOLTAGE COMMUNICATION WIRING AS SHOWN ON DRAWINGS. POWER POLES FURNISHED BY-KMART) INSTALLED BY ELECTRICAL CONTRACTOR► 17. UNDER NO CIRCUMSTANCES SHALL POWER WIRING BE RUN IN THE SAME COMPARTMENT OF THE POLE AS COMMUNICATION CABLE. 18. PROVIDE CONDUIT, WIRE AND JUNCTION BOXES IN JOIST SPACE FOR CONNECTION TO POWER POLE WI111 FLEXIBLE CONDUIT. 19. PUBLIC ADDRESS SYSTEM FURNISHED & INSTALLED UNDER SEPARATE CONTRACT. ELECTRICAL CONTRACTOR SHALL PROVIDE ROUGH -IN AS SHOWN ON PLANS. AMPL IHER i_OCATED IN ELECTRICAL ROOM. LOUD SPEAKERS GARDEN SHOP 8" SPEAKERS LIGHTING FIXTURE SCHEDULE FIXTURE LCCA71ON STYLE MFR. CAT. NO. LAMPS REMARKS GARDEN SHOP 175 4ATT LUMARK KMH55-P016-175-277-TPG- .175 'NATT- 27-P/ HPF 3ALLAST ENCLOSEO FA CANOPY METAL HALIDE OA-Y-3RI�TE KId 404HAT-GEI6-DYW METAL ,LASS OR ACRYLIC REE17L ECTOR HIGH BAY - HUBBEI.l KM1H9 HALIDE 3EE DETAIL $I/TD361E FOR MOUNTING STORE -- ROUND LITHONIA LGH-175-I2RriFFL-NAK�4 175 rtATT RECESSED ,#/GLASS FRONT RECESSEII HALU KM-46215T-55Q-I0202P-TPv MERCURY LENS'ANO CONDUIT CONCEALS. FJ CAPRT K9I4V52-T068-+OY4: VAPOR , RUN CANOPY GUTH 811-512/277 PHOSPHOR 2T/V�BALLASONO(JIT T. . 'PROOF K IRLIN 9905015-TK-277 COATED' •HI-TEK TFL-175H-TA2-NAKU GARDEN WP FLOOD LUMARK KMMVSF-T7-175-GRY-TPG 175• MATT MERCURY MOUNTED ON BUILDING EXTEtR[OR. 12'-'3" A.F.F. TO TOP OF FIXTURE. 277V HPF FENCED AREA LIGHT 0AY-3RITE XMFL117HG-27-E1PSF-0YN VAPOR BALLAST. BLACK FACYORY FINISH. I#IDEI.ITE BM-175-0-277V-Y-MC AIM AT NIGH T- LITHONIA ELU-3-C-►DART 3-12 AUXILIARY LIGHTING UNIT, MOUNT �� GaRD�,I ? LAMP SURE-LITE XKMI600-3-ID-TPG HALOGEN _`TEN 70 30T''.Ga! OF ROOF STEEL. X SHOP BATTERY THOf►1A5 TI-L5MKT-110-3X0-DYN �cALED 277V SER'/ICE. MAINTE?lANCc UNIT CHLORIDE CUFRE-100-0C�HY-3-'/-ELMM BEAM =RE- LEAD CALCIUM EMERG1-LITE LSM-KT-110-3XO 3ATTERY. 4HITE CASE. LITHONIA F2ES1R-277-E_LN-NAKM GaROcN ,r E;t i SURE -LETS '<MEAX-5200-R-'PG DL ;YPc gOUNT AS RECUIRED 3Y _ODr CR SHOP i_ r :GHi -HOMAS T I-�L-3SEX-72R-7YN 7 L J -CCAL �0'/ERN I `!G AUTHOR I7Y . rHLSRICE 3KFL:R-ELMM '4C'IiCE=MERGENC'' 3ATTERY PACX. EMERG 1-_ 1 TE ?!-3SE:(-%2R-12C/277 3A BAR JOIST MODUI All W SFE NOTE } .. 