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'a' :Y ,Za .,r. br^ / ^- - f ey ..Nv b o�;,A.,.;•.,, '� ',# , IMPROVEMENTS ARE NOT IN PLACE. _...f ,:/ p _!: i / ......y, , r i f• , .., ^y .,s ,.t. ..-s Y:, ��� . •- ., �i 1 ''f R"' ^ , 7r �X' l q _d; x` � .,. x" , F' ;% 11/i l s ,/„?',.44,.'-,.r,•y" i {.,/t,d; lt.Sti ,1,i. :.r -... r.,S.... ,.: :' > s'* �.: / !, 5 i s i �fy/ ,q sr ,ri .,.,�9� /f rr - r.^, ��`� ,._ ...- a.o^.::.. 4 i�' ^>. , ,+r'"'� \\\\ iy TRANSPORTATION 9 y , ,,; ,, ...: 4 - \\\ R. Q ZONE 4F. / p; ". i, f S 00 03 45 E i i US 17 92 POINTS OF ACCESS r ,Gr /r,y lY 72 i` ,, r m _..,1. n-�_ ,".7:2xY, �,7%,hh,4:, 1 ! e. �...,/-a \\ S r.' ,' r , if ,f' t 44 r i ,.., , , ;'/ .t, i';" � �... `fin. f s , �' 24- ' " �, as s 0 # - UC POP. RIGHT IN RIGHT UT s / CONSTRUCT R „ � ,:• . f ,.' ,,,;; �, ' s � �: f � f' ';;�. t ' t Y LO T 8 ' � ZONING• R 1A / :: - - - 3 EXISTTI�G DRIVEiMAYS ,,,;, .>> .; : ;' / � <, ' • .._.. ', Y';4 ,� 1� 2 0060 DELETE �` .. , r ,t :' ef. r', ! '' ,f:, 67 i < tr/ { , r FOOT PERMIT REQUIRED \ SEMINOLE BCC � � I ' '' r r tf 4.4FJvdu \ ( O .ir' , ,,\\ \\/.'\\ , ; / i.`5 ,% i 3f✓ r >y r .,y>r f ryl�``• ,> f ?� } / w --•-----'-----•--•---- ` LOT 4 - �\'\.�` . ,, ,.' ,,: \ � t ,_ '-if , / t �z � l iy ;s l' . '.3 . ; •n (�- • ?�3 f � W `d- Q t• r '`f <C`�) � . < ir 'jam / ' j � �' f R f .-� '�_ •'t ^ i I k O O I (� SHOPPING LOT 7 �- r q Sri I ZONING: R-1A W CENTER t4-eo-30-Sot-OSo0-0070 ZONING. GC-2 r STABILIZED ACCESS i1 I 0 STAGY FU ST N C� �4 11-20-30-502-0000-0010 ,. /�f' sr '' \ 4'?-:.... _. ----- ' c PARTNERS, LP ._ _ _ ........ v PAUL H. LILJESTRANO PA i" r • i 7.., E , N' 89'154 47 E_ 3 0 , r � ;• / .r .. /, „! ;: ,. .'"`a .''. t ,. r a !, .b�. ,4,Js;�.>'l/' X /'d 4 ,,,.. .� •-I _. _.. .,,_ � W l ,.. .{' , , _\ _ •,i,_ _,_, Gaya:';-W-,_,.i,_ - - -•-, -,-,-,,_ V/ { .> :r' i_ , _ _ ' - • - - ' - . _ • _ • _ , _ • _ - - - - - - - - • �^ ...},,,..., . C-DIiO NS'" 4; fi v ' - - \ — —-f0-$E-T$ACK-LINE ^- n ._ { 'r, , ' I v < q o � m / , r .. ' r -�lT ; � t r(q{ r $ . J"_ •} t ... , .._. -._ .. .,.r!. •r" ^✓- ' t.4 r° - • q. n 4, _ , r H EJ$ �P1 Yz I Yi ,S,f t LOT i I O 4 p Q W EXIST ACC i I r` ° 6 % 25 =10' _SE784CK LINE s r. �rii'` O O O Q) r .. S � r ' s 2 03 38' - TION CHECK 4r ' 'o t . l�ry �, v ZONING: R-,A /// t n , r , � � I LOT 6 CASHING f r>' i %i N 89'54'49" E 280.00' I%us 14-1: 30=501-OS00-0060 ZONING: GC-2 / ' "/ ' ' ; , " ' i �> HA:RRIET E. YOUNG -30-502-ODOo-002D S 89 54 47 W 280.00 D&M r i ECK CASHING SERV., INC. #' it h\ if i-ij -- -- -- -- -- -- -- -- .lY. hn ! / , .J l ✓� ,_/_ �. A f 1 I ( / j L ' i o J Cc,b/ -� t, r, 1 W t------ i , 5; i- f. , ;r {.rl / ' .t f J..• Y4i { <..rti J�. ;V� _ ' I{ LOT 5 ZONING: R-1A 4 t, 4 SEMINOLE COUNTY TRACT i on 14-20-30-501-OSOO-0050 {{ : b '` ' i, i/ ~ — — — — — o ; i of GARY R,1 & MARDELL GONTERMAN S L - - - - - r i i N LES i" NOT INCLUDED- q i V) NOT PLATTED I 7 r� !i' ? - i ,6 'r r LOT { / / i �� PARCEL14-20-30-300-006A-0000r- 4A9o. OWNER: SEMINOLE BCC ; col I LOT 4 / �q STORMWATER I C) o ti br, DETENTION AREA z s` cnv51 i I ZONING: R-lA +/ // % i ! i 17 i BAR BARA �AGKSON 1& ROBERTO WELCH 41 fl /r t s n / WALGREENS , 1 ----- — — — — — — — — -- — ' „I! , ,: >, '„ ;� � - � i't ,y' i � --•-•-•-•-.-•-•-•-•-•-•-•-•-•-•-•_ _.� I PROJECT DATA • ._ I , 9.95' MEAS S 89'54'47_ W 280.00' DESC- - _________ ----- 7 75 SF , ! /. f ' %' / , f ' _.........r•n �.,..•„-..,..,-,z..,,7n..-..-.e-+._.s^r-y.s=s=a.:-*nar.-.m.-s,..�,.,--sx. -_ .. .. m,-^•,e- -.'A, - .. _ s->sv-.>•n-,r+.,,.».e _ . [� . f- I� i • - 77 r 4%S - ,r i - ___________.___----� _.____________ r � rLOT 3 TOTAL AREA: 4 4 3 ; _ __________- _----------Z- x>� �.�.:r�_, sad'_ ____-___. --I ON -1A GC-2 i 14-20 30 5D1 ROSOO-0030 EXISTING ZONING: t. ' , ,?, r � ,' : ,� , Y A. TURNER ," r . f I_--___...__-.----r_--_-------------------.------_-------------._-------_.---------_--__ II ; BILL ,-_ FUTURE ZONING:GC EX. RE7EN770N //, {•'' 1'r.i,y_ ,. `'. ! EXISTING LAND USE: VACANT/COMMERCIAL ,' /, 4, , i;Y A , ' ..--,---.-..-.--_..._-------_--.-----.---------_... .... .-..__..._.-.—_.... .-.... ___.--. .....- ._.. .-__._,.._. x q � �-., i FUTURE LAND USE: i � COMMERCIAL j k , ,:`lb ;` ---------- C:_-,Z —H ING!GUL ; RETAIL DRUG STORE �� I I PROPOSED BUILDING USE: 14-20-30-3DO-0070-0000 o.3500F.A.R. ALLOWABLE: GLOBAL CAPITAL SOLUTIONS 0.0982F.A.R. PROVIDED: STORM �� POINT OF DISCHARGE OVERALL ' CONSTRUCT WET DETENTION AREA BUILDING SETBACKS REQUIRED: s STa1RWMO/FOOT DRAINAGE PERMITS REQUIRED U,S. HIGHWAY 17&92: 25 FEET FROM R/W OR 140' FROM C/L PROJECT DATA I 50 FEET FROM R/W OR 130' FROM C/L z, LAKE MARY BOULEVARD: ! SOUTH: 10 FEET TOTAL AREA: 242,433 S.F. 5.57 ACRESWE S ' 10 FEET EXISTING ZONING: GC-2 � YJ ' ' y , ' EXISTING LAND USE: VACANT/GAS STATION ! MAXIMUM BUILDING HEIGHT: 35 FEET 4 jh Y r j ;' " PROPOSED LAND USE: COMMERCIAL I PROPOSED BUILDING HEIGHT: 32 FEET S %' ; ` it LOT BREAKDOWN: TOTAL LOT 1 LOT 2 LOT 3 LOT 4 LOT 5, BUFFERS REQUIRED: NONE, (TREE PLANTING ADJACENT TO RIGHT OF WAY ONLY) if - ,i AREA: 242,433 S.F. 74,475 S.F. 57,716 S.F. 50,920 S.F. 44,212 S.F. 15,110 $,F. PARKING REQUIRED: 1 SPACE/too S.F. = 72.45 SPACES MAX. BLDG: 80,536 S.F. (33.2%) 26,066 S.F. (35.0%) 20,201 S.F. (35.0%) 17,822 S.F. (35.0%) 15,474 S.F. (35.0%) 1,000 SF. (06.6%) . , � PARKING PROVIDED:. 68 - 1 o'x2o. SPACES MAX. IMPERVIOUS AREA:181,825 S.F. (75.0%) 61,407 S.F. (82.5%) 41,829 S.F. (72.5%) 44,430 S.F. (87.3%) 33,159 S.F. (75.0%) 1,000 S1F. (06.6%) WATER SURFACE AREA: 9,424 S.F. (03.97.) 0 S.F. (00.0%) 0 S.F. (00.0%) 9,424 S.F. (18.5%) 0 S.F. (00.0%) 0 S.F. (00.0%) MIN. PERVIOUS AREA: 60,608 S,F, (25.0%) 13,068 S.F. (17.57) 15,887 S.F. (27.57) 7,600 S.F, (12.77) 11,053 S.F. (25.0%) 14,110 S.F. (93.4%) BIKE PARKING REQUIRED: PROPOSED USE: WALGREENS GEN. COM. GEN. COM. GEN. COM. TEL. TOWER BIKE PARKING PROVIDED: 1 I DENSITY: ECKERDS DRUG STORE ZONING: GC-2 11-20-30-518--0000-0020 ~- SANDEFUR 1, N;SOCIATFS, INC. IT SEWER POINT OF CONNECTION CONNECT PROPOSED SANITARY MAIN TO EXIST. LIFT STATION CITY OF SANFORD SERVICE AREA 1 s 050' 100' SCALE: 1" = 50' THIS SITE IS IN FLOOD ZONE X, AREA DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP NO. 12117C0045E, DATED APRIL 17,1995 NATURAL VEGETA110N PROTECTION EXISTING TREES THAT ARE LOCATED IN OPEN AREAS WILL REMAIN AND WILL BE PROTECTED DURING CONSTRUCTION THIS PROJECT IS TO BE CONSTRUCTED IN ONE PHASE POTABLE WATER SUPPLY PROVIDER: CITY OF SANFORD CAPACITY REQ'D: GENERAL COMMERCIAL USES (TO BE DETERMINED AT TIME OF INDIVIDUAL SITE PLAN APPLICATION) SCS SOILS TYPE #20' MYAKKA/EAUGALLIE, HYDROLOGIC GROUP B/D WASMWATM DISPOSAL PROVIDER: CITY OF SANFORD CAPACITY REQ'D: GENERAL COMMERCIAL USES (TO BE DETERMINED AT TIME OF INDIVIDUAL SITE PLAN APPLICATION) WMMDS THIS SITE CONTAINS NO WETLANDS HUYIEL.0 PROTECTION THERE ARE NO WELLFIELD PROTECTION ZONES ON SITE 72 - SPACES 0.03 SPACES/REQUIRED PARKING = 2,2 SPACES 1 BIKE RACK W/4 SPACES 5 LOTS/5.57 ACRES = 0.9 LOTS/ACRE 0 � . rn .47 O wn y 7E (zzN N :E 10 p N C3C) a 0 Q z Q P cn 1n rn cn cn to cn cn U U U U U U U U �,1n1n1n�n�.t�n V) 0 0 w o z Q Ln vwivwi O nf O a lL 1,1_ z 2 z o 0 0 a s tE C7 C7 C9 g�-•- y- ��..-- U rr rr_ a rr- a w M w w w w w w w w w MCLM _riMMMn- r�1ao w w w 0om w w w aJ w w o w 1n w m rn m 1n V) cjn l�J w � 111 2' LL' 2' a: m W X C3 O Gl CJ C) C, *- C� .- N LO 0 10 N ro 0 N N I.C) O O ►`) N� tO r+ tD cra N N o C) O U 0 O CJ r- r r- s+� M Y SHEET: 3 OF: 17 l,{ 9 x �j `S r,r�. 1. THE FOLLOWING GENERAL NOTES APPLY TO ALL CONSTRUCTION AS DEPICTED ON THE PLANS. 2. ALL PROPOSED SITE CONSTRUCTION SHALL BE PURSUANT TO INFORMATION SHOWN ON THESE PLANS AS APPROVED BY THE CITY OF SANFORD. 3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE STATE, FEDERAL, AND LOCAL CODES. ALL NECESSARY LICENSES AND PERMITS SHALL BE OBTAINED BY THE CONTRACTOR AT THEIR EXPENSE UNLESS PREVIOUSLY OBTAINED BY THE OWNER. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR 1-0 INSURE THAT ALL REQUIRED PERMITS ARE OBTAINED AND ARE IN HAND AT THE JOB SITE PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR SHALL ABIDE BY ALL CONDITIONS CONTAINED THEREIN. PERMITS INCLUDED (BUT NOT NECESSARILY LIMITED TO) ARE: — WATER MANAGEMENT DISTRICT STORMWATER — FDEP WATER DISTRIBUTION — FDEP SANITARY SEWER COLLECTION AND TRANSMISSION — FDOT DRIVEWAY — LOCAL CONSTRUCTION PLAN APPROVAL — LOCAL RIGHT OF WAY USE — LOCAL UNDERGROUND UTILITIES 4. THE EXISTENCE AND LOCATION OF EXISTING UNDERGROUND UTILITIES ARE NOT GUARANTEED AND SHALL BE INVESTIGATED AND VERIFIED IN THE FIELD BY THE CONTRACTOR PRIOR TO STARTING THE WORK. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY OF LOCATION OF EXISTING UTILITIES SHOWN ON THESE PLANS. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH 'THE OWNER OF THE UTILITY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL COST WHICH MAY - OCCUR DUE TO ANY DAMAGES CAUSED BY THE CONTRACTOR TO EXISTING UTILITIES STRUCTURES OR PROPERTY. THE CONTRACTOR SHALL BARE THE ENTIRE COSTS OF REPAIR AND/OR REPLACEMENT OF SAID DAMAGES. 6. THE CONTRACTOR SHALL PROVIDE COMPLETE "AS —GUILTS" INFORMATION TO THE ENGINEER RELATIVE TO THE LOCATION AO ALL WATER LINES, WATER SERVICES, VALVES, SEWER LINES, SEWER SERVICES, STORM SEWER LINES, INVERTS OF STRUCTURES, FINAL RETENTION AREAS, FINISH LOT GRADES AND CONSTRUCTION BENCH MARKS FOR VERIFICATION. THE "AS —BUILT" RECORDS SHALL BE KEPT AT THE JOB SITE AND UPDATED AS THE PROJECT PROGRESSES TWO (2) SETS OF RECORD DRAWINGS ARE TO BE PROVIDED TO THE CITY. 7. ALL HORIZONTAL LAYOUT FOR SITE CONSTRUCTION SHALL BE BASED ON THE APPROVED SITE PLAN AND VERIFIED BY THE CONTRACTORS SURVEY. 8. THE CONTRACTOR SHALL HIRE A PROFESSIONAL TESTING LABORATORY AS NECESSARY TO PERFORM ALL TESTS REQUIRED BY THIS CONSTRUCTION. 9. THE CONTRACTOR SHALL NOTIFY AMERICAN CIVIL ENGINEERING COMPANY 24 HOURS IN ADVANCE PRIOR TO ANY TESTING AS INDICATED IN ITEM No. 8 ABOVE. 10. THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE UTILITY COMPANIES OF THE PROPOSED START OF WORK IN ACCORDANCE WITH THEIR STANDARD REQUIREMENTS; INCLUDING BUT NOT LIMITED TO WATER, SEWER, POWER, TELEPHONE, GAS AND CABLE TV COMPANIES. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF UNDERGROUND CONDUITS PRIOR TO SUBBASE PREPARATION. 11. FLORIDA LAW (533,851) REQUIRES THAT PERSONS MAKING EXCAVATIONS IN PUBLIC OR PRIVATE STREETS, ALLEYS, RIGHT—OF—WAY OR UTILITY EASEMENTS WITH HAND TOOLS OR POWER EQUIPMENT MUST FIRST OBTAIN INFORMATION ON THE THE LOCATION OF UNDERGROUND GAS PIPE LINES. THE CONTRACTOR SHALL NOTIFY THE GAS UTILITY A MINIMUM OF 48 HOUR AND A MAXIMUM OF 5 DAYS PRIOR TO EXCAVATION. 12. ALL WORK SHALL SHALL BE OPEN TO AND SUBJECT TO INSPECTION BY AUTHORIZED PERSONNEL OF THE CITY, COUNTY, STATE, OWNER AND ENGINEER. 13. ANY PROPOSED FIELD CHANGES WHICH SUBSTANTIALLY DEVIATE FROM THIS PLAN SHALL BE APPROVED BY COUNTY AND THE ENGINEER PRIOR 'TO THE CHANGE BEING MADE IN THE FIELD. 14. UPON NOTICE FROM 'THE CONTRACTOR THAT THE CONSTRUCTION IS COMPLETE AND READY FOR ACCEPTANCE, THE ENGINEER SHALL MAKE FINAL INSPECTION AND NOTIFY THE CONTRACTOR AND OWNER OF ALL INCOMPLETE AND/OR DEFECTIVE WORK. THE CONTRACTOR SHALL CORRECT ALL SUCH ITEMS TO THE SATISFACTION OF THE ENGINEER AND OWNER, ALL REGULATORY AND GOVERNMEN— TAL AGENCIES WHICH REQUIRE FINAL INSPECTIONS SHALL HAVE BEEN CONTACTED BY THE CONTRACTOR AND HAVE INSPECTED AND APPROVED THE PROJECT PRIOR TO ACCEPTANCE BY THE OWNER. 15. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTROL DUST, MUD AND EROSION DURING CONSTRUCTION AND SHALL PROTECT ALL ADJACENT PROPERTIES AND RIGHTS—OF=WAY FROM DAMAGE BY EROSION, SEDIMENTATION OR OTHER POTENTIAL CONSTRUCTION RELATED CAUSES. 16. THE CONTRACTOR SHALL TAKE CARE DURING THE CONSTRUCTION TO AVOID DISTURBING ANY EXISTING SURVEY MONUMENTS. ANY MONUMENT DISTURBED BY THE CONTRACTOR SHALL BE RESET AT THE CONTRACTOR'S EXPENSE BY THE PROJECT SURVEYOR. 17. ALL IMPROVEMENTS SHOWN ON THESE PLANS SHALL BE CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH INFORMATION SHOWN ON THESE PLANS. ANY CONFLICTS WHICH RESULT IN CHANGES TO THE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO FIELD CHANGES. MINOR ADJUST— MENTS CAUSED BY VARYING FIELD CONDITIONS, INCLUDING CHANGES AND DEPTHS OF BERMS AND SWALES MAY BE MADE WITH THE APPROVAL OF THE ENGINEER IF IT IS DETERMINED THAT THE BASIC DESIGN INTENT IS MET. 18. ALL LOCAL, AND STATE AND FEDERAL ORDINANCES, POLICIES AND OR OTHER REGULATIONS REGARDING TEMPORARY BARRICADES, LIGHTS, SIGNALS, SIGNAGE, ETC., SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. SAFE AND CONVENIENT MEANS OF ACCESS AND EGRESS TO ALL PARTS OF THE PROJECT SHALL BE MAINTAINED BY THE CONTRACTOR. CONSTRUCTION PLANS FOR0 : (DOD0 6970 SAHF(00HO� FLOM IDA VICINITY MAP TAX PARCEL ID : 14-20-30-300-0050-0000 14-20-30-300-0060-0000 14-20-30-300-0320-0000 3803 ORLANDO DRIVE SANFORD, FLORIDA PREPARED FOR: FLOOR SLAB ELEVATION MUST BE 16" ABOVE CROWN OF ADJACENT ROAD UNLESS OTHERWISE APPROVED I,�/•'� SET' 1 0 2002 l LOCATION MAP SEC._ 14 TWP. 20 S ROE. 3_0_E PERMIT STATUS DATE DATE ISSUED EXPIRES PROJECT DIRECTORY: APPLICANT/OWNER: LAKE MARY BOULEVARD/17-92, LLC C 0 CHARLES WAYNE PROPERTIES, INC. 1 30 W. INTERNATIONAL SPEEDWAY BOULEVARD DAYTONA BEACH, FLORIDA 32114 CHARLES LICHTIGMAN, PRESIDENT (904) 238-3600 ENGINEER: AMERICAN CIVIL ENGINEERING CO. 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 THOMAS H. SKELTON, PE (407) 327-7700 SURVEYOR: ACCURIGHT SURVEYS, INC. INDEX OF SHEETS 2012 E. ROBINSON STREET ORLANDO, FL 32803 (407) 894Y 6314 PLS S H E E T DESCRIPTION GEOTECH: UNIVERSAL ENGINEERING SCIENCES, INC. 1 COVER SHEET 3532 MAGGIE BLVD. — BCEWOLO, PE ORLANDO, FLORIDA 2 BOUNDARY & TOPOGRAPIUC SURVEY (407) 423-0504 3 MASTER PLAN 1" = 50' 4 SUBDIVISION & EASEMENT PLAN UTILITY COMPANIES: 5 GEOMETRY STRIPING & SIGNAGE PLAN 1"=30' ELECTRICAL POWER: FLORIDA POWER &LIGHT 6 UTILITY PLAN (1"=30') GENERAL MAMI, FLORIDA MAILING 3318I81TY 7 PAVING, GRADING, & DRAINAGE PLAN 1"=30') (800) 226-3545 TELEPHONE: BELL SOUTH S LIB MARY BLVD. IMPROVEMENTS PLAN 500 N. ORANGE AVE. ORLANDO, FLORIDA 32801 9-10 (407) 780-2800 PAVING, GRADING, & DRAINAGE DETAILS SANITARY SEWER: CITY OF SANFORD 11 LANDSCAPE PLAN (1" F 300 NORTH PARK AVENUE =30 _ SANFORD, FLORIDA 32771 (407) 330-5639 12 LANDSCAPE SPECIFICATIONS WATER DISTRIBUTION: CITY OF SANFORD 300 NORTH PARK AVENUE 13 IRRIGATION PLAN I"=30' SANFORD, FLORIDA 32771 (407) 330-5639 14-16 UTILITY STANDARD DETAILS SOLID WASTE: CITY OF SANFORD 300 NORTH PARK AVENUE 17 LIFT STATION DETAILS SANFORD, FLORIDA 32771 (407) 302-9414 'em go ON ANY CONST. REQUIRING PLANS ISSUED FOR: ,,,D A T E STRUCTUAL STEEL DRAWINGS ut FICE COPY WILL REQUIRE AN AS -BUILT MAN INDEPENDENTCERT FROM STRUCTUAL ENT. ON THE PLACEMENT OF THE STEM NOTE: "CONTRACTOR SHALL PAY FOR AND OBTAIN A SEMINOLE COUNTY RIGHT—OF—WAY PERMIT AND HOLD A PRE —CONSTRUCTION CONFERENCE BEFORE STARTING WORK. CONTACT JACKIE LARACUENTE, DEVELOPMENT REVIEW DIVISION, (407) 665-7409 FOR INFORMATION ON SETTING YOUR PRE —CONSTRUCTION MEETING, ISSUANCE OF COUNTY PERMITS AND OTHER REQUIREMENTS." NOTE: "ALL MARKINGS TO COMPLY WITH THE FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS, MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE SEMINOLE COUNTY LAND DEVELOPMENT CODE." NOTE: "THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ANY TRAFFIC SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO FIBER, LOOP SENSORS, PULL BOXES, CONDUIT, TRAFFIC SIGNALS, AND CABINETS. ANY ITEMS DAMAGED BY THE CONTRACTOR WILL BE RESTORED TO THEIR ORIGINAL CONDITIONS UNLESS OTHERWISE AGREED UPON BY THE COUNTY TRAFFIC ENGINEER." 07/05/02 REVISED PER WALGREENS SCM 06/06/02 REVISED PER WALGREENS SCM 02/22/02 REVISED PER CITY OF SANFORD & SEMINOLE COUNTY SCM 12/05/01 REVISED PER CITY OF SANFORD & SEMINOLE COUNTY SCM 12/03/Q1_: REVISED PER ST.JRWMD SCM 10/30/01 REVISED PER CITY OF SANFORD, FDOT, SEM. CO. & WALGREENS SCM 10/26/01 REVISED PER ST.JRWMD SCM THS THS THS THS BAT'1 ROOM MUST !E�a THS MNDICAP 13EQ1 IRtMEIN TM THS THS . 'CC"VIRr VIA CM.:F2_ 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 (407) 327-7700 00VF.,R,QiP_ GRAPHIC SCALE 0/ 2� 50/ 100 150 / J* /Pp oy 1# 5®' ZONING DATA UISTRICTI G'2(6ENERAL COMMERCIAL) AUTHORITY! CITY OF SANFORD MINIMUM YARD REQUIREMENTS: FRONT: 25' SIDE: 10' REAR: 20' MAXIMUM BUILDING HEIGH : 50 BULK REQUIREMENTS: 357. 11 PLA T 0 II-Il Ole ay' yy a9. x b0 a`b' 48.99 1 aye 48. x 48.80 19 a�' 46.72 C1* / ate' l 0 �� x / ,x p6•'S / / / / f�' c� pRj6eo 10 G� 47.0 \7� OHE 48.6>K P ^ 0 u / \ y OHE 4 ti fQT CORNER z y� y ',OyE" h \ b� / GOVERNMENT F 1 \ orl p1+E� C.ra / Lor 2 00 I. Q (' OHE �� 1B / y C b^y \ ® h Q7 �� �� OHE OHE OHE OHE OHE r O 4 BB j x h1%' / -•/ / ft{ OHE rC7T \� 47.44 47.57 y`,La _ _ 47.s7 WEST 325 47.66 aS y \\ 5 C4y19 46\\\x47.27 a^ a^b° oa ay' 47.57 - - -� iH I�! 47.48 a1ye� \ T SITE BENCNMARICC2 \`TOP BAR �� {{HiTE F/p ` Ig ab so s° 8B y9 INV = 44.81' TOP = 48.71' -6* \� E\\��J ``' �' hF'9$ CONC xjA y^ j / a / Wy CIn, INV - 44.78' 0 a s° INV = 44.52' B8 b 1 y 6 / / X,�,A N INV 42.16' �� _' \, CL _ o a r / Q �s T 1\ TT E INV - 42.33'6�� �i �l 'RC S INV = 42.21 3T `' �\ � l TF\^OCR = 46�03 a a�. _ TE L-n`tr- O^ ' SSy� r , STOP BAR aA / iSU rs,v a s sj�r l�,°'+ � v L KE MA r,.� - ` �vH�tE L�r,E_-x R� OAS s gs45.56 Sit, ` P/I �A y1 \J_ a�6y a{�F �J �i� x BOULEVARD��_ a � ab°• ^ O \d /L /a0/ e TS!' L 1/l��S�! j��q,�ay�14s'' vO/- x4s0\6.8\_ `70P = 44.\7CESS`A� 0 ��(\ a6o '/ IIV a - 1 1 ' RCP Up{Ej" N FutE11N / 50J, W�L btaANIE BBBC -- B SKiMMM.4- B INV = 2' B a u, 4 LT1pl SET 5/8 Sp 7�Y?4 ` 7' a 2 -- �"� - x C > / ay/ / P.Q.C. 4 .s� LB //447 47.5 7 �.^` sa �` \=H� �9��` 3�r, 72 ,-_-__----' I Q a %l - (LESS) G&M - c CALC - 0 n -F R UNE �� 35 MFgs / '?s (MORE PARTICULARLY DESCRIBED) A - C 76' °ES'C ^^ TB ( CBW - C / ° 0 48. 7' 48 6 - c e STOP BAR y0�� Fj CF - C / ry' - ° da x- Tam ^ / SIZE BENCHMARK /! 1 I W CHW - C O / 'b y� y�4* / ao bey 1 ' - o d0 "K.Zj r1y a5.3 O� ^°� \ " BOX CUT % / CLF - CI PS 47 5 CN y INV 45.00 a I - CE B05 -� o � ELEVATION = 47,12' m 1 Flu ��- 4 .24') F9 y. f ca fn LOT 8 694 _' ` 9) a c� / l I CM - C y ry• / L O /^ f� �. C 48.ar1, A• UFT _ 3 FW c�' FMB \� CPAP - C P/ SWON O ° �X3 I FM �� - ,�♦/ ,Ql h 1 n c 0 a �3 24• 6' a INV 44.53' CO - C 1 STORY FRAME VAC UHd4 A. g• d92 RCP �� i y CONC - C a C 48.57 ADDRESS /3803 CU ONC ° M � FN = ...mac? as COVD - C C 9711 SQUARE FEET VACL11lbl R$ (Tyr, _ _ 6$0 HB OVC A!R/WATER ' i �_ 0 INV » 44.46' y `t' CP - C 48.12 NC iELSiNONE y^ A J9 ay' M CW - C 4 Cp HEIGHT = 10.5f o 0 48.30 FFE = 49,01' TOP = 47.31' co W INV = 44.79'� q`� I FND. 1/2" IR I I I r\ O&M - C DP'' a UUU 'S ay/ i' �4 / ^ 2 /. O C a^' a ' / o _ OVp A. S INV = 44.79' ` SEMINOLE COUNTY :{ DE - D �xb�' I6 coNc o q0.3' ASPHALT'' _ 4a.2s rl w y 6 ? ab L�1 L�.1 u) - ry ® - D DESC D I ° Q. y RETENTION AREA I I `' Dw _ L a aA� er CONC CURB (T)P) a �� ASPHALT �!� , � b I I n e ��- bao GPI MEr1 co �� ^ bh �r) W NOT INCLUDED I I EB - E L 9 20 6^ b 09 6 PS m p^ m h`t;/ '� 4,- °j b d' 0 c) O W N EB - E `b. a� - y• emu, a1 A o ^ ESMT - E, b �0 / y ) a ti --- b /'.. .- EXISTING STI NG R/W �j I �p E/P - E bad a - �� � x� / �a 0 �'0 O O O 0 a� bq,9 � � f� " � � y � ate. � a � I F o^ Q > xj s a 0 CO a 48.1 CF s� 6 T Cp i J o e, 47.9' C ONC u I O O O a z n FIRM - f r s s a COV NC o70P = 47.00' 48.5 CARwASH ° TRENCH 1. F bb• �\ , �. ? ,�• NC Gt h CUNC DRAIN y'� , » , / <n LOT 7 f / Q 3 a / ® +�< ® n• N INV = 44.85' 4a.o9 - �� 45.33 I O O N 89°54 03 E 32 �.99 MEAS w o L 1 j FFE - Fi / / x a O O o� E INV = 44.60' 4, q8 s0 _ - a P = 4 5 772' a� ti\ O © , „ , -j z I U FH - F P/�Q i �� O� ASPHALT �, 0° R� ° ^ w INV - 44.80'� o a^/ ay' a ®- N 89'S4 47 E 325.00 DESC ,�'� ? e1 �t FM F 9 r1 47.47 - �'1H N'INV = 44.97' I ` I�� BB - P.�.B CD FL - F1 /4/ QUARE GPr y n C_ INV = 44.63_ __�`- 8 SKIMMER=46.98' I - - - - - - - 44.3 _ _ N MORE PARTICULARLY DESCRIBED Q ^ a ASPHALT 6• B WEIR 45.6T FND. 1 IR �' - -, a ( ) L�l FND - F �' DP a RETENTION AREA a� BB SEMINOLE �0 NTY r by. / 1 FND. 1 2 IR I o - a no x 45.1 45.1 '1 - - - _ / FOC - F a o �' 1� RCP x 1b a VI ` a^' �- m o s ay -G- - O a 47 a _ _ 1 L a r - ^ - - -- ^ s _ ILLEGIBLE C] 1 J v P o 4 GAS VALVES 'sj i PS a O 3U 46.5 541 ma 6�r,_ 637 tjj46 47.0 d34 a� - - - - - - - -` 6 CLF iELEPHPONE z D l� RcP - - i �7- e -t7B 6 dt7 t0. SETEWK LEE Box 491 EAST 4g8 14 3� a 15$a `ci3 �Jd96 7 00$ 1 1 4 d7� d ®20 Y Sp 1042 _ am TELEPHONE 48.5 - Q. �7 � 001 d40 544 L 3 C o �1 6 %7�•id - 676 - ° 1 5 - TOwEfi - -CG`!C d� � 117 lyj DO l s J O HR - HA 07 9 4 ,�3 49 642 d03 atl6 B7 ® 679 ale ® ° 1041C 3 a� J7 9 610 d O 0 LOn INV - iN 48 "``"'"��� gg���� 'S41 802 6Tj low 04O L �. 666 ae / a 86,02'IP - 1R 400 N INV = 45.18' 4a7 ® 537 0 59e °• x Cp F IR - IR E INV - 45.13' a x 47.4 tot GRAVEL ROAD 1 STORY m 809 O O O y 400 x 46.0 BLOCK F a12 q L - Ai O� q ' rq $79 45 6 x 46.0 7 609 068 loot j10 �TO€iCiC LXPE �� O LOT 6 _ L 6Q6 O of 0rICL'7'Lda I7-bc., L-B 4475 20�2 F. Fvob2rzson St. Orlon do, F'Lor2dct 32803 (407) 894-6314 _ C o�1 48.5 4 ' z o� 3 4 x 503 003 d320 (a a33 ,y R49 W ° � C.e 1 e e 683 �0 10$3 B CIF Ln � -i MEAS - M ry \. 10 GRAVEL ROAD . 536 aS4a 0 92aa10 12 ° 10a4� 10a3 a 013 �+ P Q B� - 1 ryr /` Q 44. 0 �t 1000 1 U44 104a -, N d07 504 ° tlZ5 60d I ay' \ L 0 [ ��° FNDS)5 8" IR FQ D - f w / � 6Q0 624 611 old �� bb r h77 4a*483 `69 - 5 551 am a��522 613 `^' lode ° SET 5/8" I.R. 104a 1048 W 3ale LB 1295 - - NTS - NO ^ i529 ° d30 �11� a�� IOdB LB �/4475 11IIUa�51047 814 I OLE -OG i byL ab. 403 bob `(j3 e14 tlta 1057 ° S 89°54'47" 4'W " E280 00' D&M W ORB - of 4 412 5a2 6a r590 591 631 654 079 I� PC - F 413 510 ci 553 ° 563 .3 � ®� 686 1��, I PEP - F 470 dt ° No U) 2 619 61.7 ° L� J 7 f �. W PI - P( 41 a yo 515 61 554 631 a dtt Z d37 dda° �@20 <'.aflrr}�657 1080�y1 I �" LOT 5 POC - F 41 �� L �) 421 ��472 w dd8 669 1`,�J CW �1 O o PP - F �. / w �2 dta d14 � /Yti LJ tlBoa aA^ ® a91 t 1061�1 t0a3NLESS in NI PS - F 4✓EO CWm rn PT - P 5 °422 y� 0 V 565 N0 R ° C) ° i07a� O - - - PVC - P ' a 4734 9 /'� dae �� we �3 � � � NOT INCLUDED °.,w- RCP - F aryl a 407i" 4.25 47d ya a6' °b ° 092 a93 1 aNOT PLATTED r nl R/W - I j ry J� + 429 74 517 b "' K wo 1°7° o L`1 PARCEL # 14-20-30-300-006A-0000 ' ' � G _ a 42 e i �/ �\ 47t ale vi 574 ed7 �4 aid 1 73 1°73a-" OWNER: SEMINOLE BCC o of sN s '.t c C2 As 470 a �t °T tl3tl 634 545 -M.