175 WATT ENCLOSED METAL HAI IOE LIGHTING FIXTURE ROOF DECK P3300 Ir'43" W. UNISIRUT CONT. FA9TENEO TO JOIST WITH J BOLTS SAFETY CHAIN FASTENED SECURELY TO UNISTRUT. SEE NOTE #2 THIS DETAIL . GARDEN SHOP LIGHTING FIXT MOUNTING D TAIL NOT TO SCALE NOTES: 1. MOUNTING DIMENSIONS TO CENTERLINE OF FIXTURES SHOWN ARE APPROX. ADJUST AS REQUIRED TO AVOID INTERFERENCE WITH JOISTS, MECH. DIFFUSERS, SPRINKLER SYSTEM PIPING, ETC. 2. SAFETY CHAINS SHALL BE FASTENED TO BOTH BALLAST HOUSING AND REFLECTOR. USE LOCK WASHERS, NUTS AND SAFETY LATCH PER MANUFACTURER'S RECOMMENDATIONS. yANDY BOX '�YITH COVER AND )NE HUBBELL IG-#47I0 TWISTLOCK RECEPTACLE,`: :IRCUITED TO 120 VOLT CIRCUIT AT PANEL•CR2 SW[TCHCRAFT COMMUNICATION RECEPT. WITH SHORTING PLUG. GASKETED STEEL OR HIGH IMPACT PLASTIC BOX FLUSH-MOUNTEO IN CANOPY. MINIMUM SIZE 9"x6"X6" HOFFMAN 40300813 OR SIMILAR. HINGED COVER WITH LOCK EXTERIOR POriER AND- SCALE:1/8"=1'—O" GIN(: UIT �F�or� MADE FIX'rLj A k E IN fit, . VER:IFY EQIJIF"M�NT I�DGATICNI WITH IK-MAr<-t PROJEGI" �� F��Eri-rATIvE. , 0I1 J/�'G, G -i -re 5A �- E -5 PACE J - fox F:�e K GIe 5-TATIe- PRE 7l;%�E.SEE ;7KAWINU� ■Trim®md m u CON J-E ENC 4" CON --GAR SCAL rrrrrrrrrrr■ 4k5A GEI L-I e -rG 24A G I KG FFc'OM FA0 f-�: L YYPICA�. FOi� �HECKOu-r Cc SEE DETAIL. TD 2oAGI0 h'( PANT I E 1,6A�IKCUrr` P1aNck - ' IhJ �til f'rIZ T iO J6 G`,(Tr,KIO T 10 CKI-IT"lill GARDEN SHOP FLOOR PLAN LIGHTING. SCALE:1/8'=1'-0" j�. COMMUNICATIM OUTLET BOX ,• Nor 1-0 scar_ n best, griner and associates date q -> 7 - 41 engineers, Inc. drawn I] . r-1 1626 first avenue north designed A f-� H st. Petersburg, florida 33713 revised (813)-822-2335 fax (813)-821-3361 job no. r 2 rmff .., i JOB NUMBS' N0. REVISION DATE FL OR I DA DESIGN PROFESS I ON A� S . I N C 90y114. �___ NOTEi i 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 RAWN 8Y 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO. FLORIDA 32821 407/826-0705 l�l _ � THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, A oA LUMBIN MECHANICAL, AND ALL APPROVED STRUCTURAL, ELECTRICAL, P G, L, AND PROPER LOCATION OF ALL T O l f( I4 SHOP DRAWINGS TO INSURE ENACT ADDITION AND REMODELLING ` NI �� DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND [IN ARCHITECTURAL. FLOOR PLANS AND ELEVATIONS. K M ART ST ORE N 0 n 7228 �f { i ` THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON SANFORD. FLORIDA (I L SWEETS THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF MIS II _. KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. FIXTURE SCHEDULE _X7URE L'JCA,IJN -AMPS r C AUTO 2 LAMF LTTHONIA �„-%�6-ES-NAKM F96T12/ 425mA 277',''. BULL LIGHT OL'TPUIT �rRv Cy_ INDUSTRIAL FLUORESCENT METALUX KMIA-296-`E3-TPG C'rV/VYM (60W) LENERGY SAVING BALLASTS' ANO . S rMME ; R ICAL APERTURED REFLECTOR. 51 AUTNAKM � LAMP L I THONi A LA-248-ES-, F 48T 12/ Tyr SER� 1 INDUSTRIAL FLUORESCENT METALUX KMIA-248-LLE3-TP6 CNt/�1�( SAFE AS 'S' (30W) (120V. WHEN NOTED ON PLAN) AUTO 1 LAMP LITHONIA LA-196-ES-NAKU F96T12/ S2 SERVICE INDUSTRIAL FLUORESCENT METALUX LE - KMIA-196 x-T r . P� Cw/WM (60w ) SAME AS 'S" OFFICE AQEAS q L6�t1P 2' xq' LITHOWIA 25PG-gA0-4,12-277- WAKM METALLJX KM2ZxS-490A-277V-LE3 TPA FAD hl%RS/WM �3 430mA 277Y FULL LI(AH-r0L)rF`UT ENERGY S4,vi IG BAUAST WITI� RECESSED DAYBRITE KMSG24441F502D-ESB-DYN W) ACRYLIC PRI5t'1A.1-1(_ L NS ON 1=LLI5 FLUORESCE 6OLUMBIA9P52t4-52-27?-ESB-ELh1M TEFL DOOR PRA,ME,.(RE�2a.A.S.C.i4APIP, �Gc ,R t LJF,c ,rrtvL,:.r. vN r-3 f-CJR TYf E __T " -X ) If •Xl SPECIAL -OUTLET SCHEDULE NC> TO �`v� S= E.AK 'ni cINC YCLT 0 SE_NOTE FA�.EL CKT. S:7r FOLE NQ. SIEE COND. I NH;-_ SA`AN�,�', T S.: 0.: C ?n 73 i 2 208 3 ^ 2 vUNCT1ON 60X T 30 2 2 10 208 1 #1 3 JUNCrION BOX T 20,L2 30 2 2 10 208 1 #1 4 JUNCTION BOX T , 2 426 30 2 2 10 � .208 1 # .1 5 JUNCTION BOX T 28,30 30 2 2 10 208 1 #1 6 7 JUNCTION BOX 'JUNCTION BOX T T 32,34 36, 38 30 30 2 2 - 2 2 10 10 208 208• 1 1 #1 #1 8 JUNCTION BOX T 40,42 30 2 2 '10 208 1 #1 !NV I t_1:) : I. h'10LJNT JUIJCT iON eox TO BCrr-rc)H O;7 BUILpiw4 S'rEEL.(1✓0R 60WWEC7FI0W OF LIFT EQUIPHE1 TT 2. PR0`VIDE 20A. -SP. RECEPTACLE. PANELBORD DESIGNATION T LOCATION Auto Center 120 /2,,-,8 VDLTS 3 PH. 4 WIRE SLID NEUTRAL MOUNTING, FLUSH SURFACE X 225_____ AMPRE BUS 225 AMPERE MAIN LtGS FED FROM, TOP X BOTTOM AMPRE INT.CAP, SPECIAL CKT KVA DESCRIPTION A B C DESCRIPTION KVA CKT NO. i^1 r 1 NO. 1 `,'oil. Room Ltgs EWC 1.0 0.3 & PAh . Fan n 3 1.0 EWC 2.0 2.0 %1 Vend. Mach 1.0 4 5 1.0 Off. Pecep's. Lib' MOB' 6 /'� 1.1 20 3 Det. Cont. Unit 1.0 7 0.6 PE-15 Spec. Outlet #1 8 I Wheel Balancer 0.5 9 1.0 Batt. Charger 3 �113 0.5 10 11 2.1 Air Coup. 1 2.6 go0.5 12 1 13 2.1 It I 2 9 Rad . Panel-1 0.8 14 15 2.1 . " ti-N J.B. #2 2.0 16 17 1.0 (2)120V Pecep. n 3.0 2 Car Lift 2.0 18 19 0.6 (3)120V. Recep. I J.B. #3 2.0 20 21 0.4 (2)1LOV.Pecep. 