- �i ?1084 1072 � z � W o Lq 00.00 - r�{��ya ,y xs •90 e 519 a7 ® ° tl '" t07t 1C 1007 1074 (n O1l LOT 4 -So- - aryh a^,• 3 ay �9 4159 ? a� 4 50a ay 679 a eJ7 v` e35 w _ a49 tly7 89 895 l ode t 0 O I O - L SEP11C + LP o, ^ 46a 572 575 6 647 544 v' Q q 70EO I © - 7 4 _ka y 521 ° �}� ® e99 10 1 a�' O 4 4dd a 4aa 4e7 `( 7 D-TAN11 P l ® ° °o del 866 ° a71 d39 0 &i2 ago ® ° 7� T - 7 ; ' ` /" 563 5e® 6b 570 a7a e� a54 702 �°° P ' a i81 4a2 524 567 877 641 642 r !410 445 d yy C 6) TB I _ . Y° "� 70 7� N 89'S7'28" W 279.95' MEAS I TP - T 6 'fit 464 x 525 526 '�Yi' �=10' gEt - S 89'54'47 W 280.00' DESC \ x 44.5 - ' �r3 x x yx S. LINE, N. 523.5, NW 1/4, NE 1/4 Ox 41 -C� FND. 5/8" IR TS8 - T x bap bba ay a6 SET 5/8 I.R. by. LB 220 TSW - I ao9'" ' D&M LB #4475 � LOT 3 T i SET 5/8" LR. S 89' 544 7W 585. 67- ba. LB #4475 THIS SURVEY MEETS THE "MINIMUM TECHNICAL STANDARDS' AS REQUIRED BY CHAPTER 61G17-6, FLORIDA BOARD OF LAND SURVEYORS, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF THIS FLORIDA LICENSED SURVEYOR AND MAPPER." NOT PLATTED PARCEL #14-20-30-300-0070-0000 OWNER: BMO GLOBAL CAPITAL SOLUTIONS DESCRIPIXOV Begin 281.10 feet South and 325 West of Northeast corner, Government Lot 2, Section 14, Township 20 South, Range 30 East; run North 106.69 feet; thence North 78 degrees 43 minutes 09 seconds West 352.27 feet; thence South 25 degrees 30 seconds West 194.17 feet; thence East to Point of Beginning. TOGETHER WITH: The South 242.4 feet of the North 523 112 feet of all the NW 114 of the NE 114 of Section 14, Township 20 South, Range 30 East lying East of State Road, Seminole County, Florida. LESS: That portion of the South 242.4 feet of the North 523.5 feet of the NW 114 of the NE 114, Sec. 14-20-30, lying East of U.S. 17-92 as recorded in O.R. Book 1289, Page 1626, of the Public Records of Seminole County, Florida, described as follows: Cornmencing at the intersection of the Existing South right-of-way line of Lake Mary Boulevard as shown on Seminole County R/W Map and the Northwest carrier of SUNLAND ESTATES as recorded in Plat Book 11, Pages 16 thru 22 of the Public Records of Seminole County, Florida; run South 00'03'45" East along the West line of said SUNLAND ESTATES and said South right-of-way line and it's Southerly extension 226.04 feet for a POINT OF BEGINNING; thence continue South 00'03'45" East along said West line of SUNLAND ESTATES 192.40 feet to a point on the South line of the North 523.5 feet of the NW 114 of the NE 114 of said Section 14; thence along said South line South 89'54'47" West 280.00 feet; thence North 00'03'45" West 192.40 feet; thence North 89'54'47" East 280.00 feet to the Point of Beginning. MORE PARTICULARLY DESCRIBED AS FOLLOWS: Commence at the intersection of the Existing South right-of-way line of Lake Mary Boulevard as shown on Seminole County Right -of -Way Map and the Northwest corner of SUNLAND ESTATES as recorded in Plat Book 11, Pages 16 through 22 of the Public Records of Seminole County, Florida; thence run SOO'03'45"E, along the West line of said SUNLAND ESTATES and said South right-of-way line and it's Southerly extension, a distance of 176.04 feet for a POINT OF BEGINNING; thence continue S00'03'45"E, along said West line of SUNLAND ESTATES, a distance of 50.00 feet; thence S89'54'47"W a distance of 280.00 feet; thence S00'03'45"E a distance of 192.40 feet to a point on the South line of the North 523.5 feet of the Northwest 114 of the Northeast 114 of said Section 14; thence 589'54'47"W, along said South line, a distance of 585.67 feet to a point on the Easterly right-of-way line of U.S. Highway 17-92; thence N25'00'30"E, along said Easterly right-of-way fine, a distance of 462.04 feet to said South right-of-way line of Lake Mary Boulevard; thence S78'43'09"E, along said South right-of-way line, a distance of 351.76 feet; thence S00'03'45"E a distance of 106.69 feet; thence N89'54'47"E a distance of 325.00 feet to the Point of Beginning. Contains 198,221 square feet or 4.551 acres more or less. UE UNTL - L _l - W- WF - NOTES: # - Ni ® - E 1. BEARING STRUCTURE BASED ON THE EASTERLY R/W LINE OF U.S. 17-92 BEING: N25'00'30"E. 2. THIS SURVEY REFLECTS ONLY MATTERS OF RECORD AS PROVIDED BY THE CLIENT OR CLIENTS REPRESENTATIVE. J. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED, THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. 4. THIS SITE IS NOT IN A FLOOD PRONE AREA, IT IS IN ZONE X, AN AREA OF MINIMAL FLOODING BASED ON FLOOD INSURANCE RATE MAP, PANEL NO. 120294 0045 E, CITY OF SANFORD, FLORIDA. 5. ELEVATIONS BASED ON SEMINOLE COUNTY DATUM, BM #2031201 BEING: 45.518 FEET. 6. ACCORDING TO FLORIDA STATUTES, CHAPTER 472.025, A LAND SURVEYOR SHALL NOT AFFIX HIS SEAL OR NAME TO ANY PLAN OR DRAWING WHICH DEPICTS WORK WHiCH FIE iS NOT LICENSED TO PERFORM OR WHICH IS BEYOND HIS PROFESSION OR SPECIALTY THEREIN. THEREFORE, WE ARE UNABLE TO CERTIFY AS TO MUNICIPAL ZONING COMPLIANCE, INTERPRETATION OF ZONING CODES OR THE DETERMINATION OF VIOLATIONS THEREOF. 7. THIS SURVEY MADE WITH BENEFIT OF COMMITMENT FOR TITLE NO. , EFFECTIVE: , ISSUED BY LAWYERS TITLE INSURANCE CORPORATION. V1-CINI T Y MAP N. T. S. 1V C� �7 � g0��-EVPRD c� = J EKE MARY D r' O ZJ Q D 0 S/ S rTT m Z D ,EGL'ND TREE CHART 396 - if am 60 - 2(f OAK 671 EAR )TTOM OF BANK 390 - 1 OAK 547 - Zr OAK 674 - 9 OAK ACK OF CURB 397 - 1 CBNC 546 - 1 OAK I - 18" OAK ACKFLOW PREVENTER age - OAK 549 - 1 OAK 57a - 7�,-d' CAMPHOR `-NCHMARK ago - CAMPHOR 550 - i OAK aln - OAK JRIED POWER CABLE RI ED 400 _ 401 - am 1 CY PALM aai 552 - 1 OAK 1 PiNE 678 179 - 1 OAK t OAK ED 402 - 1 PALI� ad3 - � PINE 600 - 2 OAK ALCULATED & MEASURED -NTRAL 403 - OAK OAK am - PINE 681 1 OAK ANGLE ONCRETE BLOCK WALL 404 - 40a - 24" OAK 555 - 558 - 15' OAK 24' PINE 552 - 653 - OAK i OAK )NCRETE FLUME 400 - 407 - 24' MAPLE MAPLE 557 - 550 - 1 PINE 3 OAK Oa4 - E08 - OAK OAK ONCRE7E HEAD WALL FAIN LINK FENCE 400 - EAR 559 - 1 PINE No - OAK 409 - 2d' PINE 560 - OAK 697 - OAK VTERLINE 412 _ 1 � _ E � _ OAK ONCRETE MONUMENT ORRUGATED METAL PIPE 413 - OAK 55d4 563 - 3tI° C14AK 690 - am I' OAK 414 - OAK d65 - 1 PiNE 091 - 1�' PINE EAN OUT 41a - ir' OAK dad - tkOK 002 - 1� PiNE ONCRETE 41a - I OAK 567 - 1r PINE 593 - ' 1 PINE )VERED )NCRETE PAD 417 - 410 - OAK 1�' CHERRY 56e - 569 - 15 OAK 1tY OAK 094 - age - OAK ar OAK ONCRETE WALKWAY EED/DESC & MEASURED 419 - 429 - 421 - CHERRY 1 WACNOL.IA CAMPHOR 570 - a71 - 572 - 19P PALAL 15�' C1AK 1 PINE Na - as, - we - (( 2-8' ONK O AK 7AINAGE EASEMENT 422 - 6 OAK a73 - 6 CAMPHOR 699 - 1 OAK SCRIPTION 423 - �' OAK 574 - 1� OAK 700 - tl' OAK JMPSTER 424 - ICY giER(i1' 57a - 1d' 701 - OAK RIVEWAY 426 - 1 OAK Will - - OAK 702 - O AK 420 6 OAX 577 - 1i' FINE 703 d' OAK ECTRIC METER 4.27 - 1OAK 578 - 3-19' OAK 704 - 1 PINE _ECTRICAL BOX 42a - 429 - 15 pAK 2 1 CHERRY d79 - Ir OAK PiNE 70a - 1 C AK iSEMENT - pIEARY ado - dal 1CY 2-!Y PINE 706 - 717 OAK OAK )GE OF PAVEMENT LOGO INSURANCE 442 - OAK - 982 - PiNE - 705 - e a''�'OAK ATE MAP 443 - jr Wit 5e3 - MA&NOLN► 709 - 1 PINE VISHED FLOOR ELEVATION 445444 - CHERRY- °�' P564 �E 50 - ear RE HYDRANT 444 - 1T OAK 568 - 6 OAK a" - 1d' CHERRY OW LINE 447 - &-:T CAMPHOR 0Q6 - I OAK )RCE MAIN )UND 450 - 4ai - 452 - 1 4AK ICY CHERRY 3 OAK d6E - dN - �O 591 1O' OAK 1 P&M PALM Boa - W7 - a0B - RY CHERRY CHERRY 1 CP CHERRY BER OPTIC CABLE 493 - 2 G _ OAK 500 - 1 CHERRY AS LINE 'la+ - 3f' JVK 5e3 - d' EAR 110 _ CHERRY AS METER 455 - 3-1 OAK 694 - - Cl' CHERRY CHERRY all - CHERRY PINE JY WIRE ANCHOR 4NOICAP PARKING � - tq PINE 55a - CHERRY 513 _ OAK VDICAP RAMP 469 OAK E e iERT ELEVATION - 470 - CHERRY a98 - 5e9 - OAK a' 01d - 1 OAK 1 OAK )N PIPE )N ROD 471 - 472 - CHERRY OAK a00 - 601 - LVA 6' EM 1 EAR DID - a17 - ale - 1 PINE OAK 473 - OAK am - EAR 819 - ZC LENGTH GHT POLE 474 - 475 - CHERRY 1 CHEiM 603 - 604 - EAR ji EAR 520 - 83$ - 2- OAK i OAK ANDSCAPED AREA 470 - 5 OAK Go - USE 37 - EASURED 477 - 1 OAK 508 - 2-12' EAR - OW 1 OAK 11TERED END SECTION ONITORING WELL 478 - 470 - 400 - OAK 1 EAR 1 DIERRY 606 - 509 - 610 - 2(f PINE 1�OAK 15 PALM 940 - 541 542 - OAK OAK 1� OAK AIL & DISK T TO SCALE =RHEAD ELECTRIC 4al - +82 - 463 - 1 CHERRY OAK 1C1. OAK all - 112 - 1513 - iCY OAK i OAIC OAK 890 _ BillQ 592 - 1Z C1AFC OAK OAK V LINE 457 - 1CY CHERRY 614 - PINE 523 - Om ICIAL RECORDS BOOK 4aa - 4a9 - 15' PINE 1 CY C IM Ole - a t a - C74'dt 1 tY OP�t N4 - �a - 1d' am 1 OAK DINT OF CURVATURE 400 - 1tf OAK 017 - 1tP PINE me - i O1K _R ENGINEERING PLANS 401 - 492 - iC, 1O' OAK B OAK ale - l� PiNE a97 - 0 am AGE ale - jE�'am OAK 890 - M ld' OAK am TINT OF INTERSECTION 44994 - PINE 6521 - �' OAK ON - 1� OAXAK OINT OF BEGINNING OINT OF COMMENCEMENT Ogg - 6 am 522 - 1 OAK 1030 - OAK OWER POLE 49a - 497 - 1C1' OAK r OAK 023 - 624 - am OAK ion - 1040 - QNK PiNE 4RKING SPACES He - lit OAK 625 - 1f OAK 1041 - o OAK )INF OF TANGENCY 499 - 500 - 1 OAK le` PINE 626 - 527 - 1 CIN( 1 gAK 1Ct42 - 1043 - 1 OAK 1 OAK 4STIC PIPE URVE RADIUS 501 - iCY PINE - � PINE 1044 - OAK EINFORCED CONCRETE PIPE IGHT OF WAY 503 - 504 - dOd - 9 �' OAK 1 OAK CHERRY a29 - 629 E30 - 531 - HH'.. OAK 1jr OAK am 1046 - 1046 - 1047 - a' OAFt d' PINE A' OAK 50a - 15' PINE an - 8" am 104a - Idir0MOL1A ANITARY MANHOLE 507 - 50a 1 OAK 2 633 - 12' 9AK 1040 - � CdA1t ANITARY LINE - 509 - OIYC 1d' OAFC 634 - am 1 OAK CYN( 1C16O - OP PINE IGN - 1081 - 1 OAK -POT ELEVATION ITORM/DRAIN LiNE 5i1 _ CAK &W - 1� aK i - AK 512 - PINE a3a - 2 OAK 1054 - d' OAK TORM MANHOLE 513 - Fib e39 -- 1 OAK i066 - d' OAK 514 - 515 - OAK 1 CtAK 641 - 642 OAK PINE 1055 - 1057 1 d' PINE d' RANSFORMER die - 1 MAPLE - 643 - 0 OAK - 1050 - 1 PINE 1 Cf OAK FLEPHONE MANHOLE TORM INLET ale a10 - 519 - Q' OM � t3IEARt' 0 ER iY 644 645 - 648 - 1 OAK 15' PINE � PINE 1069 � 1060 - 1061 OAK i QAIC OAK JP OF BANK 520 - 521 - 2 CHERRY 1 PINE 647 - 94a - F OAK if PiNE 1052 - 1063 - OAK OAK RAFFIC POLE RAFFIC SIGN 524 - 529 12C CHERRY 1 CHERRY NO - 650 OAK 6' OAK 1054 - 10ea 8' OAK OAK 52a - CHERRY Y 651 - 1 PINE load - ELEPHONE RISER 529 - 2PINE 052 - OAF( 10a7 - OAK RAFFIC SIGNAL BOX a30 - 1" PINE 654 - Q' OAK 1068 - OAK RAFFIC SIGNAL WIRE an - 533 - iam 1 OAK 65a - me - PINE a' am 1059 - 1070 - CHERRY 1 PINE ABLE TV RISER APICAL 534 - 1 OAK 07 - OAK 1071 - 1 PINE 535 - PiNE we - OAK t Un - 1 C AK ITILITY EASEMENT 530 - 1Ct PINE 09 - 1 PINE 1073 - 1 PINE NOERGROUND TELEPHONE 537 - 1C�Y OAK ON - 1 OAK IC74 - 1 CiAK WATER LINE 539 - 1 OAK eal - 1 OAK 1U75 - 1 OAK VOOD FENCE 540 - 541 - CM 1�' OAK ad2 - 6da - 1 OAK 1 Ck4K 1070 - 1077 - PiNE OAK VA TER METER 542 1d PINE ago OAK 1U70 OAK VATER VALVE F 50 - 1 d° PINE 687 - 1� d�' OAK ion - OAK IA ER 544 - 1 OAK 609 - DAX 1092 - t OAK ASEMENT NUMBER 543 - 1 OAK 970 - 6' EAR 14ad - i OAK Current BOUNDARY SURVEY DATE. 6-5-01 per Florida Statutes 61 G 1 7- 6.003 2d DATE: REVISION BY: -80UNDARY) TOPOGRAPHIC & TREE SURVEY SCALE: 1 " = 50' CF. APPROVED BY: DATE: 6-5-01 30-20-14WALGREENS 1DRAWN BY: TB PREPARED FOR: CHARLES WAYNE PROPERTIES, INC. LOCATION: SE CORNER OF U.S. 17-92 AND FiLE NUMBER: LAKE MARY BOULEVARD, SEMINOLE 14-20-30 COUNTY FLORIDA to y g S a SANIITARY SEWER POINT OF CONNECTION CONNECT PROPOSED SANITARY MAIN TO EXIST. LIFT STATION CITY OF SANFORD SERVICE AREA ECKERDS DRUG STORE ZONING: GC-2 11-20-30-518-0000-0020 SANDEFUR & ASSOCIATES, INC. STREET LIGHTS INSTALL STREET LIGHTS PER CITY OF SANFORDS SPECIFICATIONS SEE SHEET 5 FOR LOCATIONS TAX PARCEL ID NO. 14-20-30-300-0050-0000 14-20-30-300-0060-0000 14-20-30-300-0320-0000 LK MARY BLVD POINTS OF ACCESS CONSTRUCT PROP FULL ACCESS f "''' . ,,lllip SEMINOLE COUNTY PERMIT REQUIREDell N'� ' ✓, ir;;r N,,rN',M/'H" ''N ✓ ''',.A"A//.,ri'� ✓� �%„ '�'Y�'f /, n<,,,i't•�' y ✓ F CONSTRUCT PROP. RIGHT IN/RIGHT OUT SEMINOLE C OUNTY PERMIT REQUIRED S!GE `~ ;' ;,,, ✓' "' ''`" ,/' „r�/'!� N J / Y POINT OF DISPLAY ✓ !' „' 1 " / / s'v NrNn ✓ ' PROPOSED MONUMENT SIGN CANT �° ✓," ,' /''° ✓" ' 6 { �, 4 FUTURE r zON G: MR-3 n r / .✓ r`s N� ,� SIGN�GE"�'v GAS STATION ;' N 11-20-30- 17-0000-0030 ✓;F:-` rJ, / �,...,, N ,,, ✓.. , POINT OF DISPLAY " / "�'.c ZONING: GC-2 RUBY PR ERTIES, LLC :" i��r�,�N';¢f PROPOSED MONU MENT SIGN % `\' �Y W °�R' ._^ 11-20-30-517-OD00-0010 I " / ��� � � .,w,, r cr'C,#A<ii A$P , N✓r"" ,gyp/ s/•w� f/ P//' 9 �.,.,x ,� ��r" EXXON CORP N� r W 7f �1�te+rN i' WA DlSiRlGUTION ..,� , •� w s /, NxN ,1 N' POINT OF CONNECTION —. „ { /,.. ' r I wk Y, n ,,r. �x (STING ,rrr I, CONNECT PROPOSED 8 PVC WATER / TR�Fic SIGNAL /� --__ !Y-,,,,"_... _- WEST 325' • CUMBERLAND / , ,',,, N,, ,, . ,./;_- /h ,� G 2 PVC WM ,. �.,. � � MAIN TO EXISTING 1 •• ., '• ' 5 GW ",r SANFORD SERVICE AREA FARMS ,..,. ,.,^.,, ,,,.,,..... v..:........... ........ .... ...... ,,.,,' ,, /„✓, ,��' �' �"„' ," h, CITY OF SANF y � T : / r �ti i xcr a'..,,r r ZONING: GC-2 -' � � b , - a. ,,,,, L - 0-30-5AN-0000-UOAO �^",.. :<. '., , ., , ,3 - YY L n. f ...+,. r, / �� ,. .. :., 1�nfv Y.,,/=.:,k .,_ iFj_✓: "...,..'•I A1.4 `t....n: ;/ / ,...,.... .. _._., >a"/ h b,..�.n l '> ni.. ,, , f "^.,.. � ri „n ,.Yf N5 ,. J n ... u'"c � ......,. ,jf✓ , y4� f- ffY#% ''9�''9 ✓< /� r,., CUMBERLAND FAR hi • /� „:. -? �N r l r ,. � / / a / t••.... � ,,.. _, ,,.- CONC ' ^ ,, ,.. � t.:. IRI TION 423S1 - { y+y i xei .. . / 9 , .- , } 6 ::wx,.t, �r 's;,,,,rY ,, PHASE II NNECTION , , . l n� , , , ,, . , � „Y,�# , . � ,. CE',.., , .,. ,•�, POINT OF C / / ✓ ,�,—�. THIS CROSS ACCESS DRIVE WILL NOT f 0 2 PC IRRIGATION .......... .. . r y ,,, _ ARl CONNECT / ... , , / / r, „ ., �.. ,. 1.—•_ _ .. ...... z.. _ .--,^.^^ --��H. ,Y,tl.:.,�;; � ,h.5,'?„ ,-,7 b / — —_ — :' �/ a,i n / u / / 9 „., r, G !..! N .,,,, t.. , ,,,, /, ,. ..,� ,,,: !! W % � �� , ,«.. , �"' � ,..,..,. B CONSTRUCTED UNTIL 'THE LAKE MAIN TO EXIST. 8 PVC WATER MAIN s N 9 //,:,. / . ,rl.,, „,•/ � 4�1 pT E N MARY BLVD. RETENTION PONDIS ,",% lY6f {5.4%' .5. �� E^/�,%r%' �,',•-'�,"„„,,,,,✓'' �„or y y5 r v/ CTIONING ,,.. r.� ,n._ . �,,, �,r „+� _..,. �r..�,���r .n, w,, J xs �+ �� •� ,::«.« - ..... -...f ........... ., ;�� s-✓ - F „EN EXISTING MOBILyr ,.,_. n. N 'a . °' ...,,. 2 � 3�! '• �%5�.:7.�. "^ ..,. " r• �� z:»Y:y;Ty, . Y . _,.,., ...., , -, , , S e !; r 7, �='.. ,,w„'• ,✓,� , ....CONSTRUCTED AND p n ,,. fir,/ ,. ..- ,.. ,. ,,. :.. ,.:,...,,_, i..:•'.i:...xa":'.z _ / .. .... ,,. ��<.,. �. .,.,,.. � , ,. ,+w .z-y., 3, / , z.,.. x•:::., x.::°-•;, I) f;xc �� ,u.,,r° x 2," ,,✓'':'�� f . r:-;'�' IMPROVEMENTS ARE W IF LAKE MARY IN PLACE. -/ ;,• ...,� . / y . , r .x r ^.fizz .e<- •°yu,`„'r.,,/ /'%'Ja" SIC .,.. / —'i� •'"HS,6 %f!,;49r z'/:!{irfnfar°,., ? S6t„�7!nJ�3s'Xr.:r3'' 7 {j �J ,'� 94 �.,// f /,y,, 1, i d z d ,q // '," / ^ rdr " ,-w,,..,,- '{"%/' =n.,_ 'ne ace•'r.,, ra..':a•• ,. I , / '• ".'dji# �• �':, s 1 S y U. TRAN 4 SPORTAflON // ; , / , / ,� �9�,' a ��— s 00.03 45 E4' �, �� I FLOOD®NE - F ACCESS / >:, �;' �, / ///%.% LOT 8 7 92 POINTS 0� ,_•« � U S � '; I` �" ' / / � /„�, a ® F � ' , r9ia � Y.{;r�, rn, 13 24- � i ;Yf 3r3 i I CONSTRUCT PROP. RIGHT IN RIGHT our °lr�// - .s /�.H J �✓ /b / Fr _r r , `;" ,..>,,,_ rt,�'' ;� ", � � ,-� I � ZONING: R 1A DELETE 3 EXISTING DRIVEWAYS-2 - - - -0080 y , � ., ' f / iy yNrsyy ,y7 r/ of - f Y' 3 / s*4FOOT PERMIT REQUIRED CO SEMINOLE BCC kLd , �y'��, J ,,,rnrf• ; O LOT 4 I cv -- --'--'--'--'--'--'- (bQ'', I LOT 7 — SHOPPING �;, O ;� �,` z ` ' I. "+ H / / / , a 3. ,. s.:,.. H O b (6 /" 0 I ZONING: R-lA Lu t / :'r q + 14-Q0-30-501-0500-0070 I CENTER � f �� - • ZONING: GC-2 a'r,n "H,F', ' 'q a$ I J/ i',y' . hf s ji V) ^ STABWZED ACCESS /`s (/} I STACY FUSTON ti try I ,.,, j L _ �, Q 11-20-30-502-0000-0010 H� . / � /I ��-�' � �.� � � // � � ' ' � I �; ...., ..,._.......... ......... ..... .. � ... . _., .. ,, , PAUL H. UWESTRANO PARTNERS, LP / r "' I// ( ° // ;� /,0'' '✓r' fy 4.1! r Q - f{z ! ;y - %'1/•,.H�Y I /ip., / }tY, ��,. ,// •, '' � � � � -:- Y I tq ,.. ,...,. _.� ,...,r.. ._._.... ..,:..... - m'y{K�,yi..:i'F'8rs!!.2?�{F <. �`- / f '/ .00 I w lllQ) Y " N 89 54 E— "�� n "",.. ! .fir'' `% • It 1 .,a, .i/, v,,,..� .�` �_._,_ _._._ _ _ _._ _, _. _. _._._ _. p �J ,Y . /lt ; . }r ——�u-s€r�nrli�N �; ----- .Y FN' �� _ r r ; N - ".9 ..r%;N: / •/ / / "^9- /H "4x.. >19/ N' ;d. 4 ✓ .._ ...._..., , ,..--...... _.. , ......v 'r r _ ._'/" Y'- J . m • EXISi. ACCESS. > f l Hx j �,sf it ,III ® ti N 42'03 38 W _ „/� o 0 o cp � 67.25' _'- - - -'-'-' �-•-'-•-•�'_10 SEBACK LINE � �d �/_._._.L.-�fL1; � ��_•_._.J,,,,;r^,'_.-.-._._.j �o `� O Q � 4 o I LOT 6 ACTION CHECK / / /�' 6cz?oa�', , a'��, I;rQ v) - { o �� / '''- i Via' � F � � � �' I ZONING- R 1A CASHING �� i I ZONING: GC-2 >'� / w, / / f N a� 54'W ' 280.00' D&M �E 14-$HA RIET E. YOUNG �', I S 89'54 4 HARRIET E. YOUNG 11-20-30-502-DDOU-0020 !'• ;/ , �Q,J °,�N' 4<<J I ----•--•--•--'--•--•--•--•- ACTION CHECK CASHING SERV., INC. -'/ / i I I' X//o �� ^. u `i/y/���Y///'o ysaft� / LOT 3 c�`5 ! g fn ULDT 5 � d 'rr'��/%� ZONING: R-1A o; 14-2U-30-501-OSOU-0050 o SEMINOLE COUNTY TRACT r H / — — — — — — CDu, o I GARY R.1 & MARDELL GONTERMAN 3 p"&�ba/ /✓ I/ { 7 y3>r�r sr st / i 4 o f v^ o r J/ "✓ / / ..................... LESS /; / �; ✓ rn NOT INCLUDED .. ww NOT PLATTED % LOT L :r d-I // PARCEL 14-20-30-300—OO6A-0000 ----- / s / OWN BCG r r / � / � '� / � o OWNER: SEMINOLE ool I LOT 4 /r " „ Y Q STORM WATER o� / o o l // �� DETENTION AREA z V) � ZONING: R-1A / I H j' I 14-2-30-501-DS00-0040 p I BARBARA �ACKSON $ ROBERT WELCH Y l� ; / Ci j� o i ' WALGREENS ,, / s >:.Y I /' � i r/s; •E'v ,h � O I L---_-.— f ---— — — — — — — — — — — — -f -t r ` ' PROJECT DATA I I ---------- --------------------------------------- ----- 7 75 SF � / // Y:, �•-•-,-,-,-•-•-•-,-•-•-•-•-'-•-•-•-•-•-•-,_._._._._•_._,_•_._._._._._._._•_._._._._._._._•_._._._._._._._._._._._•_._._ _.._._._._._._._:_._•_._. _._,_,_. , , ...._._._._._,_._,_._._._._.�---------------------------------------------- TOTAL AREA: N 89'57'28" W 279.95 MEAS / /// j/ '/r I ► " I S 89.54'47" W 280.00' DESC � I fsr; // / ."'.:/ S 89'54 47 W 585 67 ©&M -----®---------1 `�' NING R-1A _a x,f sz, r�_y ��.�t,;E ... ------------------------- I oLOT 3 4 4 ------------------------- — GC-2 � b f r• ti , �i r 14— — — — 030 / I � EXISTING ZONING: / / ,' • I --------------------------------------- Y A TURNER 2 I 20 3U 5D1 OSDO -------------------------------- € B�LL L__---_----- J I FUTURE ZONING: GC EX. RETENTION L----- EXISTING LAND USE: VACANT/COMMERCIAL yt, ... f -------------------------------- -- FUTURE • COMMERCIAL ------ -------------------------- / U—HAUL I PROPOSED BUILDING USE: RETAIL DRUG STORE 1 r,y / / I .� ,� / y ZONING: GC-2 F.A.R. ALLOWABLE: 0.3500 j�"✓/ / 14-20-30-300-0070-0000 BMO GLOBAL CAPITAL SOLUTIONS k>C/ F.A.R. PROVIDED: o.ose2O 0 POINT OF DISCHARGE BUILDING SETBACKS REQUIRED: / CONSTRUCT WET DEIENfION AREA U.S. HIGHWAY 17&92: 25 FEET FROM R/W OR 140' FROM C/L L PROJECT DATADATA5> JRWMD/FOOT DRAINAGE PERMITS REQUIRED LAKE MARY BOULEVARD: 50 FEET FROM RW OR 130' FROM C l l / / SOUTH: 10 FEET X' N . ti �,�� ; ...•, S € I / / % �{`9 ys d/w` TOTAL AREA: 242,433 S.F. 5.57 ACRES WEST: 10 FEET V'l EXISTING ZONING: GC-2K/10 �� MAXIMUM BUILDING HEIGHT: 35 FEET � �3 / 4hbH� £ //' EXISTING LAND USE: VACANT/GAS STATION f % PROPOSED BUILDING HEIGHT: 32 FEET 94 / /n/, ,� PROPOSED LAND USE: COMMERCIAL LOT BREAKDOWN: TOTAL LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 BUFFERS REQUIRED: NONE, (TREE PLANTING ADJACENT TO RIGHT OF WAY ONLY !„ �,l AREA: 242,433 S.F. 74,475 S.F. 57,716 S.F. 50,920 S.F. 44,212 S.F. 15,110 S.F. PARKING REQUIRED: 1 SPACE/200 S.F. = 72.45 SPACES MAX. BLDG: 80,536 S.F. (33.2%) 26,066 S.F. (35.0%) 20,201 S.F. (35.0%) 17,822 S.F. (35.0%) 15,474 S.F. (35.0%) 1,000 S.F. (06.6%) PARKING PROVIDED: 71 — 10'x20' SPACES MAX. IMPERVIOUS AREA:181,825 S.F. (75.07.) 61,407 S.F. (82.5%) 41,829 S.F. (72.5%) 44,430 S.F. (87.3%) 33,159 S.F. (75.0%) 1,000 S.F. (06.6% WATER SURFACE AREA: 9,424 S.F. (03.9%) 0 S.F. (00.0%) 0 S.F. (00.0%) 9,424 S.F. (18.5%) 0 S.F. (00.0%) 0 S.F. (00.0%) MIN. PERVIOUS AREA: 60,608 S.F. (25.0%) 13,068 S.F. (17.5%) 15,887 S.F. (27.5%) 7,600 S.F. (12.7%) 11,053 S.F. (25.0%) 14,110 S.F. (93.4%) PROPOSED USE: WALGREENS GEN. COM. GEN. CUM. GEN. COM. TEL. TOWER ME I E TWSPORTATION LK MARY BLVD POINTS OF ACCESS CROSS ACCESS EASEMENTS SEE SHEET 4 FOR LOCATIONS S 050' 100' SCALE: 1 " = 50' THIS SITE IS IN FLOOD ZONE X, ARE A DETERMINED TO BE OUTSIDE 500 YEAR FLOOD PLAIN PER FIRM MAP NO. 1211700045E, DATED APRIL 17,1995 MTUR& VEGETATION PRUTEECTION EXISTING TREES THAT ARE LOCATED IN OPEN AREAS WILL REMAIN AND WILL BE PROTECTED DURING CONSTRUCTION PIING THIS PROJECT IS TO BE CONSTRUCTED IN ONE PHASE POTABLE WATER SUPPLY PROVIDER: CITY OF SANFORD CAPACITY REQ'D: GENERAL COMMERCIAL USES (1-0 BE DETERMINED AT TIME OF INDIVIDUAL SITE PLAN APPLICATION) SCS SOILS TYPE #20 MYAKKA/EAUGALLIE, HYDROLOGIC GROUP B/D WASUATO DISPOSAL M PROVIDER: CITY OF SANFORD CAPACITY REQ'D: GENERAL COMMERCIAL USES (TO BE DETERMINED AT TIME OF INDIVIDUAL SITE PLAN APPLICATION) WERAIDS THIS SITE CONTAINS NO WETLANDS WELLFIELD PROTECTION . THERE ARE NO WELLFIELD PROTECTION ZONES ON SITE BIKE PARKING REQUIRED: BIKE PARKING PROVIDED: DENSITY: 75 — SPACES 0.03 SPACES/REQUIRED PARKING = 2.2 SPACES 1 BIKE RACK W/4 SPACES 5 LOTS/5.57 ACRES = 0.9 LOTS/ACRE 0 N M .47 LO 10 V) m V) N ME II�vOi�oo e 0 z z pW�Cq C) U V) V) V) V) V) V) v) L) U U U U U U U V) V) V) V) V) V) v) d � U 0 O 0 w 0 Z�V) V) V) 0 V2 OO 00 O o V) V) x w Z LdLL_ LIs LL 0 ooa 3 U U U UV) ��- V) Ld Ld LiW W �w� LIJ Lit a_ Q-. a- LL a. Cl m EL W V) Ld V)) W V) W VV)y) W V) W¢ U�y) W V) W W GJ LL' N N N N - - r- 0 0 0 0 0 0 0 Lo Lo W N LO O to ``0 CV O O N Q r to to N N O O O O O O .-- .-- .-- ui a o r2 V) Ld 0 L.LJ O � V) �JUL 30,2I SIMT: 3 OF: 17 IAj MONUMENTPROPOSED SIGN 100 SF, 15' HT, MONUMENT SIGN SEE A5.1A SETBACKS: 1, 15 FT ADJ. 