3 2.4 �i2 r�l 2.7 , 1 Car Lift 2.0 22 23 0.7 PE-14 J.B. #4 2.0 2� 0/ 25 0.7 Car Lift 2.0 26 27 0.7 " 30/3 2.7 t J.B. #5 2.0 28 �1`1 29 1.7 AC-16 3.7 Car Lift 2.0 30 �1 �2 31 1.7 " .__ 1 J.B. #6 2.0 32 33 - Sp are � �? Car Lift 2.0 34 35 - „ 2.0 J.B. 47 2.0 36 37 - �1 M Car Lift 2.0 38 39 - ,. I a.B. #8 2.0 40 41 - 2' 0 Car Lift 2.0 �_2 „ KVA SUB TOTALS [16. 3 16. 71 T DEMAND FACTOR • 8 [�CO�N LOAD KVA 51 •U DEMAND LOAD KVA40. 8 DEMAND AMPERES 113. ALL BREA?UM ARE 20A.-1P UNLESS NOTED. IN THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL,, STRUCTURAL,, ELECTRICAL,, PLUMBING, MECHANICAL,, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT. MANY DEVICE AND EQUIPMENT L13CAT113NS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. C,C�NNEC'r T c-)ECt RtTy cl�L�atT(T� Rr= LO�AT � D G'�MOLi:.I-IE A Lrf"G G IFZ G. 1-1 -Z PANELBORD DESIGNATION >gr LOCATION Auto Center 277/480VOLTS 3� PH,4 WIRE SOLID NEUTRAL MOUNTING, FLUSH ,SURFACE X 225 AMPRE BUS 225 AMPERE MAIN LLUS FED FROM, TOP X BOTTOM AMPRE INT.CAP. SPECIAL CKT NO. KVA DESCRIPTION A B C DESCRIPTION KVA CKT NO, I 2.6 Auto Center Carden Shop Li hts 5.8 4 � 7 2.2 Lights 3.2 2 3 2.1 It 2.6 4 5 _ 1. 5 0.7 6 30/3 40/3 11.3 � 7 4.5 EIRH-1 Carden Shop 8 ACU-14 6.8 9 " 4.5 1 11.3 6.8 10 11 4.5. 30/3 40 / 3 - 10.11 „ 6.8 12 13 4.5 E1Rfi- 2 Garden Shop 1 f AC U-1 5.6 15 4.5 '� - . i'1 I 10.11 " 16 5.6 17 4.5 -30/3 10. 20/3 " 5.6 18 19 4.5 E1RH-3 6.7 EMU-1 Fan 2.2 20 21 4.5 6.7 2.2 22 23 4.5 �30/3 6.7 T '• 5 2.2 24 25 4.5 E1RH-4 Spare - 26 >� 27 4.5 �� I 4. 5 _ 28 n 29 4.5 " - -- 30 31 �. Space Space - 32 33 --- _. 34 35 - - 36 37 - 38 " 40 n � „ 2 KVA SUB TOTALS 3888..4 37.3 34.81 DEMAND FACTOR 1-0 CONN'D LOAD KVA U2, _ DEMAND LOAD KVA 132.6 DEMAND AMPERES 159 ALL BRL'AFFR ARE 20A.-1P UNLESS NCFED. AUTO SERVICE CENTER LIGHTING PLAN SCALE:1 /8"=1' -0" SPECIFICATION NOTES: 1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH KMART_ STANDARD CRITERIA SPECIFICATIONS- AS APPLICABLE. 2. PERFORM ALL WORK REQUIRED TO PUT ALL SYSTEMS INDI"CATER IN FULL OPERATING CONDITION SUBJECT TO -FINAL APPROVAL OF KMART CORPORATION. , 3. COMPLY WITH ALL CODES AND REGULATIONS APPLICABLE TO THIS WORK. NO. I REVISION FACADE TYPE "T" FIXTURES MOUNTED ON PIERS. cat. 22 ®o z l_ �� ly Z z: tj t o, ,o t t ;tL►NL1 LAIZOt�1 M�7Nt�Xtri F02�.1G,T-3 U R(4 LA R O 12E7' EC-fC%xZ CUt,-J r !Zot_ r0k V Ckif2tr / UNiT. I-1k,HINC T-4 I• ?>A WAITlt-,J4 RWrl N A� -ib-16 7A _Zoe/I � _ G X ! �T •L, t i t.:� �.,' '!� r-1r„ i,. ; SpA�c - i I CC7t--IPR. 4 ;j I• , ; 3E T-5 14 N�' -ZO"V3 ATE E t. �✓ ' I T- I � FUG.: E ►�1 / � T �2 _ _--- � - I c I-i�1"ys��2.` I r I 1 I%b I-IF'-121.}/i 3 I -F A-- ivir YT �A �� _ ► - --- -� ICI PAfJEL T F'IJSt-tE11 T T Or•1 -1 rT-21 I I I. j F -1 • 4-- 1. L �t::; 1 i l E�fr I I t I WF' i aA -- W� J NT=I��15i17 13, K I.kJ !-�dU/� - I I-f 5-rAL L UHli`USrriL i phi, I n I V��% sj�DUir1TE� I'L'-a'`AEI� I -r--2 2-7,i2`t I C(_ PT�Gf iza AT, 3 r?. ) .v r-I 2COI: - F. T-17 I i t� I i I I I _ • r _ L-! >3 ?Ar a I ! I I I AUTO SERVIC-E-CENTER - POWER PLAN SCALE:1/8 =1'-0" RUN _2NCUi1` vVEiiIHEAD tliTH CIRCUITS FACACE LIGHTS. STEEL JOIST FIXTURES SECURED TO .GOOF JOISTS INITH AUXILLIARY HANGERS: V" STEEL ROOS 4' -ap CABLER 1'-0° 0 c LJ_ L ... cn z U. c SECTION E-� SCALE: I/4 _ J, DOOR TRACK FLUORESCENT FIXTURES SEE SCHEDULE.. RDOF -� STEEL JOI ST L!N I S i RUfi wim I NG NC WE R CROUSE-W 1 WS OEFH-221 F L E 'X, I BL E F I X I URE HANGER. Y.1' RIGID CmUI T CRME --111 h41S I'F52 CAST' 12EYICE BOX, 4166£ L L 05252 DUPLEX RECEPTACLE WC -H US735 COYER MG,1NT1fJG FIT.IGHT 7'-0" A.I=-.F. SUSP[NDL0.,:RE'CEPTACLE` c-e- sc,Lcii bent, griner and associates date-2-r_i engineers, Inc. drawn W,J 1 J, 1628 first avenue north designed /+ i �► st. petersburg, Florida 33713 revised (813)-822-2335 fax (813)-821-3361 job no. DATE JOB!INUI_R"LORIDA DESIGN PROFESSIONALS INC 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 11- -DAWN 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO. FLORIDA 32821 407/826-0705� ADDITION AND REMODELLING TO K MART STORE NO o 7228 SANFORD. FLORIDA I 1 OF SHEETS A;U -1 W NBC W Fit r,"1299 ELECTRICAL LOAD ANALYSIS DELETED LOAD: 93 KW PNLS 'K' & 'K1' CAFETERIA 20 DELI 14 PNL 'CR2' CASH REGISTERS 22 GARDEN CENTER & HEAT 96 AUTO CENTER & HEAT 30 PNL. 'F' 275 KW TOTAL DELETED LOAD NEW LOAD: 29 KW PNL. "HC" SALES LTG.-23 KW X 1.25 23 PNL. "CL" CORNICE & DISPLAY LTG.-18 KW X 1.25 18 PNL. "C" RECEPTACLES 11 PNL. "CR2" CASH REGISTERS 27 PNL. 