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I � �� (�� '-, - 41_� �\ , ,Y , . , . * � a. -. -- ,.,- � I 7-D I I � � � CITY OF SA�,FORD -SPECIFICATIONS :,� , 2" 0 I � " I, _,�', � -� I , 1p, 6 .8 �� __ _ _ it " WH TE ' TRIANGLE ,\, _;/,� , , I I . � 0:., � � , ,J .8 U 4" WH 0 " I , , I , I I - , � , - , I '. � _­ I ,,r I __ _. -14 :,- � . " , � 1: ! �,/ It", --__--_ . .. ..... . . " , I ." - ., I- I- .- . I 114- -� U / , t ,, ,�� , I / �� ? � 1, i , � ­, ! I �1; � -1, - - 117� 46 1 ---- __ �_4 1 1 �;, I _LL�__-:�i " (-,A rm� , .. ( 1 ',i . .: � 1i I . , I I . . � . , �, � ,v, � '�7 - 'C35� - - 21 1 1 : • .-- _­_ 7 - -, I _____ t.:", I-,' � �pl 1 L X � i If, 1, .. . ".., �.: , I . 6" DBL YELLOW . ( , � I . ; � .0 I , �Q) I I . 4 . I , ,p - - - _. 1::�) I . ; %_P_6 11 r I I'll I � "I /" I : I 1 I I . , f . (�) (48 1_� 1 O' 5 ,�, - - I I � / z 0�. 1 I � , '! ,; , i . .. ,." I . /,,\ I -1 -1 - _)/ (:�) ,\1 ;/ i ; .1, �, I ,I / ",)),�, .11 f I" / i � i ) I'l I - . - i � - " , r, ", � I , I I . .11 S�:, ; I . 34 . . e�� (�) - \ 50. - 1. . 11-f. 1 25' SIGHT : , � (0�:! ,,t �> � , /., - '11) r , f Z� � � '­r .. 'I', . 11 I - 9- _.- U.01- � � , /i � --- 25' SIGHT I r: 1 N . - TRIANGLE I 1, COr, I - , 1/ "I I., � �, 1; ".., " . . 4, 7-_� __ . . (� / (�� \ / V11 I TRIANGLE I r_:-, , u � � 1 . I ­t 1 . . <(. I I SED 24 . Q0 �_, I I .'. '. ; I ;1. � I ­ , . I /-. .1 ; PROP 2�" STOP SIGN & cv�(pa ! I , : I - i r­1 = �11. I., i I " J". ,, - Q) �jj 11 � -.1 � I , 4 I , ,It I .�. 'I I I so 3: A(;L,r � f i � I I _ . I � . . . I- SET . "_� MENI � I � P. -1 ., I , "I 1)". .11 t IL I ,1 -., ! i:6 r,5 /033 - u C_� ) j" Q) J ',�, , I � . I 11 ,,. I("-/ to so 1� * - - Q� (�� LLJ (�� 55 )D6 (�� " \ ANg ( 149, PROPO /(�0, (��) , " , I II "o - . � � m�11 .1 / ,,,I " f .41 1:� I -of E7,9A C/lc " -.-. b 1 4' STOP BAR . 4 C)! , I ­; 0: O , / (�2) R5. ILT . � ,,cb,/f,�, I I.",11i/ � , ; @ 8 ul SIGHT� � EASE I Ld .." ... ".1 I 11 'I 'e�, I I ��, / - . -, � �0 04 c:1T, � , I: � zo - �1� I IV-) I: _� r- 1� _. -'a, � I HIANGL 4�- , r__Ln_m P. ;."� I—�i1. p./ z.41, ----- N ­ - .1 _p - , ! ., � C_b I .1 . IO' --.(:_\4.S. I , LLJ , . 80 _ 110 , (?. n - - - - - - - - - - - - - - �-,.5-i�, f.,�IIII�, -() � , �11 . 11 . . I " �;4 I , - 01 I " I I...1;;..�v, - . / /I " , .1 11 I Y". k. : "I' . , I CE-, ) - - - �­` 1 . � I ; �� <� m I ; I I __ / � i L2 � ':_� ! n "Ln 1 " I @- - 3 I - 4 3 �g� t I � �- - I __/ - Z - . (F ,&_� PROPOSED CROSS �' LOT 4, ,�\ ,j . (�) (:�) ?,10,0, - � I - 4- ,. I n ,:'l I-- ,wIZ. L,�'1­/. .. . - I.)/,Ii;. ..-, q- ., . -.-- I ,v ,/, (, ;�; I ; ,!,I . -... 4 -I ,_,.t",x � __ I > ,-:. ,; .- �' - , ..­. -..1() -­_­ I I . f I � 1�1 � I j - I ----I � . I ; ,4.- � 'A I / '. - ,..,.. -..- � I � Ili- .. 1�b -I b(p / I 0...T . .01 �� . . .3 � N/ , ) 14 I/ , f1," 1. ". ,30,3 -%I �-'I , 10 -t6 C) b. .. 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"I 'i . � I'll ; I . ,)""Q - R2d.0' .� F - 11 ; � 7 k " - 1 1 -- I /,�. � . -4, I? / I r I 1 28 ./ .. ci�,\ 0 �_ PROP. 24" STOP I IT- 5 ,.uu 00 45Pp EI 1I _1� - � , " � , " / I , , . 'Cog @) r- � - I 11 111. I . . I . y ; .. �4 1. - .. . % I I 11 / - , llto . , . ... Z� - , , -1 I 1�u i,c . � 1� . �, I ; , I , , I �j5?, 7) : - 1 ,,:, ...... Q: - STOP BAR �'. - . i 11 � , 1, . I , , V .. 26 O' (�l . c I I � ,I�_ , - �� . 2 H/CAP 1 '�9' DESC 4� ;,� . I 6, , 1 :01 � ( I / , 9 SIGN & 24" /U ��- � I / , " IO.- I I c \ ,., , , , ;1 . -) Ui 106�1. PROP. STABILIZED ACCESS ­ ­,//,v , .., I . ... ... � I , y Ip 11 I .! i I I 11 I ___`��, . . , , I 11 _/_ ? I I, � - 20. ..: , ­­'­ i- f,.; 11 I., ­. 1 . - (/� r- . . _.. , o_­ 7 � "') � " I "; �, I ,(T . . *��� . A , ...... . "I ; , I I C; .. 4 ... . iZ 60 / 1". RAMP 0 �i I /\ 4� . ) I / � �. " 1, \i REAR ., .-: W, 5 UU[U0.,U/ L CD , . (:�& I ZI I I p - I III _)_ cq ­ . , �; b .. , , . I . .., ... DOOR— . I i 69 mk-As ­­_ - " ­­ -,-,- " - __ I - - I __ - ­ __ __ - ­ - __ - - - _- - ­ - - ­ ­1 ­ ­ , , , , ", ,I I i . I .,� . I - , , �., I '. I , . __ . — lob I � ;/ � ,� i, '. � I "'. , / "I-, A' ill� 11 / I / /., , � 1, ""', 25' SIGHT •, � . I. .. : ! , , ,: , , , . . / *) . . Q ---J I � I I", - � .11" .�yl , � .! .111, 11 ; - ,O . . : . w (�) 11 I . �N I ", '.. , - � .-I 11 . ; I � , TRIANGLE/ ;3� _.�: (�) b :. . , LOT 1 TOTE ­ A' - ,(Q LO TEMPORARY BARRICADE . I., - ­­. .. ! I I '�,, ( � ��.; '! I 1 ... 2: , 1, .."11.1, ­11 , I � . �__, . ----------- -1 - , 0 - � -4 �11_ I ­1 , � I _ : I f I � I 1 I . - '61 (62) ­­ . . . 11­­ . I .. . - � / ,� I tk " �:� . __ - _�, .111. � I - - ­:­ 11 ! , . �, . -, / @ I ,3 � @ 0 *., / ` WALGREEN'S STORAGE 7 - ... Q� WITH REFLECTORS (i - - .. ­­. ­_...11_­_. ­­_­­­ . � 1. 1. _­ I ­ . I � - ­ ­­ ­ � ­ ­ - 11z., ___ . ­ I—, " . I I 4 , . , � . 0 � - _. ­ ­ � � C/� ", ,:,-, .", ..POP. ,RIGH.T�, IN RIGHT OUT —___ I P . �,�,- N � 00 . ,:�. e .. 4 __ 5. O' , �;LL DETAIL SHT. 10 I If , ".. , ,3' ,- i �- ;�_,'-: ;'i:-;;_,�',E�I­&!f, I /, -1,P _/ , 1. - .. I � "'r Q) . — L � - -I _ - -1 _­­ I I , I -1 . ; ; �11 _211 t-0 v- . .. �: f , :;::�'_ . L - I / I STRIPING PER FDOT :' � __-4--_ G - .: I I� `�, 'N N 89954'47#1 E 325.00 _A_ 1k I _­­­ _Lj CL 1� ". � 1. . " 4,�, I � �11 ,�o - _c 14,490 S.F. 40.,� - C2 --- � __ � — I . __ -------------- — fa I 'T � 1 I I I .. " - %, / ;t_ - I O/H - / 603 �_ I � p . . '.. w __ .11 r I'. - (�o ..• .... 10. - — I , I I " i.,-f / -1,1 a . . , - 74 PARI<ING SPACES DOOR - _r___ LQ PROP. 24" STOP SIGN cn I �., ;� 1: r 1; Z, t I , I ; 1 4 . - . i [ ; � i I. I _ ­ ­1 ­­ 1­1. ­'. ­i , �� .1 ; 1; r !. i 1, - 's ,;, ;,` ; , Z11 , , . . - 64 . _i� 5 I w I 11i U Lij V) ! I 4, I " - .. i / � Z . 1. 709 ACRES . �/. � . 4.nI I �� , . , �, . I I ! , , t! . .1 I & 24" STOP BAR � \ .1 - � i'' Q 1: I _( , I " . . , - ,�v 21 vj .... . . ..I " - 0.01 L ------- __ " '. ,'.�; �_,�,A, . �_ . - Z IT- f ": . " I I ­' .. -!". / - 11 , . - I �: r-, " � _. ._c_0p4c._i_,_ __1 � I/ , i. , I I , , . f',� . 4 .. " . (TO BE FIRE SPRINKLED) . .1 ... .* 0.0, (D - - - - - ----------- * - * - * -, ­ ­,-� - * -------­------ r- - -, - * - . 17 �­` ----------- ­-, I , 11 . , - " i I . --i I -Ln (j) "- .­:� - 11 / ,; I- - 1 .4 - il,.:", I_ I__ 11.1 . It - j (� , vl-__ L-0 \ , i ,0. " 1�111 . . ), . ,�- — — — — �&L SETBACX- UNE- - -,.,-..,- � _.. __ ,�.r I' I 1: .r - - . .. -..:. .• A I I ' ' � , I ; .; ,ill, - "I . .. .. - "I � I.. . " "I"'- - LOT' , . . Lij 00 Lij 'O � / , ,*;. ''_ � ;, ,? . - .:., 1: I I � �1 C) �O ­� / I 1'� .. . '.1 t�,.,�,�'�� /I ..: , I " . / 1 22 . , . ) b `.., �, . " I ' -_ 3.0 -IT (:::) � I , r I . , , I , � I- � . .:. .1 �t�� I V-- C/O:; %, �_ . I , , - - T'� ,,(�Ie�'( -0) , I , "I I , " .� .. � 0) I P-1 :� 0 C) C) m .. " / if I / ,: I,,,',��, �!" .. / - � "­ � ., .. " s - , I �. .1, . .. 'i r_1 -1 - �I. x "I" / , �x -- 7, I - .� ... I .K\.,. 1�1 * or N 42'03'38 " W EXIST. STABILIZED ACCESS -' ,- �­_ 11. 1. .1 � . 5 0 I / I f�` :;u . \ "'. , ,. - � i A': - i:� ---- , . if:"l I ,-�ii , -I'-- � ) I 11 0 , 1 !! � � I !_,.�'_� C'4 - .. I . ­ 111.1 I ­ ,_i r _ ., m "t_l � . , 1. ((( , ! .1 . LLI � b 0 b m ( , 4 � , "I I Y . . ) . _ ­ ­ - I—- _. � .... � ­ 1. ­ . . ­ _­ , I - '� V) - -- "I .� w, , 1- ,_ �, 1� 1� .. I _�-_ 67.25 - � 1 Of SETBACK LINE � _____� j n I � - � , i!llilll!lll i-_.,�,-.--,:,-,-;.;. - �.=_. ­ _. ­ _. _. _%I.T., ---------- i U) - ". 6 .1 .... -,-. " . . .-.J.L!' J 4 , 0 d p Cc) " 1* . / - . , N -------- -\-.-. - . ,t -- --------------- - - - - L . I z I" I ,` I --- t -, i� -'��; ­1 6 i I . i 1, / i I 1,­",�?.­­­ ;. / - - H/CAP :! ! . . z / (�� . - __­7�7_ - , 114- 11 I i I I .,;;- I ", ; .,% � I N I" j/ ; I 0 0. I - - .. .. '. Q_ I _.__11 8' C/ F - I �_ ,Iva,ZQ�- ", ��'�,�­ L 25' SIGHT / % if - ____ I .\.'- .'- - L __ __ �,® I " ,� !:!::! PROP, 24 STOPS RAM P -(z) -:r Z:, J 3 / I '�'. �a . I ,z:',- X,f I . �D _�,z � � . .. . c') ',41 1: "I, / 11 -If, IT 1. 11 � 'i TRIANGLE; 49 --- & 24" STOP BAR ---__� C) I�g c� . .. - r", 11 1� , I, .. � >c / * b 'Ai I r I i / I , �(, f i ; 9 - ,::� -_ 1, , .' , . w I S 89*54'47" W 280. 00' D&M 111 1. if 4Q I . , I 1,4'�. 1. .. .. c� cN . L � � , - . � .1 ., / , --� &� . \_ EX. STABILIZED ACCESS -Q-- , / 1. I 7, 11" 0 , 11 . - LOT 3 1 h.j I LOT 6 . � r ; . ­ - I I . �� - - _____ z , [? � / I I i I_ " AC 24' 24"/ STOP SIGN n7l, 0 ' w I : 11 ., Ili . "': '! / SS EAS CROSS I , , .1 'Ir . I / 1, �, 1. I 11 - I `7 0 cf) (n i j, < � "/ , a ; � I 1) - - - - - = I I , (I , , I � : * � CA4EIVT Z� [_�� I ,� I 11 1; ..? .. 'If / , V: CL U I I ,�, , if / f "; f). �.; // /__,� N (� 0 F CD / /I 1! 1,; . I /11 , I - I i i ui CD < ;, I ,,% . , 1 .� 1�) I - � i , I 1 1 41 � 11 /I., , / I � "', I , I " I I cn 1 ( . , I . 3 � I I I , ,',� , , , I CO , 1p co __� . I W_ a) q , , '' , 1, . / IV - �n (i 1 � (.c) U. � p . , , , 4,3()9 E� . , <c u� I � / / ; ,., I , " .;,�_ ? 1- I/, ^_�! I I �, . " .jd` / ql - . I 0 I � . , 1_1 1, ./ I<,,. I I . - 4 ____ I uj LLJ 1 �. 8d , � 11 . '. b __� II-_ . . _j 1! f ,, �:,,.,. /�j 1�' / '. � . >. Q I , I , . SEMINOLE COUNTY TRACT :: v) LL_ ", - � % q ,- 18 1 C; ,I I It \� I .1, i '' I i'' , . ,� .3,33 � I Zi I I " "? I /- , I LOT i I . I., ft., �._ . , , q 0 I j :, 11 , P , 11 I .. - � � I � I _�d -20-30-300-006A-0000 (�:) � fir �,,- - , . r , = i . I 11 - 41 I ,, '. ,�' .4. � �� � i-, / , PRO ED PARCEL #4 14 6 I = c� , ; , �1 , co .- " I 11 . ; %% 11 i,"'. i I , . I " !) 1; . t. �, 11 , 8 CRo I C) OWNER: SEMINOLE COUNTY BCC CD �t I (D o- / , / I" I I / I / 24 . Li 0 1, 4. j .1 !, %; / , " IV . J " .� C 1 P6 cj 1 L____ n /-, il , 0 . �% �_ i I - , � "I .1 , 0) M I � =) ry u I 11 I " : / ., 1. I L EA S ENT . P 1� i � I , 11 "I' <� . I "I , _ I I 114- - - i D_ i'/; .f! ., ./ LOT 2 . ". ___ . I- W CD = , " k I Cf) � V) m V) Ji _� , .. ., . L,�j W L_ _ - _. - _. - _. - _. - ' i , (:� / NOTE: MINIMUM 'I., I cr) i - I ! P . . , . . %_ - - . - - "/" , r I/ ." I - "i-i �)'­ / CLEARANCE OF 13'-6" , I SIGNAGE NOTE: (-\I Ln >_ . 11 ­. I i . I . I I . - / . /I I , I �. (vil /* I'll REQUIRED FOR CANOPY I 1. ALL SIGNS AND TRAFFIC MARKINGS PER �-) 't I Ey- e, ; _ I'. 4 11 !� "• ,'� I., OVER DRIVE THRU. . r-) vr) I - :.,. � "? ��, , 1�� / i� - III I w D DEVELOPMENT. (::� QD I F - - - [Ti .1111,11, , .A.r I / . I "_r "I � I ; - . STORMWATER I 9 ;.. . I/. / . I i , Q�j ,., " . I b b 1 1 => I / / �, ; �_. DETENTION AREA . L0 I P, / .. � I 1 ! , . , ; . 1 114- (::I) CD I I 0 it �11 ,!,! f " / . I L.Li ,./ I . ,�_ ­4, .1 , , / / STORMWATER EASEMENT I �_) u� u� 1 LOT. 4 COD vo /I �� -------,/ . ') �' ,.- / J Q I // / LEGEND: � /1 -;-�; , ""', ,,�? /I / * :j:pl. , I—- I . . 1b I �( '.1 - , .-.,/ I'�, f , " .1 I I i e- ", � w,l �":. " if 1; I � C3 lr� . I ).',I ,,, '.. : /I- , - , . I :, , c? I .1, i"/ 1.1", , � -, f..'q 1:! �, --------/ I -r- PROPOSED STREET LIGHT � I I I - . I % " � -, .1 .11'..., 1, . - � I - I - . I . I .. ..- " III . / , f �,f ," �. / i . 1, I __ V) L - - - - I � " / � I . ; .. . I i I � I I, I cp ,1 . i I I `_', ­ - I � jl_.� , , , I I � , - , 4 /,- 11 % I I I � � t' '. '/ I , � I I / I I . . / / . 1� ---------------- — / '. 1, I ill li- I . . / , t I� ,-'!' / , ), cr-� I - . __ - - - - - - � I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . j i 11 I � " / .1". ", I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I Nf � , 1. OF , N 8 9'5 7'2 B " W 279.95' MEAS I ., 'r . , -1 0 :EEM rK L117 1, 4'4 7 " W 280.00 DESC I /111 //��, � __ __ __ . ---- (D , 1-1 , t � . p III p .� I , !� S 89*54 47 W 585.67 D&M �, ,.,. -, ;��, � " 1 -, , 4� IrNir I .. I I�N,I 11_­� �: 1, 1, : -, , V-1, , �. ­ , / --,. _1'. il, . III. _'�,­ � ,? . , � .- I � � � . -I . 1c.11 ­1.7­11 _r",­F ­­�­­­i ,� ... ­­; - -­ ­ -� I.... %11 .. ­ _­ _ r _ .,_.I.- ­ il. I ­ .. C I—- 1. - I - . I ­� - --- ---- i -- ­­ i , , , _"! ­­ ­ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , , .1 ; I ; I I � � I . . � / . I ,,�, ! 4 1 . [ , I _1 , I ". . I . ( I I I I ill / , / I'll. , : ! I ; I " I "" i ; I ! i ; ; I z ; I I ! i � � i I � " j ; : ; ! � . 1, . I I ; r f I � I : � � . � I I , � . � I I I 11 .1 I � , ..'" .b, - .�.�V )(­v .....)� . o . , I i : . � : � � I I I . �. ') ; �� . / ,.. I i i I . w y ; I ! ; I I I I i I i I k., " ., _k_ 1­11'1.1�1.1!1..Jil�!, I I I i ) ; i I i I I I ! . � � .1� � -, ­ � ;, � ) 1 rj I i I � �­S_�_ - = 2001, SHEET: 5 OF: 17 R. - - ]I U ".­.-- *1, �1 I -, " t V�T .I .E`1�, 1"--'-Y�­- ." .' :";,`, ,T-I .,\ \ 1 4 1r. ' r Sanford -ire PPre enfl mn -�'D it Date. . ., -11 1 I� CMRUOM NWES WAIER 1AIRIUM 1. ALL WATER DISTRIBUTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED Num. SMPREY S�ry®�� rb IN ACCORDANCE WITH TOWN OF LADY LAKES REQUIREMENTS, FLORIDA DEFT. OF ENVIRONMENTAL PROTECTION, AND HEALTH DEPT. 1. ALL ON -SITE UTILITIES SHALL BE PRIVATELY OWNED AND MAINTAINED. TAX PARCEL ID NO. POINT OF CONNECTION REQUIREMENTS. 2. ALL MATERIALS FURNISHED BY THE CONTRACTOR UNDER THIS SECTION SHALL 2. THE EXISTING LIFT STATION WILL HAVE PRIVATE OWNERSHIP SIGNAGE 14-20-30-300-0050-00 >- r CONNECT PROP. 8" PVC SAN. MAIN BE NEW, HIGH GRADE AND FREE FROM DEFECTS, AND PRIVATE PUMP STATION PRESSURE SWITCH ASSEMBLY. THE ASSEMBLY 14-20-30-300-0060-00 1 'j '; ' .> r_' / /f TO EXIST, LIFT STATION SYSTEM TO 3. PRESSURE AND LEAKAGE TESTS FOR NEWLY -INSTALLED WATER DIST. SYSTEM PRESSURE PIPES AND APPURTENANCES SHALL BE PERFORMED SHALL BE, LOCATED ON AND DIRECTLY ADJACENT TO THE SUBJECT PROPERTY S SIDE OF OF THE PUBLIC RIGHT OF WAY LINE 14-20-30-300-0320-00 / i , ON EV. LOT 2&3 soo ' • , • F S IN CONFORMANCE WITH TOWN OF LADY LAKE AND FDEP STANDARDS. POT- r `d. ,,.. � i- CITY OF SANFORD SERVICE AREA ABLE WATER TEST PRESSURES SHALL BE 150 PSI; DURATION OF TESTS 11 IS TO BE 2 HOURS. TESTS 'TO BE CONDUCTED PURSUANT TO AWWA C / t i,f' , " 1 `` s SPECIFICATIONS AT 150 PSI AND WITNESSED BY CITY PERSONNEL. ! rI- •F y, C�, 4. DISINFECT POTABLE WATER MAINS IN ACCORDANCE WITH AWWA C651 STANDARD F 1� f 1 ` >' PROCEDURES FOR DISINFECTING WATER MAINS. DISINFECTION OF WATER MAIN /. /.' _-, vv SHALL BE WITNESSED BY CITY PERSONNEL. : a' %' / / v,` ., 5. ALL PVC PIPE MUST BEAR THE NSF LOGO FOR POTABLE WATER USE. I ;; 1J`1. '�i' ,,.,. , 7. ALL WATER MAINS WALL WATER LINES ILLBEINSTALLED 900RPVCRWITH A MINIMUM WORKING ,% -` ` Cal _ ., _ 5 � .1. PRESSURE OF 150 PSI OR ANSI/AWWA A21.51/C151 WITH A MINIMUM WORKING /i, E/XI TI i ,•Y , S N G �- %PRESSURE CLASS 150 PIPE. ,, „ E r• _. ,.r,.. r ".. , r,1 r}.: s' 'ia ` s i " . _, _ .- rft, "..__... :xl,c _ , r.. - . � 1 r TR FIC SIGNAL _: ) ,, _ c.,; .___•- ___ I, -,-__,_.-,,_,- {,,, ,_-„..,.-_- '- _r/ -_---- ------ {.,•f. .-----... �,•,r: --- ,_,-.__ , : . 7"" I( V, ,,� f'):II­ WEST 325, . .. _ - W ,_ ., .__ ___ .. _..._. ._._ ..._ .__ .__ __ __... _... ........ ... ., ___. -. __. - - - - - 1. c <� ..-„J g 5 cw __. __ ___ __ _... ___ .......... _ __ _ _ ._. .- - -_. _._ - .- ._ .. _ - .._ ._.. _.,. _.._ __.___...__ -. __ __.._ __-. _-. _.__ .__. _ I/___ ,..._.' 'mot,; `_/+ .. / 5 tom, - t : , //AAA' S . W , I E r: N . u7 CD 0 N II = U = r7 N H cn t•- O " to ii . 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A YPA ME ER p,,� . - c� c� i -DISTRIBurm P OPOS _. q q _ �y. -.. r-- c f _ d _J Q-- G " I r. i %• / 011`4 f OF .CONJ CT N r, -.. _ _ - ,-STRiP� DETAILOSR z __. -.. ..,., _. _._-_ rc: C, 1 ! 1 - - -- i W W W W W W W W _� I a- _. -_ .___ _. ___...-_._._. 7i j: WET .i P P,ROPO E� 8 >PVC �iVA�EP MAI�� �. �� .. _....__. ____.-_.-__, 1 - • ... ' _. TO EX 12 v�/M TAPPI C 5 _EVE ;C !� W LF V, LSE o _._ 4 r _,,. ) r /� I ... N y , ..-.1.__. :., -._::.. _.__ `h .._ ,__ :, _,_._ c. "-__. .-..., ..,-.._A __- , v J _i_ J` / i/ vi �f SEE SHEET $ / C1�Y OF---___RD;SERVICE AREA ; ,.. I•. :.. _. - . I' %� 1 fr.f W a.. r r .... .. .... / / / / _._ c� -4_ FOR STRIPI G.% ETAI r Y / ;'`: ` r / .., ROPOSED CROSSWALK I 1.._ �::..- D 4 <^,,_ .._.,, _ - - - - _. • I ! : / r/: r % •.r., .r ;t • ...', - r. O. `': J ft,.i fiT .f: i ... ',x,4 / W' W' �.' Q' Q' 4 i _ / r . 5 . _.., .. _ - rl / / / !r r r I ` y.. ,%/ �0 ` l 33 fi' N N N N •- •- %i' i i f j j' _ \_ v''r`J , rr ,t 'i °� /1: = O O O O O O O o FDPOS 00 i • R 780.63 . :-)', / /r /' / ,sT �` o - 7v•+� }J "r,, o'er nt'•'?,�,r. _sY°'...1",u/:M+'t'� I s oa o3 45 E , YS' i In Ln CO N 1n Q CO 1' j r J :, o - REMOVE & REPLACE ;':I$ GATE VALVE �4 /"�- , (rR ,E - 1 o---- - \, I o N o N r�) N Q / „ . 0 ;' EXIST, 10 LF-5 $IDEWA IK / „ .. 1_l , a�_''-�_ 13.24 - ,„ r` c„ N N o 0 ° a., 2 4 ` / 2 GATE VALV � ,.., _. o 0 0 0 FDC r� 1' .. - / / // / / E 7IC.1,,; .._.. I ' �! LOT 8 % ,' , f of : r Q - _.. r �, r R N t, ;k, 5, rr{ ; J A ETrR I -= _ -- t SIGHT /, / Y , ,ar , .r *; ... - I I TRIANGLE °/K)W ER' ETER;•. !. _ Pf.' - ' Y A _, _., ,,, i f r 2 T %1 r ti!, ✓ / \ _ , ,/ I , ,' _ _ 2 SIGHTS_ _ _..- p l , /; % I' a` , \ - - _ TRIANGLE u/ , � L.r II CID Q •., `'� /;I J'`� Off; -, ` 2" AWWA AP,�?ROVEiO'Y M1' , ;:, %/ WATERSERVICE- _ \ ,�- 25 SIGHT , Q '' ` `� 25 SIGHT f ` Cp It ,4 If i i/ �'° /,BACKFIOW P. ' - PLUQ F 11�JH! } )POSED 2 t 1 co TRIANGLE r., ~ ?; REVEN i _ 8 �STU� r TRIANGLE 4' o I , __.. ;' 0 / fF' ,%f I (TO UPERp(E UNDER w' A • ��5p',' _ r PROPS ACCESS i�F/ ,/ /i i RPZ PRINCIPLE) ;; / SeTB�C{� C� 275 LF - ST,4T FT�II�Q / ',I CROASEME� I LL f--� M O ' ` ; ,/ XIS[ING FIR - NE8 1 _ „ FIRE NE (DR 14) � 1 P E / 5 LF „ i t /' �;/ ,I J ,/y,. ;r•tr,.t / HYDRANT TO PROVIDE : J, / �/ C ®0 8 5 L $ 1 r ^.,,, W , - - ' - - ' - - - cn 1. I�, ( MIN, 1250; GPV 0 b 4p% DIP ®0.4U% s 1 r a o , ,�,; "� �< ' 20 RSI RES. ¢lil- , : , , _ � �/'�\\� ; r r •,'� I ,i ; ` <' , , - ,., , ,,. -,� \ r/,�� �l . , '•d .; - - ,z 1 ; LOT 4 F n ' , d.. 7 , /` V I•/ •i i,` ri' /' f! `'��'.r r I r,s, -'. •1 ,! /- .,� , r-7 I /- d ~ , �- { S I - - - - C� �- �,/' !,i /,, • j` Y .� f'9 \ l I r j'� J / . •�, �.) '%mod•.,;, _ I . - oT I. I ' 'i O I- W L` / " r 'I // � 1.�' ( } �. I • • `�Q ( d -p _� -�- i 1 1 O O I !../ Cat Vim' r`r, /,-, � 'I I % ? rl W ,, / /' gIFO .(Q�` ©� f•7 I I 'rl j.e � v 1 V ,_ .-,.a..,t'' i , ' �` O BIKE r I II I N f / G -` %i / , :,�' �0�� RACK SAN - 1 SANITARY �U 115 LF I OO°a3'45" E f LOT I H /� j/�\ . / Q `' 11. �0." S SANITARY MANHOLE f PVC 8" I I C� z / /O, 'r ,r%'/ r/ / f /r r�;�y :al•.• TOP EL, 47.90 �� ST� Oi, a6:.�.7 DESI. 1, �`� JAI ix INV. NW) 43.90 , IT- , / / . •' EAR R O UG 1-if L ./ /r I/ r // tip.P „'9 z `'r" _,.,.....- , __.__ "_-._ . .. .....-. ,. ._.._. ,_. -- � - . INY, E 4 0 ;:•:.:. '••�' a ... E fi:- J // '_1.T J IN . 44 OR FIR _ I „ _ r Y S3 .90 (6 P �� Z i � 0 .69 MEAS � W L r rJ �Y' / LOT 1 TOTE I o ✓ , - II,II I-f J I W + ; f J. - b ., , ,.,,, ,• _� WALGREEN S STORAGE - (j :. • 5AN 2 ._ .., Q • I - _,.---_, , , _ __ .•.... r / - _,.__ r I, f r / Cltip '/ °„ r, y r rb f;' D E ;.. RY MA m I I ._.III. , ._.._ ,3' �� ..r, ! ...1"�,-) '''' vl f .__1 J . .� RUG STOR 5ANITA NHOLE C/� Q Oa.` f /, / 1 r. , .. f /;� � /' 14 490 S.F. ... I - __ 30:- t 1 - nuIII a • '0 •, TOP EL: 48 25 N 89 54 47 E 325 �L� .� -% .'f ! / , /`, a •.., .. r L,••. • LIJ -- _orY� S�.e! r, -- { ; / «, ` ^ �f�10 :'• 74 PARKING SPACES �H r a ... ' INv. w 42s5 - - - ' - - - - - - - r / / E DOOR INV, N 40.65 I EXIST, STABILIZED ACCESS Ff r„ '``• r/ r , "i -1 is�./ /'/' / �' r f11/'/ f'' �.` \ / 1.709 ACR S fly•, v� INV. S 4Q.75 O L_ - - - - - - \ - - - - - - - ' - - ' - ' - - ' - ' - - -f' - I - - ' - ! ..''., dF-- TJI7L - z - ' - - - ' - - - ' - - - ' V L� V ;`I /` y > a✓ ; • TO BE FIRE SPRINKLED : l• ' „ `'�_ .1 .. ; , (/� Z r- /I .:1 , ,-.ry / y •,'. ,, .,.,•• •.' � a- SE-TDAC-14- l_WE - - - ,, r /r J ' r 3 f"Lor x� W�� r• __ ._._. __ �. ` l /, / t / (� ,; r ', /. STABILIZED ACCESS _......._...__. _.., _._.. •,_ .__ ....- ..,_ `' I "II Q �o� �� " r 4.r - I CP,` ;, I� 'a ,i1 i` �' , COMPACTORS &25 - __ - _ _ .... ..... .... _,._ .... r 6-:x, /` I r.,Y s NI �� c�'i� + ®o O N 42°03 38 1j I/ ,;' \ SHREDDER -\ Z - - - - - - - - - - - - - �-10 SETBACK LINE 1,-.:J � ' a. _ . _ . _ . L_.-.. Q.-!-.-_-.-j, - - - - • - .�." ' - - - - - �_ �� ;I U Q m /{ z r J I O. V) -q- It �' I •':-O Q ` 9' C- YI I / i /� y, 1 IN .11 r! / lJ % " c ®- -- I r -® -v j jJ, / !IT I `'`'9 csz-�% w I S 89'S4'47" W Z8a.oa' D&M ;I L L; { t; fl;, !° �` °UNTY TRACT "f � - If s v 30 �. \ z '° `' `•a' ' ' LOT 3 z ; SEMINOLE 20�30- 0o-oo6A-0000 LOT 6 ;/ J / ,/' /rf �I ,�`�, I, _�^' F=, �� �_ � �• '� / -' I PARCEL �4 14- I, r, ® - 1` / r'' , r�,' /' ; ,� / Q v I OWNER: SEMINOLE COUNTY BCC '"�� - - - - • - - • - - - - - • - I?' j / ? :/ /'' / t"r / � I CONIt711� AR i I i t. /` / / /` ,'r � ��� 15 UTILITY ' _ _ _ _ 1.I // r/` / J r'I'`;/ // / h EASEMENT ! I 1. ALL SEWER COLLECTION SYSTEM RELATED ITEMS SHALL BE CONSTRUCTED I /I ;` " f % ' /tip/ O I I IN ACCORDANCE WITH CITY OF SANFORD REQUIREMENTS, AND THE FLORIDA I ' fl, Al ` ; , ,�, / / f;' j ; .r;' , ;/', / DEPARTMENT OF ENVIRONMENTAL PROTECTION REQUIREMENTS, i I i i/ 1, , : / Q j 2. IF UNSUITABLE MATERIAL IN THE VICINITY OF SANITARY SEWER LINE ARE 1 i I' il,� / ( i"'� / 78•43 I FOUND DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE I r I Uj ID Q t, {,;/ > / q (n 1 s f / / >, (,, / / 9 ENGINEER WHO WILL DIRECT THE CONTRACTOR TO REMOVE THE UNSUITABLE 1 ; ,I En rr , %,/ t I r . - / 8 ® MATERIAL AND PREPARE THE TRENCH AND INSTALL THE SEWER LINES IN � q 1 1 C3� ,? '. '' • / >1.> ' /1 °•., `�.33 •� I ACCORDANCE WITH ASTM D-2321. i LOT q Q / j ! ' ' ,_r // ,` ts' ;' / / ` 3. ALL SEWER MAINS SHALL HAVE A MINIMUM OF 3 FEET OF COVER OVER � O I 0 / ' f J ' �' / Q / THE PIPE TO FINISH GRADE. 1 I �- . Li /� f � / /. •' ' ' ';` `C/ / 1 4. ALL FORCE MAINS SHALL HAVE A MINIMUM 3 FEET OF COVER OVER THE i a / 1 , ---- 1 PIPE TO FINISH GRADE. 1 Z /, ! / ! '/ ./1. O 5. ALL GRAVITY WASTEWATER MAINS SHALL BE SDR 35, ASTM D3034. 0) m 1 / � -f ' rl • /// J ,/J , ./ LOT 2 - � ! IN 6. ALL WASTEWATER FORCE MAINS SHALL BE SDR 25, CLASS 900 PVC. i W U /,:O / I I N 7. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO ENGINEER PRIOR TO COMMENCING i a L - / I r I. 1 1} "A ` , CONSTRUCTION. L� W - ' - - ' - - ' - - ' - Z f ' ''[�►y� •/ 1 r- 8. FORCE MAINS SHALL BE TESTED BY A HYDROSTATIC PRESSURE AND LEAKAGE � i = Q < II I/'lr, I ` !