'IF" LITTLE CAESAR'S 44 PNL. "Fl" LITTLE CAESAR'S 41 PNL. 'IT" AUTO CENTER RECEPTACLES 210 PNL. "HT" & "PP3" BEATING (280 KW X 75%) 403 KW TOTAL NEW LOAD -275 LESS DELETED LOAD 128 KW TOTAL REVISED LOAD 540 KW PLUS EXISTING HIGHEST DEMAND 432 KW X 1.25 (PER NEC 220.35) 668 KW TOTAL LOAD 786 KVA AT 85% POWER FACTOR 944 AMPS AT 277/4809V.-3PH.-4W. A. 1200A. EXISTING MAIN SWITCH IS ADEQUATE. B. THREE (3) SETS OF 4 #500 MCM-THW SERVICE ENTRANCE CONDUCTORS ARE ADEQUATE. PANELBORD DESIGNATIUN CR2 LOCATION NEXT 'FO MAIN ENTRANCE 120/,208 VOLTS 3 PH.5 WIRE SOLID NEUTRAL MOUNTING, FLUSH X SURFACE_ 100 AMPRE BUS 100 AMPERE MAINLY FED FROM, TOP X BOTTOM NEUTRAL GROUND BAR AND SEPARATE AMPRE INT.CAP. SPECIAL FSQLATED C'RQM BAR CKT KVA DESCRIPTION A B C DESCRIPTION KVA CKT N0, NO NO, � i1 - 2.4 1 1.2 Checkouts I "' Service Desk 2 it 1.8 f C. R. 2 1.2 3 1 2 3 4- Jewelry Counter 4 n � 1.8 '" 1.8 n n 1.8 _/�1 C.R. 6 5 1.2 sport. Goods C.R. .6 6 7 1.2 Card.Shop C.R. .6 8 9 1.2 " a10 •6 lU 11 1.2 11 12 Pharmacy C.R. .6 12 13 12 Little Caesars PhanTiacy 14 C.R. (2) t, EGTR•O�i IGS 15 .6 Auto Serv. Ctr. - n 12 n n I` Its-r:��it�iISM 1.2 16 17 Spare 5 PA K 1.2 18 19 - " 20 21 Space Space 22 23 24 25 - �� 2 6 27 " ,. 28 29 " _ 30 31 32 33 34 35 36 37 3>3 39 n n 40 0 - 41 2 KVA SUB TOTALS[' -}-> DEMAND FACTOR .8 CONN'D LOAD KVA tb. L DEMAND LOAD KVA 11.1 DEMAND AMPERES 31 ALL, BREAKERS ARE 20A-1P UNLESS NOTED. NOTE, THIS DRAWING MUST BE WORKED IN CONJUNCTION WITH ARCHITECTURAL, STRUCTURAL,, ELECTRICAL, PLUMBING, MECHANICAL, AND ALL APPROVED SHOP DRAWINGS TO INSURE EXACT AND PROPER LOCATION OF ALL DEVICES AND EQUIPMENT, MANY DEVICE AND EQUIPMENT LOCATIONS ARE FOUND ON ARCHITECTURAL FLOOR PLANS AND ELEVATIONS. THE PROFESSIONAL ENGINEER WHOSE SEAL AND SIGNATURE APPEAR ON THIS DRAWING, DOES HEREBY CERTIFY THAT, TO THE BEST OF HIS KNOWLEDGE, THE DESIGN CONTAINED HEREIN COMPLIES WITH ALL CODES. I I I I I 12 /-��0 WP I� PP 3 P�- 0 G0 AaoR Hew NEW NerW N W NEI.J llF;'p FA N ,IS p �•� F-I F GL 277/-1 D r2(21 � 1 I2012p9 12Vf2c9 FoeMAL-Y KAN9L"K'I I2oIsCd 2?'l�4do ELECTRICAL RISER N.T.S. NEW PANEL 11PP3" (amcc) SQUARE D SWITCHBOARD 277/480 V.-3PH-4W-S/N.-400A. LUGS. 4-100/3 ACU-8, 9, 10, 12 1-150-3 EMAU-1 1-100-3 PIZZA OVENS -10 00 -3 NEW PANEL "SDP2" (QN F,) SQUARE D 120/208V.