_ J �'��.., i /'_', "I 4 f, /•/ IME CK CLACS "R IRRIGUM i TEST AT 100 PSI IN ACCORDANCE TO AWWA C-600. � - 1 ~ � N Ln 1 (n rr) <I I TOTAL AREA = 74,745 S.F. (1.72 AC) I W �O�) �A �-) n I r, h,�', � 4r ;f`� '' "`• - IRRIGATED AREA = 13068 S.F. (U.30 AC) 1 I i / �, PROP, SANITARY SEWER FLOW = 5.6 E,R.C., 1,667 GPD STORMWATER I . o o I /` %/ •' '1. • . RECLAIMED WATER USAGE = 30.6 HDS., ® 4 GPM = 459 GPD BASED ON 15 MIN. DETENTION AREA � 1. A WATER MAIN SHOULD CROSS OVER CONFLICT PIPES WHENEVER POSSIBLE o QD I I � / 1 I MAINTAINING 36 INCHES COVER. I • / /' j ;/ rl / DEVELOPER SHALL CONSTRUCT RECLAIMED WATER ' I 1`0 2. WHEREVER A WATER MAIN CROSSES UNDER A SEWER MAIN, OR CROSSES OVER � Ul 1 LOT' 4 , , _. C3 LESS THAN 18 INCHES VERTICAL SEPARATION, THEN DUCTILE IRON PIPE I I �.. r%' ; ` 1//\ / ' DISTRIBUTION FACILITIES TO THE PROPOSED DEVELOPMENT . SHALL BE USED FOR SEWER PIPES FOR A DISTANCE OF 20 FEET CENTERED 1 # 1 r :;,, /,, / / `,, , I ID ON CROSSING WITH NO JOINTS WITHIN 10 FEET OF THE CROSSING. /:� „ ;11 ' / r ;, .n,. t.. GP A FULLY AUTOMATIC IRRIGATION SYSTEM UTILIZING / 1 10 3. 18 INCHES SEPARATION SHOULD BE MAINTAINED BETWEEN ALL PIPES (STORM, I I %' i 4- `'` I � RECLAIMED WATER SHALL BE INSTALLED BY THE i V) SANITARY, WATER) WHENEVER POSSIBLE. % t 1 f # / Cp 4. MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN WATER AND SEWER I L - - - - J' I ; ` % -/ - " DEVELOPS SG -AS FO---PRWDE�8TAL-COVERAGE-FOR ALL- . MAINS AS A MINIMUM. r 1 = ! .1.,' LANDSCAPING, INCLUDING HEDGES, TREES, AND GRASSED r 5. FORCE MAIN CROSSING WATER MAIN SHALL BE LAID TO PROVIDE A MINIMUM I ;`' •_.'-.---'' /•' AREAS, FOR THE PROPOSED DEVELOPMENT. 1 ! VERTICAL SEPARATION OF 18 INCHES BETWEEN THE PIPES WITH WATER i _ / I MAIN CROSSING OVER FORCE MAIN. I- - • - - • - - • - - • - - • - ; ,•`' , I / ``"I : I.,-._,-,-,-.-,-.-,_._._._._.-._._,_._.-._.-.-._._._.--------------------- .----------------------------------- ._.------ -._._,_.-.-.-.-,_._:_,_._._,-._.-,_.-._.-._._.-,_._._._._._._,-.-.-._,-j N 89'5728 W 279.95 MEAS 4,47„ 0, I / ' ,,I S 89°5 W 280.0 DESC 07 ! /; ---------------------------------- ------------------------------------------------------------- If ;' S 89°54'47" W 585.67' D&M ,, ,. / �F_ T {---------------------------- ----- ----------------------------------------------- r i7 1 1 s I_ I. I _ I' 1 I / ,'' ,I I I i I I , I I I i I r3Ul. U 2002 <j I ) I I I i ? ; I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. ®- - - - - - - - - - - - - - - - - - - - - - - - - - - -i SHEET: 6 OF: 17 . . 46.72 �\ I TAX PARCEL ID NO. w * - I ": i , I '_ Qp ,. �\ �p 14-20-30-300-0050-0000 - /''­ i _-..� ; , ��. , ., , �x " i ii "', ­ ,, , , I I',, . I �_ ­,'," , ''_� , III / ; ?"". , f,I 0.�/,, 11 11 14-20-30-300-0060-0000 '_ /I ,�_.,. ,l, " r-, �r, .,�.'_. I- "'I, -20-30-300-0320-0000 It'. 7 I � t'i� .) v 14 , -11, e ",_ f­­),_1 )il'., I . �� J, Y, 'D ___ i f N � I-, I .1 � - ­"_ 1 11�1 If ., � �"�, , " , �. . , ; 't", / I 1, -, . ? .- � Xj,_ " , - �(y � , - I , 11,' - - 11 ,-, (, ,�- ,, I S-103 ,9r -, 0 " .-.,, / � 6 i / �\ I �> . I -il , " ,),--,/ -, i CIV"... I �> , �,�, , . / / ," ,;.., ." ) _.- . �, ! ' BY OTHERS I - ,,­-,."�, ;1,11,.�/ , ,, ��'. � , � I 40, 416. �, V'q .. 4 � , --� /I ". , . 47.0 �11­­1.4, - ' . 1. 1-11 TOP EL. 46,06 ,�. 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INV: �E) NWI I � I i I i i -- " I \ FDOT 18" IRCP` 11(4:1) 40.25 1; I WEIR EL. 46.75 0,44INV. 40.00 INV. 40.50 ORIFICE EL. 44.25 INV. 42.61 OVERFLOW STRUCTURE BY OTHERS MODIFIED TYPE V INLET TOP EL. 47.00 WEIR EL. 45.60 CONTROL EL. 44.75 ORIFICE EL. 44.25 INV. EL. 43.12 MEET: 7 OF: 17 * A P /L AS SHOWN l 2�� VALLEY GUTTER 3' I 24' ASPHALT BASE SUB -BASE SECTION ",s "" AS SHOWN 24' P /L HIGH POINT STA. 1 17+ 78. 5 7 PER SEMINOLE COUNTY RELOCATE SEMINOLE COUNTY INLET S-202 TO STA. 117+00 FLOWSLINE) ME) 43 65MATCH ET TYPE, ^ V� U f STALL 5-204 PER SEMINOLE CO. FLOWLINE (SANE) 43.40 0. S-200 PER SEMINOLE CO. f;t 145 LF�. FLOWLINE (S,E) 43.80 18" RCP.' ,� r�r y ; r !9 !' t.P 7 48.89 VVE.S 325 _-.. — — - 5 C W __-__. _____ ___95 48.28 ` - °Y • n RC ` ,.. ... s� F , 48.10 -f . a - - ` conic 47.95 —� • : n ` .y 48.61 % LA ��-G BIRD�-- �_ _a U ,,.• i VARIES) ' _- r n. 0 114� p STA.11 fi455A w �t 26 ' o0 u� __, . ," 49.24 l SIGHT - ,,• -- CONSTRUCT 105 LF- o/ST 3 o--- 49.09 VALLEY CURB 50.00 a 49.76 r o , 49.94 E F El.f 50 11 W E S d 30' 60' SCALE: 1 " - 30' 1 l 47.95 ' qj LQEN D : 48.66 PROPOSED PAVEMENT ELEVATIONS PER 49.8o SEMINOLE COUNTY CONSTRUCTION PLANS OF LAKE MARY BOULEVARD IMPROVEMENTS / 88 - - PROPOSED PAVEMENT ELEVATIONS PER l r 4 9.8U ` WALGREENS CONSTRUCTION PLANS 49.1 i) 49.344 ` VVV 49�7 r_s. 49.95 f , i''I NSTRUCT 95 LF - C0 �_ � � ; LOT �� i`,, �_,• �u... ` 3' VA LLEY CURB _ o-- ' IGHT DI TANCE = 37 49.61 f . ! _--_ ` r, i PROPOSED STOP SIGN &STOP BAR ` ! •{5 _`^' 4. OP E 50.08 + $ i 25' SIGHT TRIANGLE �-' „ 4 WHITE _ NOTE. 25' SIGHT t 5'"SIGHT ` TRIANGLE SEE SHEET 7 FOR PROPOSED PAVEMENT TRIANGLE 6" DBL YELLOW LINE a ;' C)\ Il�H1 •25=SIGHT ISO PROPOSED STOP SIGN & STOP BAR GRADES W/IN PROPERTY. o TRIANGL 4 --_ w 5' sir �- - _— LOT 4 - Bq WALGREENS 1 CK CINE�wl i o PROP. RIGHT IN/RIGHT OUT Ln STRIPING (SEE DETAIL THIS SHEET) s o W NOTE: 11Ln I' o Q s S 00003,45„ E PRIOR TO LAKE MARY BOULEVARD IMPROVEMENTS, WALGREENS 6 TO UTILIZE EXISTING DRIVEWAY FOR PREVIOUS MOBILE GAS,' LOT 7 106. 69 DESC STATION SITE. CROSS ACCESS DRIVE THRU LOT A TO BE C) S 00'06'07" E CONSTRUCTED AFTER LAKE MARY BOULEVARD RETENTION 1.1,06.69'MEAS POND IS RELOCATED AND LOT 4 IS FILLED TO FINISHED/" v) GRADE PER LAKE. MARY BOULEVARD' IMPROVEMENT PLANS.`. I N. 89'S 4'4 7' � 'E--- _ ' i 325. 00-DESC 8 _.._.....__ ' CLF t --10' SETBACK LINE CONS- ' CP 3' --- io z_ N �G Q w z Q ;7 4" WHITE 4" YELLOW 12" YELL ,a 8 WHITE LINE �- 18" WHITE CHEVRONS 18" YELLOW —� 4" DBL YELLOW DOUBLE 6" YELLOW TYPE 'E' CL'-- C%-�rMIf,IKIr% Mf--rA RIGHT —IN & RIGHT —OUT N.T.S. •2' PROPOSED 12' I LEFT TURN LANE 24' PROPOSED 2 - LANE DRIVE BY SEMINOLE COUNTY —5----- 9 R1-1 / DO NO r ENTER R5-1 D R3-1 3.5" ASPHALT (TYPE S-3) TO BE PLACED IN TWO LIFTS WITH 1" FC-3 WITH RUBBER FRICTION 10" LIMEROCK BASE, LBR 100 COMPACTED TO 98% MAX. DENSITY MODIFIED MAX. DENSITY AASHTO T-180 SPECS. 10" SUB -BASE, STABILIZED TO 75 PSI-FBV, LBR 100, COMPACTED TO 98% MODIFIED MAX, DENSITY SECTIQN ffEll PfE" N � `t OM N � N N m N II Z U = ro N F- (n F- O CD Q 0 � z z p N cn Ln N N c I� F=- F=-• IT- F= F= C, U U U U U U z 0 z U 0 w U UU O z zzvwi Q )y ) 4y 6 "G L_ (� O o O u' zO z w o p� F- O O O g w w w w w w w a- 0- 0- 0- 0- x 0- C) w cz) w m w cl w cn w¢ � m w cn cn cn cn V) 3 v) cr_ 0-1 � � � rK 0 0 0 O u C) \0000 u N [V N u CD C) n co N \p 6 rl_C) C) w Li! 0 C) O a O �- Z p Q 1 L1,J IY ��'`� ^ (D oQ m cn V) ly b i a CROSSWALK N.T.S. UL 3 0 200/ SHEET: 8 OF: 17 FLASH AMID SEAL CHUTE - BY GENERAL CONTRACTOR COMPACTOR INSTALLER T❑ COMPACTOR CHUTE PAINT CHUTE Af JD D❑GH❑US. TO r,IATCH DOGHOUSE BY C❑HPACT❑R'S o M INSTALLERS C011TAINER z z - o Z T n co ca LJ N fd❑TE, - w w F01-1PACT❑R w❑❑D FENCE ON B❑TH 1,111111,1UH r u u GAL'/APIIZED DIHEHSI❑NS TO STEEL POSTS BE SATISFIED = o - WITH 6' GATE (BEET OR C3 3 PAVEMENT EXCEED MIN-) z 9 �FpjJJA \� (P-I❑ STEP) � a I / _ s= X 6' ANCHOR BOLTS BY COHPACT❑R INSTALLER G hiAXIIiUP'I C❑NCRETE PAD SL❑PE P` PER C❑NC F❑❑TINES FOR 10- WIDTH (1.66%; - SIDE TO SIDE). TE PAD DECL INE AND / STEEL POST �I BEY❑IID SEE DETAIL I,IAXII°IUII C❑NCRE 12:'C0.0 (SIMILAR). INCLINE (FPONT T❑ BACK) 10' PER 40 (2.1%) HOTE FOR EXTREME CONDITI❑NS, - C❑NTAII�JER ST❑PS OR ADDITI❑NAL C❑I�IPACT❑R ANCH❑RING HAY BE REQUIRED L_ _ ELEVATION AT TRASH COMPACTOR INTERIOR CONTROLS ar" EXTERIOR Wi MASONRY DISCOr'IPIECT SWITCH ENCLOSURE (TYPICAL) a -a NOTE: LIrdE OF1,' 1 FOR TF EIC DINEr- ON P_NGS PREFIHISHED � - ALUHINUti 44WHIHG (13-0" LENr,FU TH) a \ v T; ��z ` MASONRY \ \ ENCLOSURE 1�, - o �(2) n GATE MASNRY ENCLOSURE \ ;Z65' DELIVER, TOUCH - 2) 6 -3' GATES \ (2) 6'-3" G^ E� u \ \ J '- 2/ 7'-9 1/2' -1 STOP SIGNS a / PAINTED h1OUNTED ON GATE \ \ STOP LINE' AND PA\/ENEf•IT \ STOP LINES \ ti STOP SIGH 1! -6" x nS-O" CLEAR FOR PAINTED Oil \ REFUSE TRUCK APPROACH PAVEMENT / NOTE, SEE I)1 FOR SITE \/ SPECIFIC DIMENSION STRINGS PARTIAL PLAN AT TRASH COMPACTOR SEE ARCHITECTURAL PLANS FOR DIMENSIONS CONSTRUCTION NOTES GRADING: 1. EXISTING TOPOGRAPHY AND CONTOURS ARE BASED ON THE FOLLOWING: SURVEYOR: ACCURIGHT SURVEYS, INC. DRAWING No.: 30-20-14-WALGREENS-PARCEL DATED. 06/05/2001 REVISION DATE: 2. GEOTECHNICAL SERVICES HAVE BEEN PROVIDED AS REFERENCED BELOW. ANY CONFLICT BETWEEN INFORMATION WITHIN THE REPORT AND THESE CONSTRUCTION PLANS SHALL BE REPORTED TO THE ENGINEER UPON DISCOVERY. THE CONTRACTOR SHALL REVIEW THE BELOW REPORT PRIOR TO BIDDING. GEOTECHNICAL ENGINEER: UNIVERSAL ENGINEERING SCIENCES REPORT No.(S): 180533 DATED: AUGUST 01, 2001 3. . EXISTING TREES, PLANTS AND SHRUBS WHICH ARE MARKED OR DESIGNATED AS PART OF THE LANDSCAPING SHALL BE CAREFULLY PROTECTED DURING CONSTRUCTION, WHERE TREES, PLANTS OR SHRUBS ARE ADJACENT TO THE CONSTRUCTION CARE SHALL BE TAKEN TO PROTECT AND RESTORE THE ORIGINAL CONDITIONS OF THE VEGETATION 4, DURING CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE ADEQUATE DRAINAGE AND PROPER SOIL EROSION CONTROL MEASURES, AS NECESSARY, 5. ALL SITE CLEARING AND GRUBBING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 110 OF FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 6. ALL EXCAVATION AND EMBANKMENT SHALL BE PERFORMED IN ACCORDANCE TO WITH SECTION 120 OF THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. LATEST EDITION. 7. ALL FILL AREAS GREATER THAN 12 IN IN HEIGHT SHALL BE COMPACTED IN 12 INCH LIFTS (MEASURE PRIOR TO COMPACTION) TO 95% MAXIMUM DENSITY PER &A.S.H.T.O. T-180. 8. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED UNLESS OTHERWISE NOTED ON THESE PLANS. ALL GRASSING SHALL BE PERFORMED IN ACCOR- DANCE WITH SECTION 570 OF FLORIDA DEPARTMENT OF TRANSPORTATION -SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 9. ALL DESIGNATED AREAS TO BE SODDED PER THE PLANS, SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 575 OF THE F.D.O.T. SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 10, THE CONTRACTOR SHALL NOT COMPACT, STABILIZE, OR CONSTRUCT BASE COURSE WITHIN LANDSCAPE ISLANDS OR MEDIANS. 11. FINISH FLOOR ELEVATIONS ARE TYPICALLY 6 INCHES ABOVE DESIGN FINISHED GRADE AT OUTSIDE PERIMETER OF BUILDINGS EXCEPT AT ENTRIES AND WHERE OTHERWISE SHOWN ON THE GRADING PLAN. 12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATIONS OF UTILITY CONDUITS (SLEEVES) UNDER PAVED AREAS WITH EACH UTILITY COMPANY PRIOR TO BASE INSTALLATION. 13. DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO INSURE AGAINST POLLUTING, SILTING OF OR DISTURBING TO SUCH AN EXTENT AS TO CAUSE AN INCREASE IN TURBIDITY TO THE EXISTING DRAINAGE SYSTEM AND ADJACENT WATER BODIES AND WETLANDS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL PERMIT CONDITIONS RELATED TO SUCH MEASURES, METHODS MAY INCLUDE BUT ARE NOT LIMITED TO, FLOATING SILT BARRIERS, SEDIMENTATION BASINS, SEDIMENT CHECK DAMS, SILT FENCES, HAY BAILS. THE MEASURES SHOWN ON THESE PLANS SHALL BE CONSIDERED MINIMUM AND SHALL NOT DEVIATE THE CON- TRACTOR FROM THE RESPONSIBILITY TO IMPLEMENT ANY MEASURES NECESSARY TO PROVIDE PROTECTION FOR EROSION, SEDIMENTATION AND TURBIDITY. msmwnoNWTES DMWE 1. ALL DRAINAGE RELATED CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH ST. JOHNS RIVER WATER MANAGEMENT, PERMIT ISSUED FOR THIS PROJECT. 2. ALL DRAINAGE STRUCTURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 3. THE FOLLOWING F.D.O.T. CONSTRUCTION DETAILS ARE HEREBY INCORPORATED THESE PLANS BY REFERENCE: INDEX NO, DESCRIPTION 102 SILT FENCES 104 EROSION CONTROL 200 STRUCTURE BOTTOMS 201 SUPPLEMENTARY DETAILS FOR, (MANHOLES„ 232 DITCH BOTTOM INLETS -TYPE C AND E 272 MITERED END SECTIONS_ 300 CURB & CURB AND GUTTER 500 EXCAVATION EMBANKMENT AND GRADING 600 TRAFFIC CONTROL 4. PIPE LENGTHS SHOWN REPRESENT SCALED DIMENSIONS BETWEEN CENTER- LINES OF DRAINAGE STRUCTURES AND FROM INVERTS OF HEADWALLS AND MITERED END SECTIONS. BIDDERS SHALL ADJUST FOR PIPE LENGTHS WHEN BIDDING MITERED END SECTIONS. 5. ALL STORMWATER DRAINAGE PIPES SHALL BE REINFORCED CONCRETE PIPE (ASTM C-76, CLASS III) OR ALUMINIZED STEEL TYPE 2 C.M.P. SEE DETAIL THIS SHEET FOR RESERVED PARKING SIGNAGE SPECIFICATIONS -� 2" w J � m 5' w J m 4" WI{ITE 0 2' o.CC. { 4"(TYP) 12 MIN, PARKING STALLS SHALL BE MARKED WITH WHITE & BLUE PAINT PER FLORIDA ACCESSIBILITY CODE SECTION 4.6.1. HANDICAP PARKING STRIPING FOR SINGLE SPACES EROSION/SEDIMENT CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, ON SITE WETLANDS, STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITIES EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES. CONSTRUCTION SEQUENCE TO MINIMIZE EROSION AND SEDIMENTATION AT STORM WATER DISCHARGE POINTS. 1. CONTRACTOR TO INSTALL SILT FENCES AS SHOWN AND AS REQUIRED. 2. CONTRACTOR TO CONSTRUCT POND AND CONNECTING DRAINAGE OUTFACES AT INITIAL STAGES OF CONSTRUCTION. 3. ALL GRADING OPERATIONS SHALL BE PERFORMED WITHOUT DELAY OR PAUSE (CONTINUOUS OPERATION) UNTIL PROPOSED GRADES ARE MET. ALL EXPOSED EARTH SHALL BE SEEDED AND MULCHED OR SODDED SOON AFTER GRADING IS COMPLETE. 1. ALL PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF SANFORD CONSTRUCTION SPECIFICATIONS. 2, CONTRACTOR IS RESPONSIBLE FOR GRADING ALL PAVEMENTS TO DRAIN POSITIVELY. INTERSECTIONS SHALL BE TRANSITIONED TO PROVIDE SMOOTH DRIVING SURFACE WHILE MAINTAINING POSITIVE DRAINAGE. SHOULD MODIFICATIONS BE REQUIRED, CONTRACTOR TO CONTACT ENGINEER PRIOR TO PAVING SO THAT RECOMMENDATIONS CAN BE MADE. 3. SPECIFICATIONS FOR THE INTERNAL ROADWAYS ARE AS FOLLOWS: SUB -BASE REQUIREMENTS: LIMEROCK A). COMPACT TO 95% OF ITS MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST(ASTM D-1557) FOR TOP 12" WITH A LBR 40 AND FBV 75 PSI. BASE REQUIREMENTS: LIMEROCK 6" IN PARKING AREAS, 8" IN HEAVILY TRAVELED DRIVES A). COMPACTED TO 98% OF MAX. DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (AASHTO T-180). SURFACE COURSE: 1 1\2" FDOT ASPHALT CONCRETE TYPE S-III COMPACTED TO A MINIMUM OF 96% OF THE MARSHALL MAXIMUM LABORATORY UNIT WEIGHT. SEMINOM CWN TY SPECI TIONS: 2,5" ASPHALT (TYPE S-3) TO BE PLACED IN TWO LIFTS WITH 1" FC-2 WITH RUBBER FRICTION B" LIMEROCK BASE, LBR 100 COMPACTED TO 98% MAX. DENSITY MODIFIED MAX. DENSITY AASHTO T-180 SPECS. 10" SUB -BASE, STABILIZED TO 75 PSI-FBV, LBR 100, COMPACTED TO 98% MODIFIED MAX. DENSITY FOT SPECI TPHS: 3.5" OF S-1 ASPHALT WITH NO FC 10" LIMEROCK BASE (LBR=100, COMPACTED 98% MAX. DENSITY) 12" STAB, & COMPACTED SUBGRADE (LBR=50, 98% MAX. DENSITY) TRUcTION NOTES DURING TRU�TION: 1. THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL SYSTEMS FOR CONFORMANCE WITH THE SITE CONSTRUCTIONS PLANS AND FIELD CHANGES. BANKS AND SLOPES OF RETENTION PONDS SHALL ALSO BE CHECKED AFTER RAINFALL EVENTS FOR EROSION PROBLEMS. 2. THE CONTRACTOR SHALL REPAIR ALL EROSION AND SEDIMENT CONTROL SYSTEMS AS REQUIRED FOR CONTINUED FUNCTION. RE -GRADE IF REQUIRED, TO MAINTAIN DESIGN CONFIGURATION, ADD SOD AND SILT FENCES AS REQUIRED TO PREVENT SILTATION FROM EXITING THE SITE. 3. MOW RETENTION AREAS REGULARLY TO MAINTAIN WEED AND OVERGROWTH CONTROL. 4. INSPECT RETENTION AREAS PERIODICALLY FOR ACCUMULATION OF DEBRIS AND TRASH. PROPERLY DISPOSE OF ALL DEBRIS AND TRASH IN RETENTION AREAS AND CONVEYANCE SWALES. 5. INSPECT RETENTION AREA BOTTOMS FOR DEPOSITS OF SAND AND/OR SILT AND REMOVE. 6. PERCOLATION PERFORMANCE SHALL BE EVALUATED YEARLY FOR EACH DRY RETENTION ARE. THE RETENTION AREAS SHALL PERCOLATE STORED WATER WITHIN 36 HOURS OF THE END OF THE DESIGN RAINFALL EVENT. BOTTOM MAINTENANCE SHALL BE PERFORMED BY EXERCISING THE FOLLOWING PROCEDURE: A. REMOVE 4 TO 6 INCHES OF RETENTION AREA BOTTOM MATERIAL AND SCARIFY EXCAVATED BOTTOM. B. REPLACE EXCAVATED MATERIAL WITH CLEAN SAND MATERIAL TO DESIGN GRAD AND SEED AND MULCH PER ORIGINAL DESIGN. L_ 2'-3" 1'-6" 12' EAST & NORTH SIDE OF BLDG. SEE GENERAL FLOOR PLAN FOR SIDEWALK PATTERN 6"x 6" # 10 W.W.F. 6" 1 /4" TOOLED JOINT 1" R COMPRESSIBLE FILLER, WHERE _ z REQUIRED - - - - - y - - - - PAVEMENT � d 11= - 6 COMPACTED AGGREGATE BASE (2)- # 4 i -- BARS, CONT, =I I 1 I III I I TYP® BLDG. PERIMETERSIDEWALK MIN. N.T.S. SWEL. S �W EL, +0.50 +0.50 HANDICAP RAMP FLUSH WITH a RAMP EL. PAVEMENT ELEVATION 0.00 o o ,- � 10 SWEL. r- SWEL. +0.50 +0.50 PVMT EL. 11'_p" EOP U.00 TYPICAL HANDICAP RAMP 3'-6" N.T.S. S W EL. 5'-0" SWEL. +0.50 +0.50 TH HANDICAP RAMP FLUSH WI a RAMP EL. G PAVEMENT ELEVATION z m_ 0.00 o c N SW EL. VM T EL. 5+0.50 0.00 +0.50 I t+� N r. C4I H N NOTES: N 1. PAINT COLOR TO BE "WHITE" FOR AND LETTERS. "DRIVE-THRU" ARROW LETTERS TO BE ELONGATED HELVETICA MEDIUM PAVEMENT MARKING DETAIL N.T.S. ',TYP) 4'-0" { NOTE: THIS SYMBOL TO BE WHITE D.O.T. THERMOPLASTIC TYPICAL PAVEMENT SYMBOL FOR HANDICAPPED PARKING PICAL HANDIC FRONT ENTRANCE UTILITY STRIP rWTDTH VARIES CURB 0 OR CURB @ GUTTER TYPE F ( TYPE CURB !c GUTTER TYPE F SHOWN) \-DROP CURB 0 24" GUTTER SECTION L 2' R - R/W 1 /2" 12" 6' MINIMUM _ CROSSWALK ml 12" 12" PLAN VIEW LW DETAIL KEYED NOTES 6 0 4" DIAMETER STD. STL. PIPE CONCRETE FILLED. 1 PROVIDE 1 /4" WELDED a n CLOSURE PLATE AT BOTTOM. 7 tLOW) NTED EXPOSED PIPE I w _•° ?6 . 2 TOP OF PAVEMENT. 24" DIA. CONCRETE r�•< FOUNDATION. USE 3 SONOTUBE FORM. a 4 3/8" DIAMETER WELDED I I O HOOPS. 18" DIAMETER TOP, 5 BOTTOM AND CENTER. SOLID UNDISTURBED SOIL. © PROVIDE PITCH, SMOOTH ELEVATION CONCRETE FINISH. 6" BOLLARDS BEHIND TRASH ENCLOSURE AND GATE POSTS. TYPICAL BOLLARD D ETAI L N.T.S. e- 4" 2I d -ASPHALT PARKIN REBAR, (9) EA, 77 WHEELSTOP WHEEL STOP N.T.S. TYPICAL SIDEWALK ADJACENT _T® R.O.W. N.T.S. r- 0 0 N 00 d" cv N I' t N V) N o O CD n z C, o Q � z v c PERIMETER SIDEWALK v0TncnV) v) Q w LnLnV)v) V Z Z O U 0 w 0 z z z (n V)Vo w O O O o z c ;` n uj LLJ 00 0 0 o 3 U U U V) (1) �cy- w w rzcr- w w wcy- w w a 0- 0- 0-� w 000a�o w w w w w w c_ntntyynV) V) TY Q� cy- ck-1 cy- O Q o 0 0 Ln N n o (0 E- 0 0 o 0 NOTE: (HANDICAP SIGN ONLY) 1.) ALL LETTERS ARE 1" SERIES "C", PER MUTCD, 2.) TOP PORTION OF SIGN SHALL HAVE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER, 3.) BOTTOM PORTION OF SIGN SHALL HAVE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK BORDER. 4.) ONE SIGN REQUIRED FOR EACH PARKING SPACE. 5.) HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-23 OF THE MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (MUTCD) 2" x 2" DIA. STEEL TUBE EXTENDED INTO I I CONC. FILLED PIPE FINISH I I GRADE 1 1 I I 12" DIA. CONC. L, FOUNDATION, T ✓L 3 FT. MIN. L J BELOW FINISH GRADE N.T.S. o z rK N o �LD .- 8" � 2-#4 REBARS 2.0' NOTE: WHEN SLOPE USED ON THE GUIGH SE TTER ISDHALOL MATCHWAYSTHE, THE CROSS CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. J Q r-1 LLJ C� Z Lij w O Q Q cy- O Q � p CD cr- O < Q V) C.� 0 ]a_ l SHEET:9 OF: 17 Vic � EL. 46.75 I L/-11V VILVV ATTACH SKIMMER USING CKET W/MASONRY CONNECTORS 'URE AND THRU BOLTS TO SKIMMER BERGLASS SKIMMER ?UCT D.O.T. TYPE "C" MODIFIED BOTTOM INLET W/STEEL GRATE 'FER TO D.O.T. INDEX. 232) v✓EIR CREST LENGTH=3.0' TOP OF BERM EL. 48.70 "OP OF SKIMMER = 48.25 RATE ELEV. = 47.75 4"0 ORIFICE W/4"x4" TEE W/CAP © INV. 44.25 2.75" HOLE DRILLED IN BOTTOM 30T. OF SKIMMER = 43.75 I- KO NT VIEW ""' ""v' `t`'"' FIEF TO) STM-6 D1177AILS ffz.O I F.D.O.T. MODIFIED TYPE 'C' INLET P/L BUILDIG 16.0, VARIES - PARKING & DRIVES RIE -CONC. PAD OD-L S AS SHOWN ASS SLOPE TO AS SH WN AS SHOWN ---OWN EX. GRADE F.F. EL. 49.50 --�WN a�� ASPHALT - BASE - SEE SHEET 8 SUB BASE FOR SPECS P/L S(;"TION aa® as �® a! m EX. GRADE--,,,' AS SHOWN -- I I I II N.T.S. VARIES _ DRIVES, DRIVE THRU'S 6" X 16" CONC, CURB ASSH WN �S�OWt` �TION !! as - St !!E!! ILDING F.F. EL. 49.50 - ASPHALT - BASE SUB BASE SEE SHEET 8 FOR SPECS SIDE VIEW 6' HIGH CHAIN LINK FENCE DRAINAGE EASEMENT VARIES 20.0' 13.05' VARIES ® 13.05' a 20.0'43� VAR. WEIR CREST ELEV. = 46.75 MAINTENANCE MAINTENANCE BERM BERM 48.6 (III I' 6' HIGH CHAIN LINK FENCE ' II1ItlIoIIIIIIIIII(IIIIIIIII 11111 -IIIIIIIIIII I I I11111146.6 MAX.) I -�1 _Tl� rr'�'' 11111111 111111111 10 (MAX.) 1 I1111I111 0 WET SEASON W.T. EL. 44.25 1111111I11 1 3 (MAX.) IIIIIIIII 111I1111I 3 (MAX.) 111111 V EL. 42.25 1111111 V NORMAL WATER EL. 41.25 1 I II I 1 2(MAX.) I BOTTOM EL. 36.25 II 2(MAX.) a SECTION !!A !! _ !A !! N.T.S. P/L VARIES 20.0' 26.0' 20.0' 12.0' BUILDING SOD-L/S BOC EL. PARKING DRIVE PARKING SIDEWALK E' 49.15 6" X 16" CONC. CURB S W EL. S SHOWNS/W EL. EOP EL. 49.15 49.40 hill I I I I l I l l l l l l l l l l48.65 AS SHOWN AS SHOWN EOP El. F.F. EL. 49.50 48.65 MARKr-KS DETAIL SFDOT INDEX 17349 AE II RED REFLECTORS ASPHALT - BASE - SEE SHEET 8 SUB BASE FOR SPECS F.F. EL. 49.50 SECTION !! !' ® tooB. !! N.T.S. P/L - ASPHALT - BASE SUB BASE SEE SHEET 8 FOR SPECS C) 0 N � 0 Vi V) v� `cv o N0 0 0 0 � z ca Q w o Cs qq o U Q (n V7 to V) V) U w V) V) V) V) Vl cn a zz oo U U w 0 z _w.J J z z (w N cW O �f U- 0 0 ® co 0 0 0 o zv�c�r wwi.._:2L cy_ 0 0 �j:: 0 3 Lo �cr_ Q� ft� ct�WQ� w w w w w w w �Q_0-I.ItrL w w w w w a w V) V) V) (n V) 3 cn E E E 2 E cy- cy- Q:: oc: ct cy- N N - *- - 0 Cl 0 O O O L0 " In n O CD CD (D CD W z � Qo �`�' O Z p O � t� o Q a Q V) C.7 _Z Q 3 SECTION !!O !! ® to it N.T.S. (JUL 3 D Mll' SHEET: 10 OF: 17 SEMINOLE COUNTY TRACT PARCEL #4 14-20-30-300-006A-0000 OWNER: SEMINOLE COUNTY BCC LANDSCAPING REQUIREMENTS: OFF-STREET PARKING AREA: 1. ONE (1) TREE SHALL BE PROVIDED IN EACH REQUIRED LANDSCAPED AREA. 2. ONE (1) SHRUB PER TEN (10) S.F. OF REQUIRED LANDSCAPED AREA. ADJACENT TO STREETS & PARCELS 1. A 10' WIDE LANDSCAPED STRIP SHALL BE PROVIDED ALONG ALL PARCEL LINES ABUTTING THE ROW. 2. ATLEAST ONE (1) TREE PER (25) LINEAR FEET OF PARCEL LINE IN QUESTION. 3. A 30" HIGH HEDGE SHALL BE PLANTED 30" 0-C. ALONG PARCEL LINE IN QUESTION. GATEWAY CORRIDOR ALONG LK. MARY BLVD. 1. A 15' WIDE LANDSCAPED STRIP SHALL BE PROVIDED ALONG LAKE MARY BOULEVARD ROW. 2. ONE (1) TREE PER (40) LINEAR FEET W/4 SUB - CANOPY TREES PER 100 FEET OF FRONTAGE. \ 3. A 30" HIGH HEDGE SHALT_ BE PLANTED 30" O.G. \ ALONG LAKE MARY BOULEVARD. 4. ALL LANDSCAPING TO CONFORM WITH CITY OF SANFORD LAND DEVELOPMENT CODE. i NOTE: LANDSCAPING ADJACENT TO - i MONUMENT SIGN TO BE ! °ye PLANTED PER LAKE MARY GATEWAY CORRIDOR CODE. / e // --__,_ olt ,_� _zx i ! y_ 56 VIB JU 50 I / 3D LIR o / NOTE: THE (LANDSCAPE, BUFFER AREA SHALL BE PLANTED WITH LIVE OAKS, OF ! 4" DBH AT PI41TING ALONG A LINE TEN (10) FEET BACK FROM THE / i QTY KEY BOTANICAL NAME COMMON NAME SIZE SPACING TYPE COLOR EVERGR DECID FROST TOL MAINTENANCE 14 LI LAGERSTROEMIA INDICA 'TUSCARORA' RED CRAPE MYRTLE 8'-10' x 4'-5', 5 MIN. 2 1/2" CAL MULTI -TRUNK AS SHOWN TREE -FLOWER WHITE DECIDUOUS YES PRUNE NO GREATER THAN 1/2' DIAMETER BRANCH, SPRING 9 QL QUERCUS LAURIFOLIA y LAUREL OAK 10'-12' x 4'-5' 2 1/2"-3" CAL 5' C.T. AS SHOWN TREE -SHADE ---- EVERGREEN YES PRUNE 1x/3 YEARS TO THIN AND SHAPE 5 QV QUERCUS VIRGINIANA LIVE OAK 10'-12' x 4'-5' 4" CAL 5' C.T. AS SHOWN TREE -SHADE ---- EVERGREEN YES PRUNE 1x/3 YEARS TO THIN AND SHAPE 11 TD TAXODIUM DISTICHUM BALD CYPRESS 10'-12' x 4'-5' 2 1/2"-3" CAL 5' C.T. AS SHOWN TREE -SHADE ---- DECIDUOUS YES PRUNE 1x/3 YEARS TO THIN AND SHAPE 136 JUN JUNIPERUS PARSONII PARSONS JUNIPER 1 GAL - FULL 6"-6" SPD. 18" O.C. FL GR COVER ---- EVERGREEN YES PRUNE TO 12" TALL, SHAPE BEDS 3x/YEAR 258 LIR LIRIOPE MUSCARI 'VARIEGATA' VARIGATED AZTEC GRASS 1 GAL - FULL 6-7 PPP 18' O.C. GROUND COVER VIOLET EVERGREEN YES NO PRUNING, SHAPE BEDS 3X/YEAR ! 363 VIB VIBURNUM SUSPENSUM SANDANKWA VIBURNUM 1 7 GAL, 36" X 20" FULL HEIGHT 30" O.C. SHRUB -MEDIUM WHITE EVERGREEN YES PRUNE 2x/YEAR MAINTAIN 36" HEIGHT _-- SOD STENOTAPHRUM SECONDATUM�- —ST.AUGUSTINE SOD 'FLORATAM' SEE SPECS _ -- AS SHOWN GROUND COVER =__ - EVERGREEN YES - FERTILIZE 4x/YEAR °.. R ADD WEED BARRIER FABRIC TO ALL PLANITING AREAS PER WALGREEN'S REQUIREMENTS PROVIDE BLACK POLYPROPYLENE SHEET 27 MILS THICK, 4 OZ/SQ.YD, GRAB TENSILE STRENGTH PER ASTM D-4632; 90 LB (MACHINE DIRECTION) 50 LBS (CROSS MACHINE DIRECTION). PROVIDE DEWITT ')NEED BARRIER" OR APPROVED EQUAL IN ALL / PLANTING AREAS. / OHE'OHE Q� ONE ONE ONE ONE ---'�T--"- (,Q / ONE OHE ONE OHE OHE OHE OHE Of / rj. �- Hl /I „OAK o6 \ o J^ T EXISTING TREES "0 -- �___ - __ - TO REMAIN (TYP.) ; �-,S`�'�OG _ � � I it ~i •�' 5 t . .�-��K 5�-�_ �.-_____�''_-- --- ~ �___-- _~�_ � \ W E N c. F- to I- a a a a - o � w T (n (n V) V) T z q V) cn V)cUnc�ntn V) c- J z o w 0 0 0 z 0' 30' 60' a o w SCALE: 1 " = 30' z z V) V) V) o aw o / o V) V) co < < V7 v r W Li ul W / / NOTE: ALL EXISTING TREES SHOWN TO REMAIN ARE TO BE PRUNED OF ALL DEAD '' 25' SIGHT— AND BROKEN BRANCHES. IN ADDITION, ALL BOTTOM TREE .BRANCHES SHALL TRIANGLE BE "LIMBED -UP" ONE -THIRD (1/3) THE WAY UP TO ALLOW SITE VISIBILITY _ _-_�.•---�'�J AND CLEARANCE TO ANY EXISTING UTILITY LINES. ALL TREE AND- LIMB- PRUNING TO BE BY ACCEPTED NAT'L ARBOR PEQ-UIR-EM€N-TS.--- _ / / HT -OF -WAY LINE. Ti�1 TREES SHALT_ BE PLANTED EVERY FORTY (40) �� ( % r `� / RIG r .._ 3JU X 5 ' / FEET AND STAGGERED SO AS TO BEPAIDWAY BETWEEN ANY LTV_ OAKS PLANTED IN THE ADJACENT RIGHT-OF-N(AY, A RAIN. Or rOUR (4) SUB- / �� r r� j \ t; 25' SIGHT CANOPY TREES PER ONE HUNDRED (100) FEET OF FRONTAGE SHALL ! ,_� r 1 - � ; ! , ' > � , � ,,, � TRIANGLE / BE PLANTED IN AND ABOUT ACCESS POINTS AND INTERSECTIONS. LI B JUN f ; z _ ` 25 25 SIGHT / \ \ 45 touR x 4 ' 2 17 TRIAN 'E TRIANGLE v / / / / ��� LIR 35 ✓ - _ t QL t ' �r /'� __�rIH1 I �-�� //'• LIR �' 50' u j `LI ` 1 f-) ! ) L Alt% - _ 4 f i tom} QL 40 V �� I 1 ! 3q LIRLI10 ! f , - ' 1 / J� t- . � T •� • ` . . -` f LIR ..r....r.- / / / `!mi� :',;-. '�`. a°; _ ' 1(( - v� 1 NOTE: LANDSCAPING ADJACENT TO PLANTEDN PcR GL BE Ju KEO MARY 5v I Qom% .° $2 i GATEWAY CORRIDOR CODE. 38 LI w / = ' J I - �_ " .`� _ VIB 8 I 5 / - �_ _ 1 LIR ! ! QV - '.' . QL 8 I °e ! ! - - r 4 JU z I TD � 8 JUN e 10 LIR X 3 - I , L j 84_ 837 �3.4 ! / / PP EXISTING TREES x ~\ 84 ,= �t� 6�5 ���r -- -- �q 4�+' TO BE REMOVED (TYP.) _ _ — — ° I F \ , �, r ` 7 67o a20 r ram' -� % 0 2 / k — / ?iltyfj ` 499 1456. ;;. 54 4�0✓7 6i)1 6J4� E717-:� - -y�o �.-� 4 f..1 �1._ _. r�._._..- - -._... - - - --._._.-.-._.-._.-._.-.-- - -, �� 49 497X�� 01 540 i 1 I U.� ,r n ; r� - 1. _ .I- 539 54 f� 1 ' 00 �� oC sur s� �.6,\'c� r�i ,y��� Fr I �,\._% �� � i�, �o�r 3 �� � -- : � r ' 1 49 8 �'X , 4 2 � e ���. r,.. �o�--��- ,-- O � c� / I o ,� :9 , , I 0 So � G 6 �f V' , '1 CK II�.l E J 4 °� - 49 i�.� 5 ,1 545 595 'ar r 602'°�'�� r l ry _Cs,�r c7 67I v� =>7 c, _I- (s _ , 480 39 �� _ 492 496 50 598�--L A99 65 ( i- 494 537 54 r-� ` EXIST. STABILIZED DRIVE !, 488 3o Ju ----- ---- —- -- - �, INr Q z4 °i uR TD 609 ��<' �-r,�,669 - - �(��r�'-�. -� )10 _ _ _._._.- - - -; w _ - .—� _ _ L� _ _._:_.� JU 10 - �� •,� �/ c O y7 _ 680 t-�rJ J �.�✓ _ �..�.. .j \ 30 \ - 627 Cyr V �,j� �I r 1049 1043 �33 LIR lln�� J lam- 6JFJ ✓ j ` C�BJ <o� % I -- / I LIR 3 `J( 549 Y ' j, �� 7 -r - - -- �°Trr - (� o' 506X -3 36 -548_ 628 ���610 ( %- �; ` , �)54 �,0, �� , 053 QL 5 5 } 6 t �( GIi 0 � ! 1 +5 I / >� , r� s. r 16 2 6 <� r Y� O 1 _ �. o J p 81 L! 11� �� 1J 0 j 1 ! 7 _� 61.178 /�/ 508 504 - " £ 24 F� n �0 i , 682 (_� 1�, z , .(; I� x / !t 'l 6- � +� t, 6GJ �3�- o . 11� � T SC �,1 � y i 048i \ c.,_, / c / 'F"I �� 8 \ \ 50X - 5 �'� , �;:° �� � T �' J 615 Y 1, 055 T� 0 `J / ! 02 �� �f�' 1 r `+R � 52 53 6-3 � �JF22552 b�, 1047 / �_ << �403 83 1t4 614 \� �T J 616 051 / �� 1� ,l `- 4 i 5 6 VIB 58 59 ` 1 62- co _�. 684 � I I I O_.,o ! 4 `� ° 615 r-, Q r. � - c / 1v� � 41 _ TD 55 583 - 589 63 5 J. %j -� 6c� 6 t�,� �1 / 4' ' 7r. <• 1 1 O l �; �� �r 617 �� �S�I W ;8 I � c O - 4 _I r J O 9 Cl y J / rid "j 76 f (n � 5C9 -� -7,� 61 �� �� I j� 512 vr� 31. . 08 �t y 419��. 51 6 `fir 51 , 51 1 58 66 690 �_�� �-� - -- ! 405�n _ 5� - 68 / L, 4`�421Ji�) <��\' �;.� ( 6 1 _(�(/ 106 1662 _ �� 66 91 1063 4/20 I /-4 r NOTE: 556 �✓I I � 492 I / 4� ,472 THE LOCATION OF ALL REQUIRED TREES `;u� Sg. - ' I �u 7 , 078 % Oo'. ' r 423 ! MUST NOT CONFLICT WITH LIGHTING ��C ) r 473 °FIXTUREr SIGNS UNDERGROUND AND 6 �(, S, 58 1071 ° h24 OVERHEAD UTILITIES, FLORIDA POWER 5�9 NI _ / 407 4 25 47;� / EQUIPMENT, FIRE HYDRANTS, ETC. 588 692 `j'� 1076 - 1 / II 4 7../ r 42_9 �, �t 51 7 r d 5801.�1� a' ' 10 c:5 /-� ✓� 471 ` �� 18 =>74 656 694 �, 426 ©? \ l 6 48 65 1064 1072 N73 f `suS I ( , 47'� �� _ �b IN\ `10 7 ���� 1 74 c -/ X\/Ix C� •.1 64 10717 ti� ALL PLANT MATERIAL THAT 1S INSTALLED MIDST BE FLORIDA NO.1 GRADE OR BETTER ACCORDING TO THE CURRENT GRADES AND STANDARDS FOR NURSERY PLANTS, STATE OF FLORIDA, DEPARTMENTT OF AGRICULTURE, ANY VARIATIONS FROM THE APPROVED LANDSCAPE PLAN MUST BE INITIALLY REVIEWED BY THIS LANDSCAPE ARCHITECT. UPON REVIEW BY THIS OFFICE, THE CITY OF SANFORD MUST APPROVE THE PROPOSED REVISIONS TO THE LANDSCAPE PLAN, THE CITY MUST BE SECURED PRIOR TO INSTALLATION. FAILURE TO COMPLY WITH THIS PROCEDURE MAY RESULT IN REQUIRED MITIGATION AND/OR DELAY OF THIS PROJECT. ALL FILL DIRT TO BE PLACED IN THE PROPOSED LANDSCPAE AREAS AND BERMS, MUST HAVE A pH RANGE BETWEEN 5.5 AND 7.5, BE ORGANIC IN NATURE, FREE OF ROCKS AND DEBRIS, OR MATCH NATIVE EXISITNG SOILS. CURVLINEAR LANDSCAPE BEDS ARE TO BE EDGED WITH SMOOTH FLOWING CURVES. STRAIGHT-LINE LANDSCAPE BEDS ARE TO BE EDGED IN A STRAIGHT LINE AND MUST BE PARRALLEL TO PARKING LOTS AND STRUCTURES UNLESS INTENTIONALLY DESIGNED TO MEANDER. ST. AUGUSTINE SOD IS TO BE USED IN ALL OPEN IRRIGATED AREAS AS SHOWN BY THE LANDSCPAE IRRIGATION PLAN. ALL OTHER OPEN AREAS ARE TO BE SODDED WITH BAHIA SOLID SOD. G cr, c� cazLu say y � <i~ <C J <= - - - w w M w w w w w w W III C] wwwwww¢w C� 0 a ±� Q -1 G] / c}}n co V) t_n V) to V) V) W L.l �d W f'il � ccc;✓��zcx � N N N N N *- O a a a a a a O Lf) L0 Co N Lf7 C) r-p a a N a N a K7 N r, r` co cD N N a a a aaaaT'- - L✓r 8 0 i 0 c6 r ram---i a U E- z 1 z , J I i 1 LOT f� I 1 + rn Z I I L a I z U c I I < LOT 6 n i _ I I --- I o Q _! Q EL w V) y n O LOT < C:)- I 1 cn:::D � � I [� ul C/ ) I I I I I I I I i ! 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THE WORK IN THIS SECTION CONSISTS OF FURNISHING, PLANTING, WATERING, FERTILIZING, MAINTAINING AND MULCHING ALL PLANTS AND LAWN AREA OF SPECIES, SIZE AND QUANTITY AS INDICATED ON THE LANDSCAPE ARCHITECTURE DRAWINGS OR AS DIRECTED BY THE LANDSCAPE ARCHITECT. 1.02 DELIVERY, STORAGE AND HANDLING A. PLANT TRANSPORTATION, STORAGE AND HANDLING SHALL COMPLY WITH ALL FEDERAL AND AND STATE REGULATIONS. STORAGE OF ANY MATERIAL ON SITE SHALL BE COORDINATED WITH THE OWNER. 1,03 GUARANTEE A. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL PLANTING WORK FOR A PERIOD OF 12 MONTHS AND ALL SOD FOR 6 MONTHS AFTER THE DATE OF PROVISIONAL ACCEPTANCE. DURING THIS PERIOD THE LANDSCAPE CONTRACTOR SHALL CONTINUE THE OBSERVATION OF PLANTS AND GUARANTEED WORK. THE CONTRACTOR SHALL SUBMIT MONTHLY OBSERVATION REPORTS TO THE OWNER WITH A COPY TO THE LANDSCAPE ARCHITECT DURING THE GUARANTEE PERIOD. THE PURPOSE OF THESE REPORTS IS TO STATE ANY MAINTENANCE DEFICIENCIES OBSERVED, IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO REPORT THESE TO PROTECT HIS GUARANTEE. FAILURE TO SUBMIT REPORTS ELIMINATES ANY CLAIMS THAT THE GUARANTEE IS NOT VALID DUE TO IMPROPER MAINTENANCE BY THE OWNER. B. REPLACEMENT OF DEFLECTED PLANTS: ANY DEAD PLANTS, PLANTS SHOWING INDICATIONS OF LACK OF HEALTH AND VIGOR, OR PLANTS WHICH DO NOT EXHIBIT THE CHARACTERISTICS TO MEET SPECIFICATIONS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR WITHIN TWO WEEKS OF WRITTEN NOTICE FROM THE OWNER OR LANDSCAPE ARCHITECT. THE REPLACEMENT PLANTS SHALL BE FURNISHED AND INSTALLED AT NO ADDITIONAL COST TO THE OWNER AND SHALL BE GUARANTEED FOR SIX (6) MONTHS FROM THE DATE OF INSTALLATION. ALL REPLACEMENTS SHALL MEET ORIGINAL SPECIFICATIONS, C. THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT IN WRITING, TEN DAYS PRIOR TO THE END OF THE GUARANTEE PERIOD. THE GUARANTEE SHALL BE EXTENDED UNTIL SUCH WRITTEN NOTIFICATION IS RECEIVED, 1.04 JOB CONDITIONS A. PROTECTION: THE LANDSCAPE CONTRACTOR SHALL PROTECT ALL MATERIALS AND WORK AGAINST INJURY FROM ANY CAUSES. LANDSCAPE CONTRACTOR SHALL PROVIDE AND MAINTAIN ANY NECESSARY SAFEGUARDS FOR THE PROTECTION OF THE PUBLIC. HE SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE OR INJURY TO PERSON OR PROPERTY WHICH MAY OCCUR AS A RESULT OF HIS NEGLIGENCE IN THE EXECUTION OF THE WORK. B. EXISTING CONDITIONS: 1. THE LANDSCAPE CONTRACTOR SHALL EXERCISE CARE IN DIGGING AND OTHER WORK SO AS NOT TO DAMAGE EXISTING WORK INCLUDING OVERHEAD OR UNDERGROUND PIPES, CABLES AND UTILITY LINES OF ANY KIND. SHOULD THE OVERHEAD OR UNDERGROUND OBSTRUCTIONS INTERFERE WITH PLANTING, THE LANDSCAPE ARCHITECT SHALL BE CONSULTED AND WILL ADJUST THE LOCATION OF PLANTS TO CLEAR SUCH OBSTRUCTIONS. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIR OF ANY DAMAGE CAUSED BY HIS WORK. 2. SHOULD ANY OBJECTIONABLE MATERIALS SUCH AS OLD CONCRETE, BRICKS OR OTHER DEBRIS BE ENCOUNTERED DURING PLANTING OPERATIONS, THEY SHALL BE REMOVED FROM THE SITE BY THE LANDSCAPE CONTRACTOR, 1,05 QUALITY CONTROL A. THE LANDSCAPE ARCHITECT SHALL HAVE THE RIGHT AT ANY STAGE OF THE OPERATIONS TO REJECT ANY AND ALL WORK AND MATERIALS WHICH IN HIS/HER OPINION DO NOT MEET WITH THE REQUIREMENTS OF THESE SPECIFICATIONS. B. ALL PLANTING SHALL BE PERFORMED BY THE PERSONNEL FAMILIAR WITH PLANTING PROCEDURES AND UNDER THE SUPERVISION OF A QUALIFIED PLANTING FOREMAN. ANYTHING PLANTED TOO HIGH OR TOO LOW OR WITHOUT FERTILIZER OR WATER RINGS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, C. ALL WORK SHALL COMPLY WITH APPLICABLE CODE AND REGULATIONS. D. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE COORDINATION WITH THE OTHER TRADES TO PREVENT CONFLICTS. 1.06 QUANTITIES A. IN THE EVENT OF A DIFFERENT BETWEEN QUANTITIES LISTED IN THE PLANT LIST AND THOSE SHOWN ON THE PLANS, THE PLANS SHALL CONTROL THE QUANTITIES, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO ISSUANCE OF CONTRACT. PART 2 - PRODUCTS 2.01 MATERIALS A. GENERAL: 1. NOMENCLATURE: ALL TREES, SHRUBS AND PLANTS SHALL BE TRUE TO NAME AS ESTABLISHED BY THE AMERICAN JOINT COMMITTEE ON HORTICULTURAL NOMENCLATURE PUBLICATION:"STANDARD PLANT NAMES." THE DESIGNATED AUTHORITY FOR THE IDENTIFICATION OF ALL MATERIAL SHALL BE THE TWO PUBLICATIONS OF L.H. HORTUS III AND MANUAL OF CULTIVATED PLANTS AND ALL SPECIMENS SHALL BE TRUE TO TYPE, NAME ETC. 2, GRADE STANDARDS AND QUALITY: ALL PLANTS SHALL BE NURSERY GROWN AND SHALL COMPLY WITH ALL REQUIRED INSPECTION , GRADING, STANDARDS AND PLANT REGULATIONS AS SET FORTH IN THE FLORIDA DEPARTMENT OF AGRICULTURE, "GRADES AND STANDARDS FOR NURSERY PLANTS", PART 1 AND 2 (INCLUDING REVISIONS). A. THE MINIMUM GRADE FOR ALL TREES AND SHRUBS SHALL BE FLORIDA NO. 1 UNLESS OTHERWISE INDICATED AND ALL PLANTS SHALL BE HEALTHY, VIGOROUS, WELL BRANCHED AND DENSELY FOLIATED (WHEN IN LEAF). THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE OF DISEASE, INSECT PESTS, EGGS, OR LARVAE AND THEIR EFFECTS. 3. MEASUREMENTS: AFTER PRUNING AND SHAPING, THE MINIMUM ACCEPTABLE SIZE OF ALL PLANTS MEASURED WITH BRANCHES IN NORMAL POSITIONS SHALL CONFORM TO THE SPECIFIED SIZES AS SHOWN ON THE PLANS. SIZES SPECIFIED ARE MINIMUM STANDARDS, PLANTS SHALL EQUAL TO OR LARGER THAN ALL CATEGORIES (HEIGHT, SPREAD, CALIPER) OF SIZE SPECIFICATIONS. SUBSTANTIAL DEVIATIONS FROM THESE MEASUREMENTS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT, CALIPER OF TREE TRUNKS SHALL BE MEASURED 4 FOOT ABOVE THE ROOT BALL. 4. PLANT PROTECTION: PLANTS SHALL BE PROTECTED UPON ARRIVAL AT THE SITE BY BEING THOROUGHLY WATERED, KEPT MOIST AND PROPERLY MAINTAINED UNTIL PLANTED. B. PLANT MATERIALS: PLANTS FOR LANDSCAPING SHALL BE CLASSIFIED UNDER THE FOLLOWING DESIGNATIONS, WITH REFERENCE TO METHOD OF CULTIVATION, ROOT SYSTEM STATUS, ETC. 1. BALLED AND BURLAPPED: PLANTS SO CLASSIFIED SHALL BE DUG WITH FIRM NATURAL ROOT BALLS OF EARTH, OF SUFFICIENT DIAMETER AND DEPTH TO INCLUDE MOST OF THE FIBROUS ROOTS. THE ROOT BALL OF THESE PLANTS SHALL BE PROPERLY WRAPPED WITH BURLAP SACK MATERIAL AND REMAIN PROTECTED AND WET UNTIL THEY ARE PLANTED, THE PLANT SHALL BE HANDLED ONLY BY THE EARTHBALL AND NOT BY THE PLANT ITSELF. ALL BALLED AND BURLAPPED PLANTS WHICH CANNOT BE PLANTED IMMEDIATELY UPON DELIVERY SHALL BE SET ON THE GROUND AND SHALL BE WELL PROTECTED WITH SOIL, WET MOSS OR OTHER ACCEPTABLE MATERIAL. THE PLANT SHALL BE SET WITH THE BURLAP COVER INTACT WITH THE BURLAP SHOWING, UNTIL INSPECTION. AT FINAL INSPECTION THE BURLAP WILL BE CUT AWAY TO GROUND LEVEL AND THEN COMPLETELY COVERED WITH SOIL. FAILURE TO CUT AWAY OR LAY BACK BURLAP AFTER PLANTING MAY CONSTITUTE REJECTION OF PLANT MATERIAL. 2. CONTAINER GROWN PLANTS: A. CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN A CONTAINER LARGE ENOUGH AND FOR SUFFICIENT TIME TO ENABLE THE ROOT SYSTEM TO HAVE DEVELOPED ENOUGH TO HOLD THE SOIL TOGETHER FIRM AND WHOLE. NO PLANTS SHALL BE LOOSE IN THE CONTAINER. PLANTS WHICH HAVE BECOME POT BOUND OR FOR WHICH THE TOP SYSTEM IS TOO LARGE FOR THE SIZE OF THE CONTAINER WILL NOT BE ACCEPTABLE. B, ALL CONTAINERS SHALL BE CUT AND OPENED FULLY, IN A MANNER THAT WILL NOT DAMAGE THE ROOT SYSTEM. CONTAINER GROWN PLANTS SHALL NOT BE REMOVED FROM THE CONTAINER UNTIL IMMEDIATELY BEFORE PLANTING. 3. BARE ROOT PLANTS: NO BARE ROOT PLANTS SHALL BE USED. C. PLANTING MATERIALS: 1. TOP SOIL/BACK FILL: A. TOPSOIL SHALL BE FRIABLE LOAM TYPICAL OF LOCAL CULTIVATED TOPSOIL, CONTAINING AT LEAST 10% DECAYED ORGANIC MATTER (HUMUS). IT SHALL BE TAKEN FROM A WELL DRAINED SITE. IT .SHALL BE REASONABLY FREE OF WEEDS, SUB SOILS, STONES, CLODS, STICKS, ROOTS AND OTHER OBJECTIONABLE EXTRANEOUS MATTER OR DEBRIS. IT SHALL NOT CONTAIN TOXIC MATERIALS AND SHALL HAVE AN ACIDITY RANGE OF pH 5.0-7.0. TOP SOIL FROM NUT GRASS INFESTED AREAS WILL NOT BE ACCEPTABLE. B. ANY NECESSARY SOIL TESTING SHALL BE THE LANDSCAPE CONTRACTORS RESPONSIBILITY. C. SOIL PREPARATION: PRIOR TO PLACING MIX AND BACK FILL OR COMMENCING WITH PLANTING, ANY OR ALL AREAS THAT HAVE BEEN PREVIOUSLY COMPACTED FOR OTHER CONSTRUCTION PURPOSES ARE TO BE ROTQTILLED AND TREATED WITH PRE -EMERGENT HERBICIDE. 2. FERTILIZER: FERTILIZER SHALL BE A COMPLETE FERTILIZER OF WHICH 50% OF THE THE ELEMENTS SHALL BE DERIVED FROM ORGANIC SOURCES. OSMOCOTE SLOW RELEASE 9 MONTH FORMULA OR EQUAL SHALL BE PLACED ACCORDING TO DIRECTIONS BELOW EACH PLANT. IT SHALL CONTAIN THE FOLLOWING MINIMUM PERCENTAGES BY WEIGHT: A. NITROGEN N-18% B. PHOSPHORUS P-6% C. POTASSIUM K-12% D. OTHER ANALYSIS AS MAY BE APPROVED BY THE LANDSCAPE ARCHITECT. E. IN ADDITION THE RECOMMENDED MICRO NUTRIENTS MUST BE PRESENTING THE GUARANTEED ANALYSIS 3, PLANTING MIXTURE: PLANTING MIXTURE SHALL CONSIST OF APPROXIMATELY FOUR PARTS OF ACCEPTABLE NATURAL TOPSOIL AND ONE PART PULVERIZED PEAT OR STERILIZED MANURE, ACCORDING TO DIRECTIONS COMMERCIAL FERTILIZER HAVING AN ANALYSIS OF 18 6 12, SHALL BE ADDED TO THE BOTTOM OF EACH PLANTING HOLE, A. AZALEA MIXTURE MUST BE USED FOR PLANTS WHICH PREFER LOW pH. THE NUTRIENT PERCENTAGES-MIRACID 30 10 10. PLANTS WHICH PREFER LOW pH ARE AZALEAS, BLUEBERRIES, CAMELLIAS, DOGWOOD, FERNS, FIR, GARDENIAS, HAWTHORN, HOLLY, HYDRANGEA, JUNIPER, LAUREL, MAGNOLIA, OAKS, ORCHID, PINE, RHODODENDRON AND PHOTINEAS. B. ACCEPTABLE ARTIFICIALLY PREPARED PLANTING COMPOST MATERIAL APPROVED BY THE LANDSCAPE ARCHITECT WILL BE PERMITTED, IN LIEU OF THE PULVERIZED PEAT OR STERILIZED MANURE, IN THE PREPARED NATURAL TOPSOIL MIXTURE FOR USE AS BACK FILL MATERIAL. 4. MULCH: WOOD MULCH SHALL BE SHREDDED CYPRESS, PINE BARK, PINE NEEDLES, OR OAK LEAVES CLEAN, AND FREE OF WEEDS, MOSS, STICKS OR OTHER DEBRIS. 5. WATER: SUITABLE WATER AND WATERING EQUIPMENT FOR THE IRRIGATION OF THE NEW PLANTINGS DURING THE PROGRESS OF INSTALLATION AND THE GUARANTEE PERIOD SHALL BE PROVIDED BY THE LANDSCAPE CONTRACTOR, ARRANGEMENTS MAY BE MADE WITH THE OWNER, IF THE PERMANENT IRRIGATION SYSTEM HAS BEEN INSTALLED AND IS OPERABLE. PART 3 - EXECUTION 3.01 PREPARATION A. UNDERGROUND OBSTRUCTIONS: 1. UPON REQUEST FROM THE LANDSCAPE CONTRACTOR, THE OWNER SHALL PROVIDE PANS SHOWING THE LOCATION OF UNDERGROUND UTILITIES AND/OR WILL ASSIST THE LANDSCAPE CONTRACTOR IN SECURING UNDERGROUND LOCATIONS FROM THE OTHER PUBLIC UTILITY COMPANIES, SUCH AS TELEPHONE, CABLE AND ELECTRICITY ETC. 2. IN THE EVENT THAT ROCK, UNDERGROUND CONSTRUCTION WORK, UTILITY LINES OR OBSTRUCTIONS OUT OF THE ORDINARY ARE ENCOUNTERED IN ANY PLANT PIT EXCAVATION, ALTERNATIVE LOCATIONS SHALL BE SELECTED BY THE LANDSCAPE ARCHITECT. WHERE LOCATIONS CANNOT BE CHANGED AND THE OBSTRUCTION MAY BE REMOVED THE OBSTRUCTION SHALL BE REMOVED TO A DEPTH OF 3' BELOW GRADE AND NO LESS THAN 6" BELOW BOTTOM OF THE ROOT BALL WHEN PLANT IS PROPERLY INSTALLED AT THE REQUIRED GRADE. B. EXCAVATION OF PLANTING BEDS AND/OR PLANT HOLES: 1. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE UNSUITABLE FOR PLANT GROWTH, ALL OF THE UNSUITABLE MATERIAL SHALL BE REMOVED AND REPLACED WITH PLANTING MIXTURE. 2. WHERE EXCAVATION ENCOUNTERS MATERIALS WHICH ARE SUITABLE FOR PLANT GROWTH, THE PLANT HOLE EXCAVATION SHALL BE CYLINDRICAL IN SHAPE, WITH THE SIDES VERTICAL, PLANTS SHALL BE CENTERED IN THE HOLES WITH THE TRUNK VERTICAL, (NOT NECESSARILY PERPENDICULAR TO GRADE), LOCATION AS SHOWN IN DETAIL. BOTTOMS OF THE HOLES SHALL BE LOOSENED AND BACK FILLED AT LEAST 6" DEEPER THAT THE REQUIRED DEPTH OF EXCAVATION. FERTILIZER IS TO BE PLACED AT THE BOTTOM OF EACH HOLE TO ENSURE DEEP ROOTING. C. PROTECTION OF EXISTING TREES: THE CONTRACTOR SHALL PROTECT EXISTING TREES FROM DAMAGE. WHERE DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REMOVE DAMAGED TREE AND REPLACE IT WITH THE APPROPRIATE KIND AND SIZE RECOMMENDED BY THE LANDSCAPE ARCHITECT, AT NO ADDITIONAL COST TO THE OWNER. D. GRADES: IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO FINISH (FINE) GRADE ALL LANDSCAPE AREAS ELIMINATING ALL SURFACE IRREGULARITIES, DEPRESSIONS, STICKS, STONES AND OTHER DEBRIS TO THE SATISFACTION OF THE LANDSCAPE ARCHITECT. AFTER THE GRADE HAS BEEN ESTABLISHED AND COMPACTED TO THE REQUIRED DEPTH, NO SOD SHALL BE LAID UNTIL THE GRADE HAS BEEN APPROVED. 3.02 PLANTING A. SETTING OF PLANTS: 1. WHEN LOWERED INTO THE HOLE THE PLANT SHALL REST ON A PREPARED HOLE BOTTOM SUCH THAT THE ROOTS ARE LEVEL WITH OR SLIGHTLY ABOVE THE LEVEL OF THEIR PREVIOUS GROWTH AND SO ORIENTED SUCH AS TO PRESENT THE BEST APPEARANCE. THE CONTRACTOR, WHEN SETTING PLANTS IN HOLES, SHALL MAKE ALLOWANCES FOR ANY ANTICIPATED SETTLING OF THE PLANTS. 2. THE BACK FILL SHALL BE MADE WITH PREPARED TOPSOIL AS SPECIFIED IN SECTION 3.1 AND SHALL BE FIRMLY PACKED AND WATERED IN, $O THAT NO AIR POCKETS REMAIN. THE QUANTITY OF WATER APPLIED IMMEDIATELY UPON PLANTING SHALL BE SUFFICIENT TO THOROUGHLY MOISTEN ALL OF THE BACK FILLED EARTH. PLANTS SHALL BE KEPT IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING. B. STAKING AND GUYING: IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ALL PLANTS IN A PLUMB, UPRIGHT POSITION UNTIL THE END OF THE GUARANTEE PERIOD. STAKING SHALL BE THE OPTION OF THE CONTRACTOR, ALTHOUGH ALL DAMAGED PLANTS RESULTING FROM THE LACK OF PROPER STAKING AND GUYING SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR AT NO EXPENSE TO THE OWNER, ALL TREE GUY WIRES SHALL BE FLAGGED WITH YELLOW SAFETY RIBBON. C. PRUNING: 1, ALL BROKEN OR DAMAGED ROOTS SHALL BE CUT OFF SMOOTHLY AND THE TOPS OF ALL TREES SHALL BE PRUNED IN A MANNER COMPLYING WITH STANDARD HORTICULTURAL PRACTICE. AT THE TIME PRUNING IS COMPLETED, ALL REMAINING WOOD SHALL BE ALIVE. ALL CUT SURFACES OF ONE (1) INCH OR MORE IN DIAMETER, ABOVE THE GROUND, SHALL BE TREATED WITH AN APPROVED COMMERCIAL TREE PAINT. FINE PRUNING FOR TREE SHAPE AND APPEARANCE SHALL BE DONE PRIOR TO FINAL ACCEPTANCE. 2. AT THE END OF THE GUARANTEE PERIOD AT LEAST 95% OF THE WOOD REMAINING SHALL BE ALIVE. D. MULCHING: WITH IN ONE WEEK AFTER PLANTING MULCH MATERIAL SHALL BE UNIFORMLY APPLIED TO A MINIMUM LOOSE THICKNESS OF 3 INCHES OVER THE ENTIRE AREA OF THE BACK FILLED HOLE OR BED. DO NOT LET MULCH CONTACT DIRECTLY THE CROWN OF THE STEMS OR TRUNK. THE MULCH SHALL BE MAINTAINED CONTINUOUSLY IN PLACE UNTIL THE TIME OF FINAL INSPECTION, MULCHING OF ANNUAL BEDS TO BE EXCHANGED MORE THAN TWO TIMES PER YEAR SHALL NOT BE MULCHED BUT AMENDED WITH PEAT AND TREATED WITH A PRE - EMERGENT HERBICIDE. ALL FREE STANDING TREES SHALL HAVE A 3' DIAMETER RING OF MULCH. E. WATERING- THE LANDSCAPE CONTRACTOR SHALL CONTINUE WATERING FOR AS LONG AS IS NECESSARY TO PROPERLY ESTABLISH THE NEW PLANTINGS. CARE SHALL BE TAKEN TO PREVENT STAINING OF NEW CONSTRUCTION AREAS, WHERE TEMPORARY WELL WATER IS USED. F. PEST CONTROL: PRIOR TO FINAL ACCEPTANCE IN 6 MONTHS, ANY OCCURRENCE OF SCALES, BORERS, FOLIAR FEEDERS, APHIDS, MITES, LEAF SPOT, DIEBACK, NEMATODES AND FUNGI, SHALL BE TREATED IMMEDIATELY WITH APPROPRIATE PESTICIDE, OR FUNGICIDE, BY THE LANDSCAPE CONTRACTOR. G. FERTILIZER: ALL LAWNS SHALL RECEIVE FERTILIZER EVERY THREE MONTHS DURING THE PLANTING AND GUARANTEE PERIOD WITH 50% ORGANIC 16 4 8. ALL PLANTS TO BE FERTILIZED WITH OSMOCQTE 9 MONTH 18 6 12. 