-3PH-4W-S/N.-600A. LUGS. 1-150/3 PANEL "CL" 1-200/3 PANEL 'T' 2-200/3 PANELS 'F' & 'F1' 2.-1 oa/J �K14G ES NOTE 1. PANEL FEEDER SIZES BASED ON AL-U ► MUM WIRE SHALL BE USED. 2. STORE EQUIPPED WITH A MICRO PROCESSOR CONTROLLED ENERGY MANAGEMENT SYSTEM IS INTENDED TO CONTROL LIGHTING AND HVAC. THE SCOPE OF MODIFICATION TO THE ENERGY MANAGEMENT SYSTEM SHALL BE ESTABLISHED THROUGH THE PROJECT REPRESENTATIVE. 3. WHERE FEED TO EXISTING PANEL IS UNDERGROUND PROVIDE GALVANIZED STEEL BOX MOUNT FLUSH IN FLOOR AND BXTEND WIRING TO RELOCATED PANEL, OVERHEAD. 4. NEW PANELS SHALL BE IITYPE AQ", 120/208 VOLT AND "TYPE AE" 277/480 VOLT, BY G.E., 0KMUA4.,--, mF-.At�L BUSSING TO BE 98% CONDUCTIVITY COPPER. PANELBORD DESIGNATION C LOCATION s r>>►,ra;`+�=t. 120 208 VOLTS 3 PH-4 WIRE SOLID NEUTRAL MOUNTING, FLUSH x SURFACE- 225 AMPRE BUS 225 AMPERE MAIN LUGS FED FROM, TOP X BOTTOM AMPRE INT,CAP. SPECIAL NUT KVA DESCRIPTION A B C DESCRIPTION KVA CKT NO, 11 Sales Area Phzrilti-tcy 2 1 .8 Gen'l. Recep. - 1.4 2.4 Blood Pr ss. .6 Pharmacy 4 3 1.2 /--N /l Plug Nbld 1.2 Pharmacy 6 5 -1.2 2.1 r-1 Water 14-,if-pr 7 Checkout Pharmcy 8 1.2 . RecPotacl s 1.8 i1 Sun Puri .9 9 1.2 �� Serv. Desk 10 /�l � ` 1.8 /-1 1.8 >� Burglar Alarm .6 11 1.2 ervice es P.A. Equip. .6 12 13 1.2 " Service Desk 's. 14 40 /�i 2.2 / j l Rece 3 .6 Card. Slop Pharmacy 16 15 .2 AC Unit Rec. ACU-13 2.0 17 .2 Stat.Press.Device- 2.2 _11 r 1.4 2.0 18 19 .2 Gard. Shop i NSc;n ew 1. 2 2 0 Irr ig . control 1.8 Card. Stop 1.2 22 21 Elec.Door r. /�l 1.2 �1 If 23 1.2 Card. Shop Spare 2 4 Check Out Recep. n � 25 Spare If 2 6 27 28 29 " " 30 31 Space f1 Space 32 • 33 34 35 36 37 If38 39 , �, 40 41 2 KVA SUB TOTALS[. 7 8. 217.1 DEMAND FACTOR .8 CONN'D LOAD KVA 22.6 DEMAND LOAD KVA 18.1 DEMAND AMPERES 50 ALL BREAKERS ARE 20A-1P UNLESS NOTED. 0 Al 1 N/ r/dhlGI JV11 PANELBORD DESIGNATION CL LOCATION RECIVING CORRIDOR e 120 208 VOLTS 3 PH, 4 WIRE SOLID NEUTRAL MOUNTING, FLUSH SURFACE X 771; AMPRE BUS _ _22; AMPERE MAIN LUGS FED FROM, TOP x BOTTOM AMPRE INT,CAP, SPECIAL coNrmm;r, BY 150A. CONTRACTOR COT KVA DESCRIPTION A B C DESCRIPTION KVA COT NO, NO. n 2.4 - 2.4 4 �i 1 1.2 Apparel Cards 1.2 2 3 1.2 Iiipact 1.2 4 5 -1.2 1.2 6 Lair Displayer 8 7 1.2 2.4 � 2.4 n Tract 1.2 9 'track Light " 1.2 10 1.2 Display n 2.4 11 1.2 Lighting Display 1.2 12 Convenience Jewelry Counter 14 13 1.2 Lighting Display /-1 1.0 Recep. 