3.03 BERMING A. FILL DIRT: FILL DIRT SHALL BE LOCALLY OBTAINED MATERIAL FROM NATURALLY DRAINED SOURCES, FREE FROM STONES LARGER THAN 1 INCH DIAMETER AND OTHER MATERIALS HARMFUL TO SUCCESSFUL DRAINAGE AND PLANT GROWTH. SOIL SHALL BE WELL MIXED. A MAXIMUM OF 25% MUCK OR CLAY COMPOSITION WILL BE ACCEPTABLE, PROVIDED THE LANDSCAPE CONTRACTOR CONDUCT A PERCOLATION TEST WHICH PROVES THAT STANDING WATER WILL DRAIN WITHIN A 10 HOUR PERIOD. B. GRADING: GRADE AREAS INDICATED WITH UNIFORM LEVELS OR SLOPES WITH NO MORE THAN 3:1 MAXIMUM SLOPE, BERMS SHALL BE GENTLY ROLLING AND PARABOLIC. C. REPAIR: GRADES WHICH ARE UNDER THE LANDSCAPE ARCHITECTS SCOPE, WHICH HAVE SETTLED, ERODED, RUTTED OR ARE OTHERWISE DAMAGED WILL BE REPAIRED AND REESTABLISHED BY THE LANDSCAPE CONTRACTOR. 3.04 SODDING A. THE SOD SHALL BE OF FIRM TOUGH TEXTURE HAVING A COMPACT GROWTH OF GRASS WITH GOOD ROOT DEVELOPMENT. IT SHALL CONTAIN NO BERMUDA GRASS, WEEDS OR ANY OTHER OBJECTIONABLE VEGETATION. THE SOIL EMBEDDED IN THE SOD SHALL BE GOOD CLEAN EARTH FREE FROM STONES AND DEBRIS. THE SOD SHALL BE FREE FROM FUNGUS, INSECTS, GRUBS AND OTHER DISEASES. SOD AREAS ARE TO BE RAKED SMOOTH AND WATERED PRIOR TO SOD INSTALLATION. ADJACENT TO SIDEWALKS AND CURBS REDUCE GRADE 1" TO ALLOW FOR GRASS BUILD UP. B. SOLID SOD SHALL BE LAID WITH TIGHTLY ABUTTING JOINTS AND TAMPERED OR ROLLED EVEN. IT SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CREATE A NEAT CLEAN EDGE OF SOD ADJACENT TO ALL PAVING AND SHRUB AREAS. C. AFTER THE SOD IS LAID, A TOP DRESSING OF CLEAN SAND WILL BE EVENLY APPLIED TO THE JOINTS WHICH NEED FILLING, D. IN ORDER TO PREVENT SLIPPAGE, AND TO PREVENT WASH OUT OF STRAIGHT SEAMS, SOD WILL BE PEGGED ON SLOPES AND PLACED IN A STAGGERED FASHION, E. ALL SOD AREAS WILL BE TREATED WITH A FERTILIZER CONTAINING THE RATIO 16 4 8 WHICH IS 50% ORGANIC WITH MICRO NUTRIENTS, AT A RATE OF 10 LB/1000 S.F. THIS SHALL BE DONE ONCE AT THE BEGINNING AND AGAIN AT THE END OF THE 3 MONTH SOD GUARANTEE PERIOD. 3.05 FIELD D QUALITY CONTROL A. MAINTENANCE PRIOR TO FINAL ACCEPTANCE: 1. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PLANT IS PLANTED AND SHALL CONTINUE UNTIL FINAL ACCEPTANCE AT THE END OF THE GUARANTEE PERIOD. PLANTS SHALL BE WATERED, MULCHED, WEEDED, PRUNED, SPRAYED, FERTILIZED, CULTIVATED AND OTHERWISE MAINTAINED AND PROTECTED FOR THE PERIOD OF TIME STATED ABOVE. SOD SHALL BE MOWED ON A REGULAR BASIS, ONCE PER WEEK IN THE SUMMER (MAY-OCT) AND ONCE A MONTH IN THE WINTER. A SEPARATE CONTRACT FOR THIS CAN BE LET BY THE OWNER, BUT IT IS THE CONTRACTORS RESPONSIBILITY TO MAKE SURE THE MATERIALS ARE PROPERLY MAINTAINED. 2, SETTLED PLANTS SHALL BE RESET TO PROPER GRADE POSITION, PLANTING SAUCERS MUST BE CONTINUOUSLY MAINTAINED. 3. DEFECTIVE WORK SHALL BE CORRECTED AS SOON AS POSSIBLE AFTER IT BECOMES APPARENT. UPON COMPLETION OF PLANTING THE LANDSCAPE CONTRACTOR SHALL REMOVE FROM THE SITE EXCESS SOIL AND DEBRIS, AND REPAIR ANY DAMAGE TO STRUCTURES, ETC. RESULTING FROM PLANTING OPERATIONS. IN A MOISTENED CONDITION FOR THE INITIAL TWO WEEKS AFTER PLANTING. 4. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR PROTECTION AGAINST MECHANICAL DAMAGE INCLUDING PROTECTION FROM VEHICLES, BY POSTING OF APPROVED WARNING SIGNS AND/OR BARRICADES, AS MIGHT BE NECESSARY. HE SHALL REPAIR, RESTORE OR REPLACE ANY PLANTS OR PLANTING AREAS WHICH MAY BECOME DAMAGED AS A RESULT OF ANY NEGLIGENCE BY HIM IN COMPLYING WITH THESE REQUIREMENTS. AS A SPECIFIC REQUIREMENT OF THESE CONDITIONS, THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT ALL PLANTS AT THE TIME OF FINAL INSPECTION EXHIBIT THE CHARACTERISTICS AND QUALIFICATION REQUIRED FOR THE GRADE OF PLANT AS ORIGINALLY SPECIFIED. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL WATERING REQUIRED IF IRRIGATION PROVES TO BE INADEQUATE FOR FRESHLY PLANTED MATERIAL. 6, EXCEPT AS OTHERWISE SPECIFIED THE LANDSCAPE CONTRACTOR WORK SHALL CONFORM TO ACCEPTED HORTICULTURAL PRACTICES. B. PROVISIONAL ACCEPTANCE; 1. UPON COMPLETION OF ALL WORK INCLUDING MAINTENANCE, THE LANDSCAPE CONTRACTOR SHALL ARRANGE FOR A PROVISIONAL INSPECTION. THE LANDSCAPE WORK MAY BE REVIEWED FOR ACCEPTANCE IN PARTS, PROVIDED THE WORK OF ONE UNIT OR AREA PART IS OF SUBSTANTIAL SIZE. 2. THE DATE OF PROVISIONAL ACCEPTANCE SHALL MARK THE BEGINNING OF THE GUARANTEE PERIOD. THIS DATE MUST BE SPECIFIED BY WRITTEN NOTIFICATION TO THE LANDSCAPE ARCHITECT AND THE OWNER. C. FINAL ACCEPTANCE INSPECTION: 1. AT THE END OF THE GUARANTEE PERIOD, INSPECTION OF PLANTS WILL BE MADE BY THE LANDSCAPE ARCHITECT/OR OWNER. WRITTEN NOTICE IS TO BE SUBMITTED TO THE LANDSCAPE ARCHITECT/OR OWNER BY THE CONTRACTOR AT LEAST TEN DAYS BEFORE THE ANTICIPATED INSPECTION DATE. 2. ALL DEFECTS DISCOVERED SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT NO ADDITIONAL COST TO THE OWNER, WITH IN TWO WEEKS OF THIS INSPECTION OR THE CONTINGENT FINAL ACCEPTANCE OF THE GUARANTEE INSPECTION SHALL BE VOID AND A NEW FINAL GUARANTEE INSPECTION SCHEDULED. 3.06 ADJUSTMENT AND CLEANING A. CLEANING UP THE SITE: UPON COMPLETION OF ANY PORTION OF THE LANDSCAPE PROJECT THE LANDSCAPE CONTRACTOR MUST THOROUGHLY CLEAN UP THE PROJECT SITE. IN ADDITION TO REMOVING ALL EQUIPMENT, UNUSED MATERIALS, DELETERIOUS MATERIAL AND SURPLUS MATERIAL, THE LANDSCAPE CONTRACTOR SHALL FINE GRADE ALL DISTURBED AREAS AND THE AREAS ADJACENT TO THE NEW PLANTINGS TO PROVIDE A NEAT AND UNIFORM SITE, SPECIFICALLY, THE SOD AREAS ADJACENT MUST BE AS REQUIRED. ALL DAMAGED OR ALTERED EXISTING STRUCTURES, AS A RESULT OF THE LANDSCAPE WORK SHALL BE CORRECTED BEFORE PROVISIONAL ACCEPTANCE IS GRANTED AND GUARANTEE PERIOD BEGINS. B. ADDITIONAL PLANT MATERIAL: ADDITIONAL PLANT MATERIAL REQUIRED DUE TO A DISCREPANCY IN THE PLANT LIST, THE PLANS OR CHANGES IN THE SITE SHALL BE PROVIDED AT THE SAME RATE AS ORIGINALLY SPECIFIED IN THE BID. ANY DEVIATIONS FROM THE PLANS PROVIDED SHALL REQUIRE A CHANGE ORDER SIGNED BY THE LANDSCAPE ARCHITECT, PRIOR TO THE WORK. 3.07 TRANSPLANTING OPERATIONS THE LANDSCAPE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO MINIMIZE SHOCK OF ROOT PRUNING AND TRANSPLANTING IN ACCORDANCE WITH NURSERY TRADE PROCEDURES INCLUDING THE FOLLOWING WHERE TIME IS AVAILABLE. A. PHASE ONE - INITIAL REMOVAL 1. ROOT PRUNE ONE THIRD OF BALL AT A TIME A MINIMUM OF 6 WEEKS BEFORE REMOVAL, 2. THIN OUT INTERIOR CROWN OF DICOTS IN A MANOR, TO COMPENSATE FOR ROOT LOSS, LEAVING THE SHAPE OF THE CANOPY INTACT. 3. LEAVE MONOCOT LEAVES ALONE ALLOWING PLANT TO BALANCE ITSELF PROTECT GROWING POINT AS NECESSARY. 4. AFTER ROOT PRUNING BACK FILL WITH GOOD ORGANIC ROOTING MEDIUM FERTILIZE WITH ORGANIC FERTILIZER TO PROMOTE ROOT GROWTH. FULLY PROTECT PLANTS FROM DAMAGE BY SUN, WIND, DROUGHT, WATER AND OTHER INJURIOUS CONDITIONS DURING TEMPORARY STORAGE. 5. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF THESE STORED PLANTS UNTIL THEIR REUSE. HE SHALL NOTIFY THE OWNER IN WRITING OF ANY CONDITIONS BEYOND HIS CONTROL, WHICH ARE ADVERSELY AFFECTING THE STORED PLANTS. B. PHASE TWO - STORAGE UNTIL REPLANTING SEE AREA DESIGNATED ON PLANS OR PROVIDE OFF SITE TEMPORARY STORAGE. 1. PROVIDE TEMPORARY IRRIGATION FOR THIS HOLDING AREA. MULCH TO REDUCE WEEDS, DISCOURAGE FOOT TRAFFIC AND ITS COMPACTING EFFECT, CONSERVE MOISTURE AND MINIMIZE TEMPERATURE FLUCTUATIONS. 2. BRACE TRUNK AND LEAVE IN PLACE UNTIL TREES ARE WIND FIRM. 3. WRAP TRUNKS AND STRUCTURAL BRANCHES OF THIN BARKED TREES TO PROTECT AGAINST SUN SCALD AND DEHYDRATION. RETAIN THIS PROTECTION THROUGH THE COLD SEASON. 4. FEED WITH DILUTED SOLUTION OF NPK IN SOLUBLE FORM WITH A SOIL NEEDLE PROVIDING WATER, AIR, NUTRIENTS AND A BREAKING UP OF CLODS. 5. WHERE FOLIAGE IS RETARDED SPRAY IT WITH ONE OF THE SOLUBLE AREA TYPES OF FOLIAR FEEDERS. 6. AT TIME OF REPLANTING TO FILL AIR POCKETS AND TO KEEP ROOTS, ESPECIALLY FEEDER ROOTS MOIST, LIVE AND HEALTHY, USE SOIL NEEDLE FOR WATERING NEW TRANSPLANTS, DIRECT FINE SPRAY AT FOLIAGE TO HELP HARDEN OFF NEW LEAVES. DRIP LINE OR - CONSTRUCTION LIMITS 6" DIAMETER DRAINAGE CHANNEL TREE OR SHRUB SEE PLANTING DETAIL w, ui i n 6" TOPSOIL wF= `-- ROOTBALL \--PLANTING MIXTURE DRAINAGE TESTING/DRAINAGE CHANNEL REQUIREMENTS DEPTH AS NECESSARY TO BREAK THROUGH RESTRICTIVE LAYER AND PROVIDE SUFFICIENT DRAINAGE. PRIOR TO PLANTING PITS SELECTED FOR TESTING SHALL BE TESTED IN THE FOLLOWING MANNER: A. DIG EACH PLANTING PIT TO THE MINIMUM SPECIFIED SIZE, B. FILL PLANTING PIT TWELVE INCHES (12") OF WATER. IF THE WATER LEVEL DROPS FOUR INCHES (4") OR MORE WITHIN FOUR (4) HOURS, THE DRAINAGE IS SUFFICIENT AND DRAINAGE CHANNEL IS NOT REQUIRED. IF HOWEVER, THE WATER LEVEL DROPS LESS THAN FOUR INCHES (4") WITHIN THE FOUR (4) HOUR PERIOD, A DRAINAGE CHANNEL IS REQUIRED. C. WHERE REQUIRED, THE DRAINAGE CHANNEL MUST EXTEND DOWN THROUGH THE NON -POROUS SOIL AND INTO POROUS SOIL. (SEE DETAIL) D. ALL MATERIAL REMOVED FROM THE DRAINAGE CHANNEL SHALL BE DISCARDED. E. WHEN BACKFILLING PLANTING PITS WITH PLANTING MIXTURE, CARE MUST BE TAKEN TO KEEP THE CONSISTENCY OF THE SOIL MIX THE SAME THROUGHOUT THE PLANTING PIT AND DRAINAGE CHANNEL. DRAINAGE MgEmml DO NOT CUT CENTER LEADER, THIN BRANCHES BY 255L RETAIN NATURAL SHAPE OF PLANT. PAINT ALL CUTS OVER 1/2" IN DIAMETER WITH TREE PAINT. PLAN (WIRE LOCATION) PROTECT TREE WITH 1/2" DI 5LAC,< RU55ER H05E AI30VE FIR5T MAIN LIM55 C NOTE: CONTRACTOR 5HALL ASSURE PERCOLATION OF ALL PLANTING PIT5 PRIOR TO INSTALLATION TREE PLANTING DETAIL Sca ins: 9T.S. PLANT MATERIAL SHALL NOT BE PRUNED PRIOR TO INSTALLATION; AFTER PLANTS HAVE BEEN INSTALLED, EACH PLANT SHALL BE PRUNED FOR UNIFORMITY. l 1110 GAUGE WIRE I 2 "X4"X3" 5TAGE5 %RIED 3" 5ELOW 5URFACE UJ/ HT. PLASTIC FLAG (2) WHITE PLASTIC FLAGS A50VE GAI-V. TURN15UCKL MULCH, 3" MIN., I" OVER ROOT5ALL TYP, SOIL 5ERM TO HOLD WATER, TYP, PREPARE PLANTING "SOIL A5 SPECIFIED COMPACT FULLY (o" CLEAN COURSE 5UILDER5 SAND MINIMUM 2" DEEP LAYER OF MULCH TO COVER ENTIRE PLANT E3ED, I" OVER ROOT5ALL (TYP) 501L 5ERM TO HOLD WATERR, (0" MIN. WET DOWN TO 5TAI331 L I rE. -- - --� - FINISH GRADE MOTE: f ROOT 5ALL �---� CONTRACTOR SHALL ASSURE' PERCOLATION:s 0 OF ALL PLANTING PIT 5 PREPARE PLANTING DRIP LINE (OPTIMUM) OR �- CONSTRUCTION LIMITS (MIN) PRIOR TO INSTALLATION SOIL A5 SPECIFIED 8' MAX. j� TYPICAL SHRUB PLANTING DETAIL. 1 %6" #3YP I U la-. 9N.T.8. Q 2"x4" OR FENCE RAIL o IT4"x4" OR FENCE POST I � �\T H E '�03" T E R N' ro" E" iUN U " "' l G w R% 0' tam P) P A. LANDSCAPE ARCHITECTS, LAND PLANNERS NOTE: HIGH VISIBILITY PLASTIC NETTING FENCE MAY BE SUBSTITUTED IF APPROVED BY REVIEWING AGENCY. 224 SOUTH BEACH STREET, SUITE 201A, DM7OA BEACH, FLORIDA 32114 NOTE: TREE PROTECTION TO BE INSTALLED ON ALL TREES WITHIN THE CONSTRUCTION AREA. (04) 2 2-7441 FAX 252-74.42 TREE PROTECTION DETAIL N.T.& r CD CD Lo cn {n :2 U) N C`t j_7 V = n N r cn E- o n I- z o C/) 0 al I; o v x .ram' rn V O V a vj I-- J � o 0 0 � c7 z Q o w U) U) VG nnc� v: 0 0 0 0 � z can c`n c� - w w L- L- U_ >i rK D o a cc § V V J Z Uri fzl MW mW < w w M cn u cn (n L® cn cn � � 0:� D�_ Qf a o No (a a CD N O n N f` N N CD CD -- 0 0 c 0 �f r� ns G Y r-=-I Izl y z 0 Q LL I < L>* rK O c") U e o l n (f (J7 O cn �z SHEET: 12 OF: 17 NOTE: INSTALL SPRINKLER AT FINISHED GRADE APPROVED SACKFILL SPRAY HEAD SPRINKLER NOTE: CONTRACTOR MAY / INSTALL GLUE FLEX PIPE / TO SIDE INLET UNg MANUFACTURED 3/4" MALE ELL SWING JOINT / NIPPLE/ "K-FLEX" \ GLUE FLLX PIPE (LENGTH AS REQUIRED) SIZED PVC LATERAL LINE \ 3/4" POLY ELL V\ \ \ \ LATERAL PVC TEE SPRAY HEAD NOTE: INSTALLATION DETAIL ALL PVC PIPE CONNECTIONS TO USE / AND INSTALL BLUE -GLUE ADHESIVE TS 11 TR TSB � S�N� / / o / / / ��. . 1 / f i ✓� PP / 1 / F � LJ OH'c -- DNE OHE - '- OHE��- � OH OJ', ONE -- OHE 0fiE 10' SETBACK L ------ SETBA v- -- -- - - - - ---------._._..-------- - ---CK LINE:- -- �_ I�..�.m..�.- -j,'- - -' ' - - - % 7 - I r- ]f, . ` a. � _ u LEGEND � b / F'F'/ _ c ® ME _ 3 RAINBIRD 1806 SERIES 6" POP-UP SPRAY HEAD -� _� ! m RAINBIRD 1812 SERIF S 12" POP-UP SPRAY HEAD AQ) T ZONE IRRITOL 700 SERIES ULTRAFLOW ELECTRIC VALVE. I / G.P. . - 1 09 SIZE AS SHOWN ON THE PLAN. INSTALL VALVE IN / 30.5 AN AMETEK VP-12A VALVE BOX. A HUNTER POP-ADJ-6 PART CIRCLE ROTOR HEAD CLASS 200 PVC MAIN LINE - 1 1/2" CLASS 160 PVC LATERAL LINE - SIZE AS SHOWN UNTIL A SMALLER SIZE IS SHOWN (3%4' MIN.) / ° (35 SCHEDULE 40 PVC SLEEVE SIZE AS SHOWN. / / ® PI/ SCF t 4" CONTROLLER � HARDIE TOTAL CONTROL E/E .. 5 STATION. INSTALL WITH A MINI-CLIK li x----- --= ---x ---- RAIN SENSOR NC � D ROD. SLEEVE 7NIv�i TOAS r^REIQUIRED. ALL VALVE BOXES SHALL BE MARKED WITH THE I NOZZLE CHART i ZONE NUMBER AS PRE INSTRUCTIONS BY THE 1 GPM AT LANDSCAPE ARCHITECT. O W��� �F gL I LETTER MODEL RADIUS PATTERN / R E ECTRIC i ILDING VALVE BOX 30 PSI / A_ RACK FINISH GRADE ' I I A 1800-15F 3.7 15' FULL cr i WIRE AS PER B 1800-15TO 2.8 15' THREE QUARTER / -�� -,�_ i LOCAL CODE 1_ P C 1800-15TT 2.5 15' TWO THIRD CONNECTORS I 6" MIN. 1 D _1800-15T 1.1.2 15' ONEFTHIRD EXPANSION SURGE I LOOPS ' J 0 0 N QLo N _ F- V) I- O (!) O c- CO w .5 1 I mmll� z E �fzf�l�l=1�1� vi IV IcI( �I�Irn J =- a z z � u� L 11 I 0' 30, 60' o z SCALE: 1 " = 30' o a w z z rn � z /y LLJ U) V) O 4 o c / C) 0 p ~ 11 Lr W C),-Z U ry L - CD 4- LL. O Q } -i Ji-- Q QF- S U U U U u) tY t r Gl CC Ct� CK Gr U CL _! w w w w w w w w ON: 0 CL C!_ 0- CL r1 r D:� w /i O C.) c� C) C] O O c� / w V) w cn w c) w v-, w v) w cn w U5 Q 3�: w v) w w w w w w w w z cifry C) C) O C) C) Q O Q O D f N O N C) ,') E N lam- (.0 r9 N N p~ O CU 0 0 0 - s- k=4 o y J P-'=d I - ----- - - - -' w V, I c\j� I_ a V i L� J I z� t b GENERAL NOTES Lz 1. REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. I 1 .-� F 2. ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18" OF COVER. i ; Q LOT n ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12" OF COVER.F 3. ALL POP-UP ROTORS AND SPRAYS SHALL BE INSTALLED USING AN 18' PVC FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. I Q 4. ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES & BLDG WALLS.jj 5. THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING.- 6. ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING KING i 'T "ONE STEP" CONNECTORS AND SEALANT WITH WIRE NUTS. j a. Q < 7. THE CONTRACTOR SHALL PREPARE AN AS -BUILT DRAWING ON A REPRODUCIBLE I [� W C PAPER (SEPIA OR MYLAR) SHOWING ALL IRRIGATION INSTALLATION. A MYLAR OR i SEPIA OF THE ORIGINAL PLAN MAYBE OBTAINED FROM THE LANDSCAPE ARCHITECT I FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. i I 0 B. ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE i LOT SI n Uf BOXES. , 0 9. ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE I U AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE I PROPERTY AND INSIDE THE LANDSCAPE AREAS. Q !_ij O 10, THE EXACT HEIGHT OF ANY 12" POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BEI DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. I a� p Q 11. THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING i <c� UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS t - - - - - - - - - - AND COST OF ANY DAMAGE CAUSED BY HIS WORK. 12. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL 1 ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 1 o /' --���� jam; VAS VE ! �. r 1800-15Q 1.0 15 QUARTER 13. ELECTRICAL SERVICE TO ALL EQUIPMENT SHALL BE PROVIDED TO A .JUNCTION j / CONTROLI ER 1 G 1800-15EST .61 4'xl5' END STRIP BOX AT THE EQUIPMENT LOCATION (BY OTHER /` / TO BE LOCATED % '� - co ROl DER 45�_ 45 i I. H 1800-15CST 1.2 4'x3O' - CENTER STRIP S. NOT A PART OF THIS CONTRACT.) l 14. IRRIGATION SPRAY HEADS TO BE DIRECTED AWAY FROM RIGHT OF WAY. IN ELECTRICAL r '::;=;.,- . '•:;;; ;;'' :'' J 1800-12F 2.6 12' LOW GPM FULL / 6z, ROOM - `V '`y f' ' r ( ! K L 1800-10F 1800-17SST 1.6 1.7 10' 9'xl8' LOW FULL SIDE STRIP I i A , / SINGLE THROW % " _ 6" GRAV r T SEMINOLE COUNTY TRACT I 4 { / , 16 AMP SWITCH I --__ / l -! -_ ! -- TO LATERAL LINE BASE TEE r r II M N 1800-15S.ST 1600-12H 1.2 1.2 4'x3O' 12' SIDE STRIP ti LOW GPM HALF PARCEL 44 14-20-30-300-006A-0000IT i I I I / ! ! 7~- / MAINLINE \ J r ' FI P R 1800-10T 1800-100 .52 .39 10' 10' LOW THIRD LOW QUARTER OWNER: SEMINOLE COUNTY BCC I / ELECTRICAL CONDUIT ! �- t�� PLACE CONTROL I S T 1800-1OH 1800-8H 79 79 10' 8' LOW HALF FLAT HALF i 1 / 120 V. POWER WIRES CONDUIT TO WIRES UNDER MAIN `" ELECTRICAL VALVE � ' U V 1800-8Q 1800-8T 39 .52 8' 8' FLAT QUARTER FLAT THIRDri T`E STERN "E I G N"jPVC GROIUP� 1.50 W 1800-5F-B 1.5 5' STREAM BUBBLER IP.START `.-._..._..__.._..-.-._.-._._._._.-.-.-._.-._..-.----._MAIMLINE-..-.-..-.-.-.-.-.-.-.-.-.-.-.-.-..._._._..._--_._...-.�. OF THE _.._._._._.-.-._.-.-._.-.-.-.__.-.-.._-.-._.- -.---- --- - -- - - -----------.-._.� I � X Y 1800-5CST-B 1800-5H-B 1.0 5' 5' �' STRIP BUBBLERp�-- HALF BUBBLER LANDSCAPE - ARCHITECTS - ND I�LANN CONTROLLER DETAIL � --� I Z 18Q0-BVAN VARIES 15, ADJUSTABLE ----------------------------------------- 224 -SOUTH- BEACH -STREET_ SUITE _201 A. DAYTONA- B C FLORIDA 32114 04) 2�2�- �441'AX 22�7442 -� �l SHEET: 1 J OF- 17 SQUARE CUT EDGE TRErCH WmTII VAMEE OF 'PAYMENTENTEXISTING (TYP.) W/ >RS OF PEE FINISHED GRADE T2' MIN. ASPHALTIC COW. ANGLE MAY VARY SEE NOTE 2 ffEE NOTE 4-\ i r 1_PIPE O.D. `° 12' UNDISTURBED EARTH (SEE NOTE 3) CROWN TRENCH IN UNPAVED AREAS, (3" MIN.) NOTE B FOR OTHER RESTORATION) NOTES: 1. PIPE BEDDING SELECT COMMON FILL COMPACT® TO BSX DF THE MAXIMUM DENSITY AS PER AASNTO T-IN. 2. TRENCH BACKFILL: COMMON FiLL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-190. FLOWABLE FiLL, 75-100 P.S.I., SHALL 8E USED WHERE EXISTING PAYED AREAS ARE AFFECTED. 3. PIPE BEDDING UTiLIZING SELECT COMMON FILL OR BEDOMO Ito" IN ACCORDANCE WiTH TYPE A BEDDING AND TRENCHIN O DETAIL MAY BE REQUIRED AS DIRECTED BY THE CRY. 4. (% 18" MAX. FOR PIPE DIAMETERS LESS THAN 24", AND 24' FOR PIPE DIAMETER 24" AND LARGER. THE MINIMUM DISTANCE SHALL EQUAL THE OUT31DE DIAMETER OF THE PIPE 5. WATER SHALL NOT HE PERMITTED IN THE TRENCH DURING CONSTRUCTION. B. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION DF THE FLOW. 7. REFER TO SECTION 3L5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIOIS. SHALL COMPLY WiTH STATE OF FLORIDA TRENCH SAFETY ACT. 0. FINAL RESTORATION IN IMPROVED AREAS SHALL BE IN COMPLIANCE WiT I ALL. APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN CITY RIGHT-OF-WAY MALL COMPLY WiTH REQUIREMENTS OF RMIR-OF-WAY UTILIZATION REOULATINIS. TYPE B. BEDDING AND. OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 100 MINIMUM LENGTH (FT) TO BE RESTRAINED ON EACH SIDE OF FITTING(S). PIPE SIZE 6" B" 10" 12" 16" 20" 24" 30" 36" 90' BEND 45" BEND 22-1/2' BEND 11-1/4 BEND PLUG OR BRANCH OF TEE NOTES: 1. FITTINGS SHALL BE RESTRAINED JOINT TYPE. 2. INSTALL FULL LENGTHS OF PIPE WITH TOTAL LENGTH CONTAINING ONLY RESTRAINED JOINTS EQUAL TO OR GREATER THAN LENGTH SHOWN IN TABLE. 3. WHERE TWO OR MORE FITTINGS ARE TOGETHER, USE FITTING WHICH YIELDS GREATEST LENGTH OF RESTRAINED PIPE. 4. IN LINE VALVES AND THROUGH RUN OF TEES OUTSIDE LIMITS OF RESTRAINED JOINTS FROM OTHER FITTINGS NEED NOT BE RESTRAINED UNLESS OTHERWISE INDICATED. 5. LENGTHS SHOWN IN THE TABLE HAVE BEEN CALCULATED IN ACCORDANCE WITH THE PROCEDURE OUTLINED IN "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" AS PUBLISHED BY DIPRA, WITH THE FOLLOWING ASSUMPTIONS: TYPE OF PIPE: • WORKING PRESSURE: P.S.I * SOIL DESIGNATION: • LAYING CONDITIONS: • S. FOR PIPE ENCASED IN POLYETHYLENE, USE VALUES GIVEN IN PARENTHESES OR INCREASE THE GIVEN VALUE BY A FACTOR OF 1.5. • TO BE COMPLETED BY THE ENGINEER RESTRAINED PIPE TABLE. CITY OF SANFORD MAY 1997 FIG. 104 21" MAIN POTAM A MA[� MAIL �IPOTARE WATER MAN POTA 1) LITTERING SHALL APPEAR ON THREE 3) LETTERING MUST BE PERMANENTLY SIDES OF THE PIPE AND RUN THE IMPREGNATED INTO THE PVC (IT ENTIRE LENGTH OF THE PIPE. CAN NOT BE STENCILED ONTO THE SURFACE OF THE PIPE. 2) LETTERING SHAD. HE A MINIMUM 3/4' IN HEIGHT AND APPEAR ONE OR 4) LETTERING SHALL HE KME ON MORE TIMES EVERY 21 INCHES ALONG WHITE PVC OR WHITE ON BLUE THE LENGTH DF THE PIPE. PVC. PVC POTABLE WATER MAIN NTS TYPICAL. METAL PIPE 2.0" - 4' PIPE - B" TAPE IS CENTi]ED ALONG TOP HALF OF PIPL POTABLE WATER MAIN POTABLE WATER MAIN In B' - 16' PIPE - B" TAPE LS PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE -- Km ThIAN mm tw m rwnm EmE aoz,a lvnm no= mm ropms am Km Know rMn SUN 20' AND LARGER PIPE - TAPE IS PLACED ON BOTH SIDES OF THE TIN' HALF OF THE PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. IQOE am Tmrmm RCA utia ra,ou WM mm TOf:d Huai Sum Sea ran» Sao rm raamu mu rw I9aN8 rcn meN rao+ai axEa INN PMU wa MU- 12' �I SPECIFIED mm MAX. rarArai aFaaE ma: � 1" ravel aNm �a � PER PIPE / DIAMETER BLUE TAPE WiTH BLACK PERMANENTLY IMPREGNATED LETTERING SHALL LE USED. THE TAPE SHALL RUN FROM JOINT TO JOINT ALONG THE PIPE. DUCTILE IRON POTABLE WATER MAIL{ WITH IDENTIFICATION TAPE HTS PIPE IDENTIFICATION (POTABLE WATER) CITY OF SANFORD MAY 1997 FIG. 110 SQUARE CUT EDGE TRENCH WmTH VARIES OF 1t(TYP.) CROYFN TRENCH IN UNPAVED PAYMENT W/ !� OF POPE AREAS (3' MIN.) (SEE NOTE 0 FOR OTHER RESTORATION) FINISHED GRADE i -/E.f L �•. 4• i l/i•/ NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO BSX OF THE MAXIMUM DENSITY AS PER AASHTO T-1BO. 2. TRENCH BA.CKFIU- COMMON FILL COMPACTED TO 95X OF THE MAXIMUM DENSITY AS PER AASHTO T-100. FLOWABLE FILL. 75-100 P.S.I., SHALL BE USED WHERE EXISTING PAVED AREAS ARE AFFECTED. 3. USE OF TYPE A BEDDING TD BE DETERMINED IN THE FIELD AS DIREC TO BY THE CITY. 4. (• : 15" MAX. FOR PIPE DIAMETER UESS THAN 24". AND 24' MAX. FOR PIPE DIAMETER 24" AND URGER. 