1.2 Sporting Goods.,- Dressing Rm 16 15 .6 Counter n I '4 1,4 RecVL2taQlPs (2) 17 spare �y 1"�/a. GOV E ► , 4 18 19 .4- 20 n 1.4 n " !. 4 22 21 Ii 23 SOAK E 24 n � 26 27 28 29 Space Space 30 If 32 31 33 _ - 34 35 36 37 1, --- � n 38 39 - 40 ^ 41 " If 02 KVA SUB TOTALS -3.6 DEMAND FACTOR 1.0 [C:OjN'D LOAD KVA' •r' DEMAND LOAD KVA17.8 DEMAND AMPERES 50 ALL BREAKERS ARE 20A-1P UNLESS NOTED. FDA SIGM G11 ITS NEW N E kl �I kl 6442 12912a9 120 20� / 12�I/2�f� RISER NOTES G4 #500 MCM-THHN, 3 1/2" EMT. CONNECT TO LOAD SIDE OF EXISTING 1200A. MAIN SWITCH. t�•i 4 #3/0-THHN IN 2 1/2" EMT. CONNECT TO EXISTING SPARE 200/3 SWITCH (FUSE AT 200A.) IN PNL. "MSB2"- O3 #10-THHN, 1/2" EMT. CONNECT TO SPARE 30/3 SWITCH (FUSED AT 25A.) IN PNL. "MSB211. n 4 #2/0-THHN, 2" EMT. BASED ON 2% V.D. - CONNECT `1'O EXISTING ~/ SPARE 100/3 SWITCH . (FUSE AT 100A._ IN PNL. "SDP1" . 5�. 2-3" WITH 4 #300 MCM-THHN IN EACH. CONNECT TO PNL. "SDP1" MAIN BUS. 4 #3-THHN, 1 1/411 EMT. CONNECT TO EXISTING 100/3 SWITCH �-/ (FUSE AT 100A.) IN PNL. "PP111. 7O• 4 #2/0-THHN, 2" EMT. 4 #300 MCM-THHN, 3" EMT. BASED ON 2% V.D. 4 #1/0-THHN, 2" EMT. 2-211 EMT WITH 4 #1/0-THHN IN EACH. BASED ON 2% V.D. 4 #1-THHN, 1 1/211 EMT. CONNECT TO EXISTING PNL. 'F' FEED. PNL. ID" REPLACES EXISTING DELETED PNL. "F". 12l 4 #3-THHN, 1 1/411 EMT. CONNECT TO EXISTING DELETED PNL. �-/ "CR2" FEED. 4 #1/0-THHN, 2" EMT. 14 TYPICAL FOR 4: 100/3-WP-DISC. SWITCHES FUSED IN ACCORDANCE WITH UNIT NAMEPLATE RATINGS. 15 30/3-WP-DISC. SWITCH FUSED AS DIRECTED IN NOTE #14. 16 200/2-WP-DIS. SWITCH FUSED AS DIRECTED IN NOTE #14. ALL BREAKERS ARE 20A-lP UNLESS NOTED. f best, griner and associates date , engineers, Inc. drawn 1628 first avenue north designed AF' st. Petersburg, florida 33713 revised -- (813)-822-2335 - - G fax (813)-821-3381 job no. 16' UH UNUI�-R NO. REVISION DATE FLO I R I DA DES I GN PROFESS I ON A L S. I N C,fr 5190 WEST HIGHWAY 40, OCALA, FLORIDA 32675 904/854-3300 LAKE COUNTY 904/728-1100 D��AWN 9421 SOUTH ORANGE BLOSSOM TRAIL SUITE 19. ORLANDO, FLORIDA 32821 407/826-0705 f I D A (, - ADDITION AND REMODELLINrr � G TO ��-="�, - -- i i K MART STORE NO 7228 :s1 SANFORD. FLORIDA I � • 7W A k