'THE MINIMUM DISTANCE SHALL EQUAL THE OUTSIDE DIAMETER OF THE PIPE S. WATER SHALL. NOT BE PERMITTED IN THE TRENCH DURING CMrRUCT10N. 6. ALL PIPE TO BE INSTALLED WiTH BELL FACING UPSTREAM TD THE DIRECTION OF THE FLOW. 7. REFER TO SECTION 3L5 OF THE MANUAL FOR SHEETING AND BRACING IN EXCAVATIONS. SHALT. COMPLY WTDI STATE OF FLORIDA TRENLII SAFETY ACT. B. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING jr REQUIRED BY THE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PiPE DIAMETER LESS THAN i5' ARID 6" MINIMUM FOR PIPE DIAMETER 15" AND LARGER 6. DEPTH FOR RL]dOYAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPTH OF BEDDING ROCK BELOW THE PIPE. THE CITY SHALL DETERMINE IN THE FIELD IF REMOVAL OF UNSUITABLE MATERIAL IS REQUIRED TO REACH A SUITABLE FOUNDATION. TYPE A BEDDING AND OPEN -CUT DETAIL CITY OF SANFORD MAY 1997 FIG. 101 UNDISTURBED EARTH ENCASE TIE RODS IN - - 1-i/2' PYC SLEEVE NOTES: 1. ADDITIONAL REINFORCEMENTS SHPALL. BE AS SPECIFIED BY THE ENOINETEF. 2. MINIMUM COMPRESSIVE STRENGTH FOR COiMETE Sit" BE 3000 P.S.I. 3. BEDDINO, BACKFILL, AND COMPACTKIN SHAM BE AS SPECIFIED ELSEWHERE IN THE STANDARD DRAWINGS. 4. ALL FORM BOARDS SHALL BE REMOVED PRIOR To BACKFILL 5. NO ALLOWANCE SHAD. BE MADE FAR F1UC710NN BETWEEN THE PIPE WALL AND THE THRUST COLLAR. 6. DESIGN PRESSURE' J.1.9 D (4'-O" MIN.) I ` SEE TRENCH DETAILS .1' COVER ' jI FOR PIPE BEDDING REQUIREMENTS SCHEDULE OF DIMENSIONS AND MATERIALS PIPE DIMENSIONS T6 RODS NXI D KIM (1NCIM A B C D DIA NO. IW M TM%r OP= APAa TO K WAVM ON MM OF LmL POW OL Fr. IPA ImS1un (1 Irao -9 WMIL Ix Icon • WATER MAIN THRUST COLLAR DETAIL CITY OF SANFORD MAY 1997 FIG. 105 GROUND LEVEL AI X VINYL CONTINUOUS IDENTI- 38" FICATION/WARNING TAPE I MIN. TYPICAL UTILITY PIPE GENERAL NOTES: A ALL UTILITY PIPE. EITHER PVC OR METAL SHALL BE INSTAWED WRIT 6 INCH WIDE VINYL CONTINUOUS TAPE, FOR IDENTIFICATION AND WARNING PURPOSES, BURIED ABOVE THE PIPE AT A MAXIMUM DEPTH DEPTH OF 1B INCHES OR AS APPROVED BY THE CITY. IT SHALL. BE COLOR CODED AND WORDED AS FOLLOWS: 1. POTABLE WATER 3. GRAVITY SEWER A. COLOR: BLUE WITH BLACK LETTERING. A COLOR: GREEN WITH BLACK LETTERING. B. LETIMPIO: 'CAUTION: WATER UNE B. LETTERING 'CAUTION: SEWER UNE BURIED BELOW' OR SIMILAR WORDING. BURIED BELOW' ON SIMILAR WORDING. 2. RECLAIMED WATER 4. SEWER FORCE MAIN A. coum-•PURPLE Fin WHiE LETTERING. A COLOR: BROWN WITH BLACK LETTERING. B. LETTERING: 'CAUTION: RECLAIMED WATER B. LETTERING: 'CAUTION: SEWER FORCE UNE BURIED BELOW' DR SIMILAR MAN BURIED BELDW' OR SIMILAR WORDING. WORDING. B. A COLOR -CODED 14 GAUGE CONTINOUS INSULATED LOCATING WiRE SHAD. DE INSTALLED ALONG ALL PRESSURIZED NON-METALLIC MAINS. THE WIRES SHALL, BE LOOPED AND TIED TO ALL VALVE BOXES. (SEE FIG. 400) UTILITY PIPE IDENTIFICATION/WARNING MATERIALS (SEWER POTABLE WATER AND RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 111 UNDISTU EARTH CONCRETE ARCH NOTES: IQ, MIN. ° 'D' E' SEE NOTE 1 (TYP-) 1. ( •} 15' MAX. FOR PIPE DIAMETER l' THAN 24". MAN. D 24' MAX. FOR POPE DIAMETER1424" AND OVER. FUR CONCRETE ARCH, THE MIN. WIDTH SIWl BE SHEETING- SIDES CAN EQUAL TD OUTSIDE DIAMETER OF PiPE. BE FORMED 2, "D' REFERS TO THE DIAMETER DF THE PIPE. 'D' - /4 _ ; • �'v'. !!: 3. 'T' REFERS TO THE THICKNESS OF THE PIPE 'D'/2 �':t,•••r r.,? 3000 PS1 CONCRETE 4, THE NEED FOR CONCRETE ARCH HALF ENCASEMENT •T, ., . ', ,.•,.. OR FULL ENCASEMENT TO BE DETERMINED IN THE ',.;..';•. ..•. ;.:. i .. r FIELD AS DIRECTED BY THE CiTY. B" MIN.-� :..;•. i i'.. •v,•,• .,•. '.'r' UNDISTURBED 5. REFER To ECTION 32.3 OF THE ITI7TIES MANUAL FOR H EARTH SHEETING AND BRACING EXCAVATIONS. 5. ENDS OF ENCASEMENT SHALL. BE FORMED, MID CONCRETE CRADLE LOCATIONS SHALL BE INDICATED ON RECORD DRAWINGS. FINISHED GRADE CONCRETE BLOCK OR BRICK AND MORTAR WALL FILLING AT BOTH ENDS REST IRON PIPED JOINT DUCTILE 4" MIN. 6" MIN. STEEL CASING PIPE - DUCTILE IRON PIPE - NOTE 2) -VENT HOLE 6" CASCADE TYPE I CASING SPACER NOTES: 1. WHEN CONSTRUCTION IS WITHIN FDOT JURISDICTION, ADDITIONAL REQUIREMENTS OF THE UTILITY ACCOMODATION GUIDE SHALL BE MET. 2. WHERE PRACTICAL, CASING SHALL EXTEND 10 FEET BEYOND EDGE OF PAVEMENT AND SHALL NOT BE LESS THAN 6 FEET BEYOND EDGE OF PAVEMENT IN ANY CASE. THE CITY MAY REQUIRE LONGER CASING FOR DEEPER BORES. 3. AS A CONDITIONAL ALTERNATE SPACER METHOD. FOUR-4 FOOT LONG, 4 INCH BY 4 INCH PRESSURE TREATED WOOD SKIDS, WHICH ARE NOTCHED FOR THE USE OF ONE INCH WIDE STAINLESS STEEL BANDS, HAVE A BEVELED LEADING EDGE, AND ARE PLACED 90 DEGREES TO EACH OTHER AROUND THE PIPES, MAY BE USED ON A CASE BY CASE BASIS AS SPECIFICALLY APPROVED IN WRITING BY 'THE DIRECTOR. SLIPPAGE OF THE SKIDS WILL RESULT IN THE REQUIRED USE OF CASCADE TYPE CASING SPACERS. BORING AND JACKING DETAIL CITY OF SANFORD MAY 1997 FIG. 106 4' x 4' PRECAST FINISHED CONCRETE VAULT CAST IRON FRAME GRADE 36' SQ. AND COVER WITH ACCESS LID. 4" MAX. GROUT PREMOLDED PLASTIC" • ' 2" VALVE (TIP.) JOINT FILLER 5" WALLS (MIN.) -►-'.'I; 2" PORT WITH THREADED PLUG PIPE PLUG (TIP.) CUT OUT AND SEAL JOINT 2" NIPPLE �� WITH MORTAR FOR FORCE '� MAIN OR WATER MAIN 2" GATE VALVE _ SEE NOTE 2 2" NIPPLE-----:- SERVICE SADDLE PER SPECIFICATION FITTINGS AND SECTION 30.5.4 PIPE FOR ' A.R.V. SHALL BE BRASS ' �6" 6" BEDDING ROCK 6" x 15" REINFORCED CONCRETE FOOTING. (INTEGRAL WITH PRECAST STRUCTURE) NOTES: 1. ABOVE DETAIL IS BASED ON 2 INCH COMBINATION AIR/YACUUM RELEASE VALVE. CHLANDE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SHIES TO BE DETER- MINED BY THE ENGINEER AND APPROVED BY THE CiTY PRIOR TG INSTALLATION. 2. THE MINIMUM DIMENSION FROM TOP OF PIPE TO FINISHED GRADE SHALL BE 4.0 FEET. 3. ALL STRUCTURES TO BE TRAFFIC BEARING RATED. AIR OR COMBINATION AIR/VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 112 HORIZONTAL k VERTICAL SEPARATION REQUIREMENTS PROPOSED UTILITY MMIX WO I UMIM TAn9• R�rarARr r r�r Rromr JI M IC T� INN:. YRT. 1= IIm. "mm ��:T. ,�. vpjwmm rolAMd - - rCA1r 1r tr Ir Ir BA17x r r rvC 1r - - Ix OCash1. : jTm ND. 4 rA sum IO' Ir r Ir - - - - GENERAL NOTES: 1. THE TABLE REPRESENTS THE MINIMUM SEPARATION REQUIREMENTS AS DESCRIBED IN F.D.E.P. RULES OF THE FLORIDA ADMINISTRATION CODE (F.A.C.). THESE SEPAItA'TMNI REQIREMEfdT3 SHALT APPLY BETWEEN NEWLY PROPOSED UTILITY LINES AND EXISTING OR PROPOSED UnUTY LINES. 02. FOR THE PURPOSE OF THE TABLE. RECLAIMED WATER SHALL MEAN UNRESTRICTED PUBLIC ACCESS REUSE WATER AS DEFINED BY FAC. 17-SID. OTHER TYPES OF RECLAIMED WATER ARE CON31DERM RAW SEWAGE AND SEPARATIONS USTED FOR SANITARY SEWER SHALL APPLY. 3. ALL SEPARATION DISTANCES ARE FROM OUTSIDE OF PiPE TO OUTSIDE OF PIPE UNLOTHERWISE SPECIFIED. CRITERION PRODUCING GREATER C LEARACt SHALL BE USED. C/C - DENOTES CENTER OF PIPE TO L'ENTER OF PIPE. ESS D/0 - DENOTES OUTSIDE OF PIPE TO OUTSIDE OF PIPE. 4. ACCEPTABLE VARIANCES: A WHERE HORIZONTAL SEPARATION IS NOT ATTAINABLE, DUCTILE IRON PIPE OR CONCRETE ENCASEMENT MUST BE USED FOR AT LEAST ONE OF THE PIPES. DUCTILE IRON OR CONCRETE EN- CASEMENT MUST BE USED UNTIL MINIMUM CLEARANCE 15 REGAINED. B. WHERE 1B INCH VERTICAL SEPARATION IS NOT ATTAINABLE AT CROSSi110% USE ONE FULL LENGTH OF DUCTILE IRON OR EN- CASED PIPE CENTERED AT THE POINT OF CROS51N0. SPECIAL SUPPORT MAY BE REQUIRED. 5. NO WATER PIPE SHALL PASS 'THROUGH DR COME IN CONTACT WiTH ANY PART OF A SANITARY OR STORM WATER MANHOLE OR STRUCTURE. CONCRETE ARCH AND ENCASEMENT DETAILS 50" x 30" x6" TK. CONC. PAD (FLUSH WITH FINISHED GRADE) 3" DIA. BRONZE 2" 3" DIA. BRONZE DISC TK. DISC ANCHORED IN ANCHORED IN CONC. PAD /4 REBARS CONC. PAD -STAMP AS STAMP AS REQ'D. ALL AROUND REQ'D. SIZE OF VALVE TYPE OF VALVE r 1AaFi �, 22�1 L-r0 4.4, I SERVICE .• DIRECTION N0. TURNS TO OPEN : a" WATER :•N.,' a APPLICABLE VALVE BOX AND COVER °" '' .•r (SEE FIG. 115) 2 ANCHORS 3000 P.S.I. MIN. TO BE APPROVED BY CITY) CONC. MIN. VALVES 16 INCHES AND LARGER 6" TK. CONC. PAD 24, I� (FLUSH WITH " FINISHED GRADE) #4 REBARS ALL AROUND '4 AiE 24' ;a APPLICABLE VALVE BOX AND COVER 4 (SEE FIG. 115) VALVES SMALLER THAN 16 INCHES VALVE BOX PAD DETAIL CITY OF SANFORD MAY 1997 FIG. 107 4" MAX. CONCRETE VAULT 35' SQ. it . P 4 PIPE PLUG (TYP.) 2" NIPPLE 2' GATE VALVE 2' NIPPLE 2' BP BEND 8' BEDDING ROCK CORM E CAST IRON FRAME AND COVER WiTH ACCESS LID. EXISTING/ PROPOSED CROW PAVEMENT _-FINiStHED GRADE OPERATOR HANDLE 2" VALVE (fYP.) �� -- CAST IRON VALVE BOX S' WALL (MIN.) TOP SECTION EXTENSION - 2" PORT WiTH ROD AS THREADED PLUG REQUIRED SEE NOTE 3 2' VW BEND ORQUT 2' NIPPLE 2" UNION 2' BRASS PIPE x 2' CATE VALVE WASTEWATER FORCE ION OR WATER ION SERVICE SADDLE PER SPECIFICATION SECTION 50.3.4 NOTES: i. ABOVE DETAIL iS BASED ON P INCH COMBINATION AR/VACUUM RELEASE VALVE. CHANGE PIPE AND FITTINGS ACCORDINGLY FOR OTHER VALVE SIZES AND TYPES. VALVE SIZES TO BE DETERMINED BY THE ENGINEER AND APPROVED BY THE CITY PRIOR TO INSTAL- LATION. 2. THE MINIMUM DIMENSION FROM ELBOW INVERT TO FINISHED GRADE SHALL BE 4.0 FEET. 3. THE AIR RELEASE VALVE SHALL BE ADEQUATELY SUPPORTED. OFFSET AIR OR COMBINATION AIR VACUUM VACUUM RELEASE VALVE DETAIL CITY OF SANFORD MAY 1997 FIG, 113 FOR UNDISTURBED SOIL (TIP.) EDGE OF TRENCH L4 (TYP.) CRQ55W/PU.0 CROSS W/ T LUSiI�P] U G] WOOD FORM BOARDS BEHIND BELL SHALL NOT INTERFERE WITH JOINT (TYP.) CONCRETE T BLOCK (TYP.)RUST 0/2 OFFSET (AS REQ'D) EDGE OF CROSSCUT UNDISTURBED SOIL (TYP.j TRENCH WIDTH - THRUST- EDGE OF TRENCH t (TYP.) BENDS �AHRUSJ BLOCKAREA SQ. FT. CONCRETE THRUST BLOCK AREA j NOTES: 1. THRUST BLOCK BEARINO AREAS SHALL. BE POURED AGAINST UNDISTURBED MATERIAL WHERE TRENCH WALL HAS BEEN DISTURBED, EXCAVATE ALL LOGSE MATERIAL. AND EKIEND TO UNDISTURBED MATERIAL WOOD 2. EXTEND THRUST BLOCK FULL LENGTH OF FiTHNGS. .RUNTS, BLOCKING NUT3 AND BOLTS SHALL NOT BE COVERED BY THRUST (TIP.) BLOCKS. FTFTiNOS SHALL RE PROTECTED BY POLYETHYLENE FiLM (8 MIL) PRIOR TO PLACING CONCRETE THRUST BLOCK. AREA FOR 3. ROUGH BLOCKING FORMS SHALL. BE USED ALONG SIDES OF PLUG THRUST BLOCKS AS REQUIRED. 4. THRUST BLOCKS SHALL BE USED IN COMBINATION, AS REQUIRED TO SUIT THE SPECIFIC FITIIXG ARRANGEMENT. S. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED WiTH PRESERVATIVE IF FORMS ARE TO REMAIN IN PLACE. 5. ALL THRUST BLOCKS SHA L HE ALLOWED TO SET FIVE (5) DAYS BEIM PRESSURE TESTING, UNLESS HIGH H EARLY STRENGTH CONCRETE RI USED AND CITY HAS APPROVED A SHORTER PERIOD. AREA FOR AREA FOR 45' BEND TEE ?4 AREA FOR PLUG TEE W/ An END PLUG TYPICAL SECTION GRAVITY SEWE3r SOLID LIGHT GREEN E�, OR WHITE PVC WITH LIG TT GREEN WET " FORCE RMAIN: WHITE WITH BROWN � LETTERING. {� 21' SEW@ MAIN MAX.- iIIvm FORCE MAIN 1) PIPE IDENTIFICATION LETTERING 3) LETTERING A MIN. OF 3 4 INCH IN A FORCE MAIN: SEWER FORCE MAIN HEIGHT AND APPEARING NOT LESS B. GRAVITY SEWER: SEWER UNE THAN ONCE EVERY 21 INCH IN- TERVAL SHALL RUN THE LENGTH OF 2) THE LETTERING SHALT. APPEAR ON 3 THE PIPE. SIDES Of THE PIPE AND RUN THE ENTIRE LENGTH OF THE PiPE. 4) LETTERING MUST RE PERMANENTLY IMPREGNATED INiB THE PVC (IT CAN NOT BE STENCILED ONTO THE SURFACE). PVC FORCE MAIN AND GRAVITY LINES NTS TYPICAL METAL PIPE 4' PIPE - 6" TAPE IS CENTERED ALONG TOP HALF OF PIPE. SENDER UNE SEWER UNE 8" - 16' PIPE - a'TAE S PLACED ALONG BOTH SIDES OF TOP HALF OF PIPE. a.a ameu ran � :m � On= La: rararA ESN on= um 20" AND LARGER PiPE - TAPE 13 PLACED ON BOTH SIDES OF THE TOP HALF OF THE PIPE WiTH A THIRD STRIP CENTERED ALONG TOP HALF OF PIPE. w Sam am rasa mm Lffi iEfO Lab REM Lm am® Era sal PAPER BACKED ADHESIVE VINYL TAPE (TYPICAL) SPECIFIED l E•rc amm Ea 1" a•n use PER PIPE DIAMETER FOR SEWER LINES - TAPE SHALL BE GREEN WiTH BLACK LETTERING FOR SEWER FORCE MAIN - TAPE Stall BE BROWN WiTH RACK LETTERING. TAPE SHALT. RUN FROM JOINT TO JOINT ALONG THE LENGTH DF THE PIPE. DUCTILE IRON FORCE MAIN AND GRAVITY LINES WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (SEWER - FORCE MAIN AND GRAVITY) CITY OF SANFORD MAY 1997 FIG. 108 CAUTION SCHEDULE FOR THRUST BLOCK AREAS + PPE SUE (PCHES) YO BEND lm Fq 45 BEND (SD F7) II-1/2 BEND (m 0 11-:/4 arD (m m RF. t READ (m Ep DEwN PRESS (PSG e 10LE u _ MUSE MPS R " CWPlIFa OI •tlR OE U6 fDl M(1. SOU 45i1H111 1$A YR IFMM. Il . ED DE MWPLM er EMPNEER. THRUST BLOCK DETAIL FWATIERZ /4PAHTONE PURPLE S22C PVC- 21" MAR. j 1) LETTERING MALL APPEAR ON 3 SIDES 3) LETTERING MUST BE PERMANENTLY OF THE PIPE AND RUN THE ENTIRE IMPREGNATED INTO THE PVC (iT LENGTH OF THE PIPE. CAN NOT BE THE CILED ONTO THE SURFAC2) LETTERING WWI BE A MINIMUM OF 3/4 INCH IN HEIGHT AND APPEAR 4) LETTERING SHALL BE WHITE OR ONNE OR MORE TIMES EVERY 21 OTHER COHTRASIING COLOR. INCHES ALONG THE LENGTH OF THE PIPE. PVC RECLAIMEQ WATER MAIN HIS TYPICAL METAL PIPE 2.0' - 4' PIPE -8" TAPE IS CENTERED ALONG TOP HALF OF PIPE. RECLAIMED WATiR MAIN RECLAIMED WATER MAIN 11�1����7rIIp 6' - 16' PIPE - 6' TAPE IS PLACED ALONG BOTH SIDES OF THE TOP HALF OF PIPE. -- -a®® -a®® ZD' AND LARGER PIPE - TAPE IS PLACED ON BOiH SIDES OF TOP HALF OF PIPE WITH A THIRD STRIP CENTERED ALONG TOP HALF OF PiPE. a"l aa®l aaaram - aaa �Drm - aaaa Saar' a-L SPECIFIED - Q PER PIPE DIAMETER I PURPLE TAPE WiTH WHITE OR OTHER CWrRASHNG PEItMAIENriY IMPREGNATED LETTERING SHALL. BE USED. THE TAPE SHALL RIJN FROM JOINT TO JOINT AUMO THE LENGTH OF THE PIPE. DUCTILE IRON RECLAIMED WATER MAIN WITH IDENTIFICATION TAPE NTS PIPE IDENTIFICATION (RECLAIMED WATER) CITY OF SANFORD MAY 1997 FIG. 109 MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. ALL LETTERS 2" IN HEIGHT WITH 3/4' SPACING BETWEEN ROWS IRRIGATING WITH ' ''4. 2. 3/4 RECLAIMED 12" E-DO NOT DRINK 1 1/2' 38" (MAX) 0 1 1/4' ° 1/2- BORDER ° o NOTES: 1. HEIGHT OF SIGN WILL DEPEND ON LOCATION AND SURROUNDING LAM09CAPE PLANT TYPES. IN ALL CASES, THE SIGN SHALL BE VISIBLE TO THE PUBLIC. 2. BACKGROUND IHM)L BE PANTM4F ,.Iran*� ` S. ENGINEERING GRADE REFLECTIVE MATERIALS SHALL BE USED. 4, POST SHALL. BE U CHANNEL 12 FT. 2 L.B. HOT ROLLED HIGH TENSILE MIL OR BILLET STEEL. HOT DIP GALVAMEZED PER AMU A-123. 5. MOUNTING HARDWARE SHALL BE STAINLESS STEEL G. SIGNS SMALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH THE CrTT AFFw"M ENGINEERING PLANS AND/OR AS APPROVED BY THE DIRECTOR. RECLAIMED WATER IRRIGATION SIGN CITY OF SANFORD MAY 1997 FIG. 114 RAISED 1-1/2' LETTERS FLUSH WITH TOP OF COI' "SANITARY' OR 'STORMY AS APPLICABLE PLAN ALL COVERS USF 'AS" OR EQUAL P 'CrTY OF SANFORD" FOR CITY MAINTAINED FACILITIES ONLY 2 NON -PENETRATING PICK HOLES MACHINED MATING SURFACES 1-1/2' MIN. NHOLE FRAME: USF -227" I INLET FRAME: USF 1 1295' OR EQUAL ELEVATION STANDARD MANHOLE FRAME AND COVER CITY OF SANFORD MAY 1997 FIG. 202 a e n n o F- 21 . .� a - pn w3w z z ;i CITY OF SANFORD F a a a W o �g� wl f IRA /AC PACKAGE MAY 1997 FIG. 207 00000D0000000 0000000000000 0000000000000 ❑DODggUqoDqoD ❑DODOOOoo OOU❑ gDDURECLAIMED pool DDDD WATER °O° DOD❑ ff�QQ ❑UqI ❑00 El0oOo0DDi 110111)D00000DOOi igDOgODOOOq cl 00 DOOOOOOOOOODOI nnnnDOnnnnUnnl RECLAIMED WATER ❑OgoO ❑DOOODO❑ ❑oD00D00 000013D11111100❑ ❑DDooOooOOO❑ ppp WATER ❑DO ❑ q D [S[TQQCT ❑ D ❑ ❑D D U 0 o O O D OO❑ ❑oOODDODD❑ ❑❑DUgo 0. ❑DDop❑ POTABLE WATER ❑oo❑ \ ❑D00ac-D ❑oDDDDUD0❑ ❑DDODODDOD❑ 000000000000 ❑D❑ ❑U❑ ppp SEWER ❑p❑ ❑OOtTScr❑uo ❑GOO DODDODO❑ ■ r... ■ • .. " .. r SEWER APPLY TWO COATS OF EXTERIOR ENAMEL PAINT: PURPLE - RECLAIMED WATER GREEN - SEWER BLUE - POTABLE WATER TYPICAL VALVE BOX COVER DETAILS CITY Or SANFORD MAY 1997 FIG. 115 SET TOP OF VALVE BOX AT FINISHED GRADE FINISHED GRADE -� SEE NOTE 2 M.J. PLUG VALVE CONTINUOUS COLOR CODED 14 GAUGE INSULATED WIRE (NON-METALLIC PIPES ONLY) WASTEWATER FORCE MAIN COVER (SEE FIGURE 115) CONCRETE PAD IN UNPAVED AREAS (SEE FIGURE 107) ADJUSTABLE CAST IRON VALVE BOX - BOX SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT B' BEDDING ROCK NOTES: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. PLUG VALVE AND BOX ll___-. r'­ CITY OF SANFORD MAY 1997 FIG. M203 LIMITS OF SITE TO BE DEDICATED TO CITY OF SANFORD LANDSCAPED AREA (3' MIN) 3' MIN. RTU ANTENNA * r. T. WET WELL CONTROL PANEL (SEE DETAILS) HOSE HIRE 1' WATER SERVICE 9' (MIN.}- _ - 3' SIDEWALK 2 - B' SWING GATE ~I I� 3' WATER METER BACK OF CURB STREET 3P 4' MIN C/L - PUBLIC R/W �- W * TTHIS DIMENSION SMALL BE EQUAL. TO THE DEPTH OF THE WET WELL NOTES: 1. DRIVEWAY AND APRON SHALL. DE SDI (0) INCH THICK, 3000 P.E.I. CONCRETE. 1 PMR TO THE PUMP STATION SHALL. BE THROUGH UNDERGROUND CONDUIT FROM SUPPLY SOURCE IN RIGHT OF WAY. 3 LANDSCAPING SHALL BE REWIRED AROUND PERIMETER. 4. DEVELOPER SLAW. INSTALL AN AUTOMATICALLY CONTROLLED SPRINKLER SYSTEM FOR LANDSCAPING, RECLAIMED WATER SHALL LE USED WHERE AVAILABLE 5. ENGINEER SHALL PROVIDE A SCALED (1" = 2W MIN.) SITE SPECIFIC DETAILDPIAWING PUMP STATION TYPICAL SITE PLAN CITY OF SANFORD MAY 1997 FIG. 300 4' THICK 3000 PSI - CONCRETE SLAB TO WITHIN 3' OF FENCE CHAIN LINK FE LE- PER SECTION 3.10 AIRD 40.8 OF E MANUAL (SEE FIGURE 304) VALVE 4 VAULT * I I MIN .a o B" BLACK STEEL MIN. CONC. FILLED, PRIMED AND PAINTED OSHA YELLOW (2 COATS) B I FINISHED GRADE 24' DIA. MIN. I 3000 PSI CONC. NOTE: SITE LOCATION AND THE DEVICE TO 1E PROTECTED MAY REQUIRE A LARGER DIAMETER PIPE AND CQ' •JlETE ANCHOR. BOLLARD CITY OF SAKI iIHD MAY 1997 FIG. 116 LOT WTE WTtH -- !' BRANCH LINE BEND I OVAITLE PLUG (TYP) (SEE Nf-v m MU -SEWER PLAIN SIZE VARIES WYE WITH d' BRANCH SE;MCE CLEAN -OUR (11YE NOTE 2) ?ERMANENT PLUG (TYP) LOT LINE SERVICE CLEAN -OUT 4;";EE NOTE 2) T`.1' ..iiE I E TROM-FINISHED CONCRETE BENCHING SEE MANHOLE CONNECTION DETAILS MANHOLE FRAME Nk COVER (SEE FIGURE 202) SET COVERS FLUSH IN FRAMES HEDGED IN MORTAR PAYED AREAS & AT ELEVATIONS W101,1141 IN UNPAVED AREl3. 2 COURSES OFBRICK (MIN.) 4 COURSES (MAX.) V-B' MIN. T 3'-tl' M/AX y 2'_O• g� ' y INSIDE WALL- OUTSIDE WALL c .KHNT ACES BRUMINOUS EPDXY COATINGS (PER S NOTE S) TIOIS 4'-0" O' MIN. NV ANT RIRFACE! PRE-MOLDEO kw 4w MTEMM a (WRAPPER TO BE REMOVED) COMPETED JOINT REINFORCEMENT AND JOINT. f SQUEEZE -OUT SOUPEZE-OUT DETAIL TO BE DESIGNED BY THE ENGINEER AND APPROVED BY THE CITY. I I I BEDDING ROCK 2' MIN. CAST -IN -PLACE PRECAST MONOLITHIC CONCRETE BASE BASE FINISHED GRADE QSLAPE TO 9 PVC TERNPLLL . IDEFRH AT 1.gTi MIN(TYP) TERMINAL DEPTH ROTATE- �-R" PVC AS REQUIRED FOR 3O' (TYP•) SPRING LINE SERVICE (3' MIN.) TERMINAL. DEPTH (Tyr.) AS REWIRED FUR SEWER (ME NOTE 1) MAIN SERVICE (3' MIN.) (rYP.) SINGLE DOUBLE SERVICE SERVICO PROFILE A / 1 Op4•••00-• � �••••-•-•-•-•-•• / , I•JO••�•O:O; . ..•.--• 1 1 ... !000••-•o ❖.•oo.❖, •.o❖.00• .❖.❖..❖ oo•. 1 1• � � 1 � r 1 NOTES: 1, INVERT OF LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE 2, SERVICE CLEAN-OU13 SHALL BE INSTALLED AT TIME OF BUILDING CONSTRUCTION BY THE CONTRAT.TON. 3. CITY APPROVED ELECTRONIC LOCATING DEVICE SMALL IE INSTALLED AT THE END OF EACH SERVICE STUB -OUT. 4. RESIDENTIAL SERVICES SHALL BE 4 INCHES A RON-f11%SIDENTIAL SERVICES SHALL RE BE B INCHES IN DIAMETER AS A MINIMUM. SANITARY SEWER LATERAL DETAIL CITY OF SANFORD MAY 1997FIG. 204 BUM SHUT OFF VALVES AND FIT OIL -FILLED - PREM E GAUGE 2' BALL CHECK. HORIZONTAL OR APP145 REI CONCRETE BOX WrFH TRAFFIC TYPE CONCRETE COVER BK OR H APPROVED EAS MODEL QUA 2' BRONZE. BRASS. OR --;zRESIIJEMT BALL. VALVE 2' MPN TEE- J_ -BRASS ORAIN VALVE 2' MIN DIA PIPE FLANGED TEE FULL FLOW PLUG VALVE MOUNTED DOWNSTREAM WTIH 2' SQUARE ACTUATING NUT (DEZURIK MODEL Na 344 OR AN APPROVED EQUAL) PROPERTY LINE PROPERTY RIGHT-CF-WAY 2- CAP (MIN) CAST IRON VALVE BOX rl GATE B�ur OUTFLDW NOTE: DIMENSIONS WILL VARY ACCORDING TO UNE SIZE. THIS DETAIL IS DIAGRAMMATIC ONLY. ARRANGE PIPING TO PROVIDE READY ACCESS TO ALL COMPONENTS. ALL ITEMS SHAD. BE RIGIDLY SUPPORTED. PRESSURE SWITCH DETAIL CITY OF SANFORD MAY 1997 FIG. 305 r-E ,IA,N U.NU,V V I I"CU THICKNESS (INCHES) MATERIAL MANUFACTURER DIAMEIER (INCHES) HEIGHT (FEET) 21-35 48-3.3 M_57 M_60 e1_46 Q7-72 NOTES: 1. MANHOLE SMOWH IS FOR SEWER SIZE B' THRU 24". SEE SECTION 20.4.3 OF THE MANUAL. FOR MANHOLE DIAMETER FOR SEWERS LARGER THAN 24'. 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT O INFLUENT SEWER O 24' OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE. 4, EACH BENCH WALL SHALL BE A MINIMUM OF 1e INCHES LONG FROM THE WALL OF THE MANHOLE TOWARD THE CENTER. B. MANHOLES RECEIVING FORCE MAIN DISCHARGE SMALL HAVE AN INFERIOR LINER AS SPECIFIED IN SECTION 42.12 OF THE UT11111ES MANUAL TYPICAL MANHOLE CITY 0'"ORD MAY 1997 1 FIG. 200 PRODUCTS AND MATERIALS: A. En WF'E SHALL BE SCHEDULE 40 PVC SOLVENT WELD PIPE C4.1h TO ASTM 017U AND 01796, B. FrMI03 FITTINGS SHALL BE OF THE DRAIN WASTE AND VENT TYPE WITH SYL. VENT WELD 00INECHOM FIrHNGS SHALL CONFORM TO ASTM F3". 024®B AND 03031L C. PVC CLEANER, PRIMER AND CLUE A SEPARATE CLEANER. PRIMER AND GLUE SHALL. BE USED FOR THE SOLVENT WELD AND CONFORM TO ASTM DESIGHATNXN D2M K. INSTALLATION DETAILS: ILLUSTRATED MMM ARE SPECIFIC DETAILS FOR THE INSTALLATION OF THE NEW SANITARY SEWER LATERAL FOR CONNECTION TO THE VACUUM SEWER SYSTEM. Ie.a M:O. OLTM�. nMfa ,MiL�t) L - - - atin-CIY - - - J mium �au MEAL nm Ma p ffnm- T VACUUM Vxn 0-- 1m 40 mu)nuaw m 0--VACUUM UM TYPICAL SERVICE CROSS-SECTION 4" DIA B' LONG SPOOL PIECE WITH 1/0' STAINLESS STEEL MESH TOM GUARD 110' BEND oa eEND 4' PVC RISER 4" PVC C.O. THREADED CAP e� STRUCTURE ' a*^, i<, Yh S x+' 49" BEND TEE D.W.V. WYE 4' SCH 40 PVC CO. TYPICAL SERVICE VENT AND CLEAN -OUT DETAIL VACUUM SEWER SERVICE LATERAL SPECIFICATIONS CITY OF SANFORD MAY 1997 FIG. 205 SET TOP OF VALVE BOX COVER (SEE FIGURE 115) TO FINISHED GRADE CONCRETE PAD IN UNPAVED AREAL FINISHED GRADE (SEE FIGURE 10-1) _ --ADJUSTABLE CAST IRON SEE NOTE 2 VALVE BOX I BOX SHALL REST ON RESIDENT SEAT BEDDING ROCK NOT M. J. GATE VALVE �\ - - ON VALVE OR PIPE AND SHALL BE WATER CENTERED ON MAIN r' OPERATING NUT `vI r- CONTINUOUS i•. 14 GAUGE iPl :s.,. ,;VPER LOCATING WIRE (Nt:It1-MErALLJC PIPES ONLY) B" BEDDING ROCK TEE PRECAST . MANHOLE s INFLUENT SEWER (SEE NOW 3) COPKRETE ENCASEMENT q^OF VERTICAL PIPE INLET CONNECTION 4 DROP PIPE AS REQUIRED ' : ;:' • (SEE NOTE 1) f SW BEND p r._2. STANDARD DROP DETAIL PRECAST 1-- MANHOLE WALL COLOR EMCA3EO IN NON -SHRINK GIi:1XJT FLUSH WITH MAINfKU PVC OR DIP WALL (SEE NOTE 2) SPECIAL DETAIL FOR 24' DIAMETER PIPE AND URGER PRECAST MANHOLE-� ,• WALL STAINLESS STEEL, PyC OR BAND p1P STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR STANDARD PRECAST MANHOLE PIPE CONNECTION NOTES: 1. DROP PIPE AND FITTINGS MALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. L THE CITY MAY APPROVE ALTERNATE WATERTIOM CONNECTION DETAILS FOR CONNECTION OF 24' DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REWIRED FOR ALL INFLUENT WHICH HAVE AN INVERT 24' OR MORE ABOVE THE OWFLDW PIPE INVERT. MANHOLE CONNECTION DETAILS CITY OF SANFORD MAY 1997 FIG. 201 NIBCO 3' DWV 90' STREET ELL 4ND TANK ARRANGEMENT MAY 1997 FIG. 206 cAu-riON MODIFICATION OF THESE DETAILS BY NON-- "h'y OF SANFORD PERSONNEL, OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATION"', I SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. 40rFS: 1. PVC EXTENSIONS MAY BE USED ON VALVE BOX INSTALLATION. 2. THE ACTUATING NUT FOR DEEPER VALVES SHALL BE EXTENDED TO WITHIN 4 FOOT DEPTH BELOW FINISHED GRADE. P 1 r i GATE VALVE AND BOX DETAIL CITY OF SANFORD MAY 1997 30 I;. I UTILITY STANDARD DETAILS DALE APPROVED 15 COVER FINISHEDUNPAVED AREAS (SEE FIGURE 107) GRADE BUTTERFLY --ADJUSTABLE CAST VALVE IRON VALVE BOX /��/•:, tom/ UNDISTURBED BEDDING ROCK EXTENSIONSEARTH 1. PVC • ON BOX INSTALLATION. SECTION2. ALL WATER SHUT-OFF VALVES SIXTEEN (16) INCHES AND LARGER SHALL BE BUTTERFLY VALVES. SEE BUTTERFLY VALVE AND OF THE UTILITIES MANUAL i CITY OF "D .. 0.3. & Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY AS APPROVED BY THE CITY �- DIELECTRIC UNION (2 REQUIRED) 90' ENO (2 REQUIRED) i-4�CQFKXiETE SLAB°WH No.ax4 WiG x w10 WIRE MESH F-- p TO SERVICE NOTES: 1. ALL PIPE FITTINGS, MATERIALS, LABOR, AND APPURTENNANCFS SHALT. BE SUPPLIED BY THE CONTRACTOR. 2. ALL PIPE AND FTTTiNGS TWO (2) INCHES AND SMALLER SHALL BE THREADED SCHEDULE 40 GALVANIZED STEEL OR BRASS. 3. ALL PIPE AND FITTINGS THREE 3) INCHES AND LARGER SHALL. BE RESTRAINED JOINT DUCTILE IRON PIPE. ABOVE GRADE JOINTS SHALL BE FACTORY -FLANGED. 4 THREE (3) RICH METERS AND ABOVE STALL BE ABOVE GROUNO INSTALLATIONS WiTH BTPA S S. VALVES SHALL. BE CHAINED CLOSED. e. ALL FIRE UNES SIW1 BE AS APPROVED BY THE FIRE DEPT. 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FiRE PROTECTION USES AND STACK FOR ALL OTHER USES. 0. A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY'S CONNECTION POINT TO THE MAIN. SCHEDULE 40 GALVANIZED PIPE AND FiTTIiLGS OR DOUBLE CHECK OR SCHEDULE 00 PVC PIPE iL (REDUCED PRESSURE DEVICE AND FITTINGS NOTR ISUIRED� WHERE RECLAIMED WATEMETER BOX AND LID UNION UNION TO BE FLUSH WITH FINISHED GRADE. SHUT OFF VALVE 12" TO 30' CURB ABOVE 4' TO 8" GRADE FlNISHE GRAD METER CURB STOP _- SERVICE LINE APPLIES ONLY F IRRIGATION METER HAS SEPARATE TAP TO MAIN. IN MOST CASES -F--- CORP. STOP THE MWAT10N METER WILL BE PARALLEL TO THE HOUSE METER AND OFF OF THE 4 - DOUBLE STRAP SADDLE SAME SERVICE CONNECTION. WATER MAIN NOTES: 1. A POSITIVE DIELECTRIC CONNECTION SHALL BE MADE BETWEEN ALL GALVANIZED AND MASS COMPONENTS. 2. METER SHALL E INSTALLED BETWEEN SIDEWALK AND CURB WHERE APPLICAIE, OR AT PROPERTY LINE AND IN NO CASE $HA L IT LE INSTALLED IN SIDEWALK OR OTHER PAVED AREAS. 3. USE PRIMER SUITED TO BASE MATERIALS. FINISH WITH TWO COATS OF BLACK EXTLVOR ENAMEL 4. DOUBLE CHECK VALVES SLAW. NOT BE USED WHERE GROUND LEVEL POP UP HEADS ARE IN USE. IRRIGATION METER AND DOUBLE CHECK VALVE OR REDUCED PRESSURE BACKFLOW PREVENTER CITY OF SANFORD MAY 1997 FIG. 503 HYDRANT OPERATING NUT HOSE NOZZLE - AS REWEL 24" SQUARE AND PUMPER NOZZLE FORCED CONCRETE THICK REIN- FACING STREET FO SHEAR PAD. (SEE NOTE 2) - VALVE PAD 2 - ¢4 AT 9"- ; (SEE FIGURE 107) O.C. ML 4 v AROUND a COMPACTED e' BACKFILL M J HYDRANT SEE NOTE 3 ANCHORING 'TEE 12" MIN. 0' BEDDING ROCK e" PIPE RESILIENT SEAT GATE VALVE AND BOX MECHANICAL JOINT (SEE FIGURE 400) WITH RESTRAINERS (TYP.) NOTES: 1. FIRE HYDRANT SHALL BE SUPPLIED WITHOUT A WEEP HOLE, OR WITH A PERMANENTLY PLUGGED WEEP HOLE. 2. THE DEVELOPER SHALL INSTALL THE SHEAR PAD RECESSED 8 INCHES BELOW THE FINISHED GRADE AND SOD THE RECESSED SECTION. 3. CLEARANCE BETWEEN BOTTOM OF BOLTS AND TOP OF SHEAR PAD SHALL BE A 12 INCH MINIMUM. 4. FIRE HYDRANTS SHALL BE MUELLER A-423, AMERICAN DARLING 8-84. KENNEDY K81A OR CLOW MEDALLION F-2545. 5. FIRE HYDRANTS SHALL BE IDENTIFIED IN ACCORDANCE WiTH SECTION 52.7.5 OF THE UTILITIES MANUAL FIRE HYDRANT ASSEMBLY DETAIL CITY OF SANFORD MAY 1997 FIG. 402 TEST COCK (M.) FLANGED --- W SEND (2 REQ.) 30' MIN. COVER ►imt O.S. A Y. RESILIENT SEAT GATE VALVE. (2 REQUIRED) /-RODS ON D.I.P. RISER (TYP) 4" CONCRETE SLAB WiTH No. 0 x 0 W10 x W10 MIRE MESH 1//2" PREFORMED JOINT MATERIAL BETWEEN PIPE AND CONCRETE SLAB (TYP) >udx �90' BE (2 REQ.) TG f®mu THRUST COLLAR RODITED TO THRUST COLLAR RIDDED TO 90' BEND OR AS REQUIRED W BEND OR RESTRAINED BY THE CITY BACK TO VALVE AS REQUIRED BY THE CITY 3 INCH AND ABOVE ASSEMBLY DOUBLE CHECK VALVE DETECTOR METER ASSEMBLY (MINIMUM) BALL. VALVE (2 REQUIRED) - ` 3'a' MIN � CONCRETE SLAT � ABOVE GROUND DEVICE WITH DETECTOR BYPASS DOUBLE CHECK OR REDUCED PRESSURE ZONE DETECTOR ASSEMBLY mI� DISINFECTION 80we �pk,aad % awrha. ai Nw eatw Isar" obd W ddvkW" h aa�dir■ WM R" ggay w9M hdsr W r aura In /ABTA rr®1 an/ R■oodwa fir 4,dw kt,d�' wA ped,are d 1fr TIDY" Oyak vA d 6nkwne dd Frd■dlan �roA Wm b. ��eA Nagy TEMPORARY JUMPER CONNECTION NOTES, I. n1m .11 Tree ea/ar f• dIoai� d orrrra9aa hie® "lo"a pepmW hmpo,aswda L IRA d" ahoae to IN Iw MINN! far my Rw ra4w nwM of ery da itwr ;y ran w•w wdm MA �Oir■4m d nos N.A. p to f iPP.4Z9 N muflftx 1 A PPbr4d n -kft 1aml la punq hadmid2OW rryme• fm■ NN, f'w'I w vaur m adai dw. a mvw a�l sICU �ha r sda moll allur 1 r,& xf to aMwems tar aw lean the ffartia fBglar9aant d rrrokarerdd Ot✓�1 a,d er rdf .a "dnkda pe� �'s w�7a � 1"nLLrTairee a�i�a � '�arCaw� tN: FCV aV*um kOw to alth6ml adpnfa. 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WATER 3Y3TEM IE31I1,10: %aam dreg ka prfaaed d lfi stao"4.t pr aw" h("A �es�m :dam .adrnwa�i Hahana�iw7lFat ® ad1 for 4 �IMf� I2. x4 � Imp N dudSly kw Ara sM AifmL xats"1 fhndw f-23 1v FlR 00& 1M prmukws Ad Y"dda ft a•Jdkara4 •pr+x•'dw d tha apetdLd Femwo to tM gwwk for faa two bar Ia18q kd. hp aq of a perk tr'r • •rdd•w mAkMa far ■•a®w•q velar Iwo woad of I� I* 6a mwlwrtq mladL•Mnd Crum odd sadakra. UmmOd W oaf too. ■wwwM rapdm dr,lbe rm *A pfehadas w4rader d fad rp im u4m ■ o VDAN iw aftH bed 6dhL The M*,W em ra+Firad rdw Adefoui"I md pa T ®d d= �" n9�Asd t° TRAFFIC COVER WHERE REQ'D. DOUBLE METER BOX (18° x 24" MIN.) FINISHED GRADE 2" CAP -+► J 2" GATE VALVE 2" 90' BEND 8" RESTRAINED JOINT 2" 90' BEND DUCTILE IRON 8" BEDDING ROCK WATER MAIN TAPPED CAP NOTES: 1. ALL 2 INCH PIPE AND FITTINGS SHALL BE SCHEDULE 40 GALVANIZED STEEL OR BRASS WITH THREADED (NFT) JOINTS. USE TEFLON TAPE ON JOINTS. 2. COLOR SHALL BE APPROPRIATE FOR USE. BLOWOFF VALVE DETAIL CITY OF SANFORD MAY 1997 FIG. 403 RIGHT OF WAY LINE BYPASS - FLANGED TEE - (2 REQUIRED) FLANGED 'i' TO BYPASS PREFORMED iommT MATERIAL BETWEEN PIPE ' CONCRETE .o n ni 4' CONCRETE SLAB WITH WIRE MESH FROM MAIN THRUST COLLAR IN ROODT TO 90' • OR RESTRAINED REQUIREDTO VALVE AS : ADJUSTABLE PIPE SUPPORTIFY THE CITY . r_ LIMITS OF UTILITY EASEMENT rnurrrra eI ♦n DOUBLE SINGLE LOTS (TYP.) SERVICE (TYP.) SERVICE (TYP.) PROPERTY LINE (TYP.) - CLEANOUT P 4" WATER MAIN (MIN.) FiMNGS AS REQUIRED ("P.) ISEPARATE BOXES SIDEWALK iR MAN - MINIMUM) REDUCER s e' FIRE HYDRANT ASSEMEY (SEE NOTE 1) RIGHT OF WAY LINE CURB WATER MAIN 2. (TYP.) RIGHT OF WAY LINE NOTES: 1. ANCHORING TYPE 90' BEND SHALL ONLY BE USED WHERE RIGHT- OF-WAY CONSTRUCTION WILL NOT ALLOW INSTALLATION OF A STRAIGHT ASSEMBLY. TYPICAL SERVICE LOCATION DETAIL CITY OF SANFORD MAY 1997 FIG. 404 YIN. 2b" MIN. !ffiIE3s 1. ALL PIPE AND FITTINGS, YATEFOALS, LABOR, AND APPURTENANCES SHALL E SUPP1lED BY THE CONTRACTOR. 2. ALL PIPE AND FITTINGS THREE (3) INCHES AND LARGER SHALL BE REYTRAINED JOINT DUCTLLE IRON PiPE. ABOVE GRADE JOINTS SHALL E FACTORY -FLANGED. 12" SPOOL PIECE 3. THREE (3) BOVE INCH METERS AND ASLLALL BE ABOVE GROUND DOUBLE CHECK ON REDUCED INSTALLA CM WiTH BTPAS3. PRESSURE ZONE DETECTOR 4. VALVES SHALL E CHAINED CLOSED. ASSEYSLY AS REQUIRED BY THE CiTY S. THE ADM GROUND BYPASS LINE SHALL BE SQED FOR FiRE FLAW REQUIREMENTS. - • U.S. & Y. RESILIENT SEAT VALVES 0, ALL FIE LINES SIiALL BE A MINIMUM Or EIGHT (6) INCHES (3 REQUIRED) OR AS APPROVED BY THE FIRE DEPT. - 90' FLANGED END 7. THE ENTIRE ASSEMBLY SHALL BE PAINTED SAFETY RED FOR FiRE BLACK PROTECTION USES AND FOR ALL OTHER USES. RODS ON D.I.P. RISER 12" MIN. IL A GATE VALVE SHALL BE INSTALLED AT THE ASSEMBLY$ 3e' MAX. CONNECTION POINT TO THE MAIN. - {' FINISHED GRADE '• 9. DUAL DOMESTIC -FIRE FLOW MASTER METERS SHALL BE "' THE COMPOUND TYPE . 90' NJ SEND (2 REQUIRED) 10. DOMESTIC WATER MASTER METERS SHALL BE EITHER COMPOUND OR INLINE TURBINE TYPE AS DETERMINED FROM THE PROPOSED AMU AS APPROVED BY THE UTILITIES DIRECTOR. To SERVICEUSAGE THRuSr COLLAR ROnDED TO 90' BEND OR TOTALLY RESTRAANID AS REQUIRED BY THE CITY DUAL DOMESTIC-FIRE/FLOW DOMESTIC WATER MASTER METER ASSEM13 Y 2'METER - DOUBLE CHECK BACKFIAW PREVENTER ASSEMBLY SCH. 40 GALVANIZED PIPE AND FITTINGS PRESSURE GAUGE PROVIDE TEMPORARY T SUPPORTS AS REQUIRED. 12" TO 30' I- 3/4' HOSERIBB ABOVE W/VACUUM BREAKER 2' SCHD. 00 PVC.--r GE 2' SOLD. 00 PVC _ GRADE GAUGE DOUBLE STRAP SADDLE 2' CORP. STOP 2' CORP. STOP EXISTING e WATER �LINE o NEW WATER LINE b - - FLAW �- TIE-IN VALVE MUST BE CLOSED AND REMAIN LOCKED. CITY TO PROVIDE LOCKING MECHANISM. VALVE WILL BE OPERATED BY CRY PERSONNEL ONLY. NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS, ASSEMBLY, AiID THE INSTALLATION OF THE DEVICE. TEMPORARY JUMPER CONNECTION 91 mig Miff liter dE Ta � mi w g F 1 7 gg a �� TYPICAL RESIDENTIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FIG. 505 p CORPORATION MARK WITH WOOD STOP (1YIN.) PANTED IDEN11- CAI. COLOR A H LOT NUM- EW z CURB STOP (SEE NOTE 3) 12 T 3 TUBING (1' MIN.) SINGLE METER LOX AND WATER METER UP TO 2' (BY CiTY OF SANFORD) SINGLE SERVICE CORPORATION STOP & FITTING (NORMALLY OPEN) LOCATING WIRE ALONG MAIN (SPLICE SERVICE WIRE TO MAIN WIRE) la a IPROPERTY LINE CONTINUOUS COLOR CODED 14 GAUGE INSULATED COPPER LOCATING WiRE (POLYETHYLENE TUBING ONLY) CORPORATION Y-INCH STOP (1" YIN.) FITTING (1' x 3/4" x 3/4') CURB STOP w 2 EA. � g 3 TUBING (1' MIN.) PROPERTY LINE INDIVIDUAL. METER BOXES A, WATER METERS UP TO 2" (BY CITY OF SANFORD) DOUBLE SERVICE FESCO 810 DOUBLE CHECK VALVE 30' - 45' FORD Y202 YOKE BAR METER AWWA TYPE CC THREADS FORD CURB STOP WATER MAIN SV92-323W SADDLE TYPE 'K" FLEXIBLE COPPER OR CTS POLYETHYLENE TUBING (1" MIN) 0 RESILENT SEATED BALL VALVES METER BOX AND LID TO BE FLUSH WITH FINISHED GRADE. 4" TO 8" CURB NOTES 1. ALL FITTINGS SNALL BE BRASS WiTH COMPRESWOH/PACK JOINT TYPE CONNECTIONS. 2. NO SERVICE LINE SHALL TERMINATE UNDER A DRIVEWAY. 3. EACH SERVICE SHALL TERMINATE AT A CURB STOP WHICH 3fULL BUIIID APPROXIMATELY 3' BELOW FINAL GRADE AND SHA BE CLEARLY MARKED WiTH A 2' x 2" x IS' STAKE WiTH THE TOP PAINTED BLUE AND MARKED MRTH THE NUMBER Of THE LCT(S) TO E SERVED. 4. METERS 1-1/2" AND LARGER SHALL REQUIRE F.D.E.P. PERmrrs. S. RECLAIMED WATER SENMES SMALL E PAINTED PURPLE (COPPER) OR USE PURPLE COLORED CiS PO4YETHYi.ENE TUBING. e. POTABLE WATER SERVICES SHAIJ. E PAINTED BLUE (COPPER) OR USE BLUE COLORED CTS POLYETHYLENE TUBING. WATER SERVICE CONNECTION DETAIL PVB DEVICE (NOT REQUIRED WHERE RECLAIMED WATER IS URLTZED) SCHEDULE 40 GALVANIZED PIPE AND FITTINGS OR SCHEDULE e0 PVC PIPE AND FITTINGS. DIELECTRIC UNIONS SHALL BE USED. X.Z 2TO 30" 12' MINIMUM ABOVE ABOVE THE HIGHEST OUTLET GRADE (, r POP-UP SPRINKLER HEAD IMFAM 41 METER SHUT OFF VALVE CURB sraP -•- COPPER SERVICE APPLIES ONLY IF IRRIGATION NOTES: METER HAS SEPERATE TAP TO MAIN. IN MOST CASES 1. PRESSURE VACUUM BREAKER (PVB) CANNOT BE INSTALLED b CORP. STOP THE IRRIGATION METER WILL WHERE THERE CAN BE BACKPRESSURE, ONLY WHERE THERE BE PARALLEL TO THE HOUSE CAN BE BACKSIPHONAGE. DOUBLE STRAP METER AND OFF OF THE SADDLE SAME SERVICE CONNECTION. 2. 'THE PVB SHALL HAVE A SMUT -OFF VALVE DOWNSTREAM WATER MAIN OF THE METER AND DEVICE. 3. THE PVB MUST BE INSTALLED AT LEAST 12" ABOVE THE HIGHEST OUTLET OR, IF IT IS FEEDING AN OPEN TANK, AT LEAST 12" ABOVE THE HIGHEST OVERFLOW RIM OF THE TANK. 4. FREEZE PROTECTION SHALL BE ADDRESSED. IRRIGATION METER AND PRESSURE VACUUM BREAKER BACKEIOW PREVENTER �9k if Rw ■ s s a F 1 W a TYPICAL COMMERCIAL RECLAIMED WATER IRRIGATION SYSTEM LAYOUT CITY OF SANFORD MAY 1997 FIG. 506 CAUTION MODIFICATION OF THESE DETAILS BY NON -CITY OF SANFORD PERSONNEL OTHER THAN THE FILLING IN OF BLANK INFORMATION LOCATIONS, SHALL RESULT IN THE WITHDRAWAL OF THE UTILITIES DEPARTMENT'S APPROVAL OF THE SUBJECT ENGINEERING PLANS. REVISIONS BY SCOPE: Supply and install one complete H-20 GP Pre -Fab Lift Station, per design. Pumps shall be capable of grinding and pumping domestic & commercial sewage. Complete system shall be supplied by: LiFT STATION MANAGEMENT & COMPANY, INC. Longwood, FL 32750 (Ph. 407-265-9963) Contract to be awarded on the basis of the base bid H-20 GP LIFT STATION. Alternative deduct systems will only be considered after award of contract and alternate must be specified at bid time. The design engineer shall be reimbursed for additonal time and costs to review any alternate equipment or design. Any savings to contractor shall be shared with the Owner. Due to the structural strength, corrosion resistance, and the leak -proof design of the H-20 GP complete system, concrete wetwells will not be approved. Certification of the wetwell H-20 load rating must be supplied with submittals. PUMPS: Submersible grinder pumps shall be HOMA Model GRP. The -pumps shall be installed in the H-20 GP FRP wetwell utilizing a dual slide rail system. The grinder unit shall be capable of macerating all material in normal domestic and commercial sewage, including foreign objects such as plastic, sanitary napkins, and disposable diapers into a fine slurry which will pass through ti►e pump and the Sch.80 PVC discharge piping. Single phase motors shall be of the capacitor start, capacitor run type for high starting torque. Stator winding shall be open type with Class F insulation and shall be heat - shrink fitted into the btator housing. The use of pins, bolts, or other fastening devices is not acceptable. A heat sensor thermostat shall be attached to the top end of the motor winding and shall be connected in series with the magnetic contactor coil in the control panel to stop motor if winding temperature exceeds 140 C., but shall automatically reset when the winding temperature returns to normal. Two heat sensor thermostats shall be used on three phase motors. The pump motor grinder shaft shall be of AISI 430F SS threaded to take pump impeller and grinder impeller Upper & lower seals shall be Silicon Carbide vs Silicon Carbide DUPLEX PUMP CONTROL PANEL: The Enclosure shall be NEMA 3R, minimum 24" high x 20" wide x 8" deep, from type 304, 14 ga. stainless steel with padiockable draw latches. The enclosure shall have external mounting feet to allow for wall mounting. All hardware shall be stainless steel. All conduit penetrations shall have approved seal off fittings and shall be properly sealed to prevent wetwell gases from entering enclosure. The following components shall be mounted through the enclosure: 1 ea. Red Alarm Beacon 1 ea. Alarm Horn 1 ea. Generator Receptacle with weatherproof cover 1 ea. Silence Pushbutton The backpanel shall be fabricated from .125, 5052-1132 marine alloy aluminum. All components shall be mounted by machined stainless steel screws. Self tapping screws are not acceptable. The following components shall be mounted to the backpanel: 2 ea. Motor Contactors 2 ea. Start Capacitors to match motor requirements, single phase only 2 ea. Run Capacitors to match motor requirements, single phase only 2 ea. Start Relays to match motor requirements, single phase only 1 ea. Volt Monitor (Single Phase) Phase/Monitor (Three Phase) 1 ea. Control Transformer with primary and secondary fuses, 480 Volt only 1 ea. Silence Relay 1 ea. Intrinsically Safe Float input Module 1 ea. Duplex Alternator 20 ea. Terminals for field connections 6 ea. Terminals for motor connections, single phase only 3 ea. Ground Lugs 1 ea. Space Heater The innerdoor shall be fabricated from .080, 5052-H32 marine alloy aluminum. The innerdoor shall have a continuous aluminum piano hinge, a handle and catch and shall be Installed by stainless steel screws for ease of removal. The Inner door shall open a minimum of 110 degrees to allow safe access to backpanel. The following components shall be mounted through the Innerdoor: 1 ea. Main Circuit Breaker 1 ea. Emergency Circuit Breaker 1 ea. Mechanical Interlock for main breakers 2 ea. Motor Short Circuit Protectors 1 ea. Control Circuit Breaker 2 ea. Hand -Off -Auto selector switches 1 ea. Sequence selector switch, I -Auto-2 1 ea. Alternator Test Switch 2 ea. Pump Run Pilot Lights 1 ea. Power On Pilot Light 4 ea. Float indicating Pilot Lights 2 ea. Seal Failure Pilot Lights 2 ea. Elapsed Time Meters 1 ea. GFI Duplex Convenience Outlet RILEY H 20 GP LIFT STA TION MANA GEMENT COMPONENT SPECIFICATIONS: All circuit breakers shall be molded case thermal magnetic. Circuit breakers shall be sealed by the manufacturer after calibration to prevent tampering. Each breaker shall be adequately sized to meet the equipment operating conditions. The mechanical Interlock shall prevent the normal and emergency main breakers from being energized at the same time. The interlock shall be fabricated from aluminum or stainless steel. An emergency generator receptacle shall be supplied In accordance with DEP standards. The generator receptacle shall be adequately sized to meet the equipment operating conditions All motor short circuit protection devices must provide for undervoltage release and class 10 overload protection on all three phases. Visible trip indication, test and reset capability must be provided without opening Inner door. Open frame, across the line, contactors shall be rated per IEC standards and properly sized per the motor requirements. Contactors shall provide for safe touch power and control terminals. Contactor contacts and coil shall be easily replaceable without removing the contactor from its mounted position. Lightning Arrestor to meet or exceed the requirements of ANSIIIEEE Sid. C62.21-1984 section 8.6.1 and 8.7.3 shall be supplied by electrician and mounted on the bottom side of the switch disconnect ahead of the pump control panel. Voltage Monitor shall be supplied for single phase service. The voltage monitor shall be designed to sense a low voltage condition. The relay shall de - energize the motors when the line voltage drops 15% below the relay setting. The voltage monitor shall be protected by dual element fuses. Phase Monitor shall be supplied for three phase service. The phase monitor shall be designed to sense a low voltage, phase loss, power failure and improper phase sequence condition. The relay shall de -energize the motors upon a conditon fault. The phase monitor shall be protected by dual element fuses. The control system shall be designed to operate the floats at Intrinsically Safe voltage levels ( 5V @ 100 microamps). Each input shall cause a contact closure to start and stop pumps as well as energize alarms The duplex alternator shall be the solid state type. The alternator shall switch each pump to lead upon a single complete cycle and shall provide for lag pump operation upon level rise. The design logic for this system shall include: Float failure, the logic shall automatically compensate for the loss by removing the failed float from fire circuit and electrically re -position the floats for a fail safe mode. As an example, If the. "STOP PUMPS" float failed,.the "START LEAD" float would become the "STOP PUMPS" float, the "START LAG" float would become the "START LEAD" float and the "HIGH LEVEL" float would become the "START LAG/ HIGH LEVEL " float Further, if the "STOP PUMPS" and the "START LEAD" floats failed, the "START LAG" float woud become the "STOP PUMPS" float and the "HIGH LEVEL" would become the "START LEAD/START LAG/NIGH LEVEL" float. An alternator sequence (1 - Auto - 2) three position toggle type selector switch shall be supplied to manually overide the alternator In the '/'positon, motor #1 shall always be the lead motor. In the Auto' positon, the motors shall sequence to become the lead motor. In the 7positon, motor #2 shall always be the lead motor. An alternator test switch toggle type shall be supplied to test the alternator circuit. Hand - Off- Auto three position selector switches shall be supplied for each motor. A Red pilot light shall► be supplied for each motor. The pilot light shall illuminate each time the motor Is called to run. A Yellow pilot light shall be supplied for each motor. The pilot light shall illuminate upon detection of water in fire seal chamber of the pump. Each motor shall have an Elapsed Time Meter to record the accumulated running time. The ETM shall be a 2" diameter, non-resettable, six digit, totally encapsulated unit. A Red pilot light shall be supplied for each float. The appropriate pilot light shall illuminate each time the float switch closes. A Green pilot light shall be supplied for control power. The pilot light shall illuminate when control power Is available in the panel. Relays shall be ice -cube plug in type. Relay contacts shall be rated 10 amp minimum, DPDT. Twenty (20) terminals shall be supplied for field connections. The teminals shall be rated 25 amps minimum and shall be mounted on a 30 degree angle for ease of field wiring. Float connection terminals shall be arranged such that each float is connected in consecutive order and does not require any crossing of wires. Each motors aver -temperature contact shall be connected to the terminal strip and shall open a contact to•de-energize the appropriate motor upon a high temperature within the motor. A 15A. GFI duplex convenience outlet shall be supplied and mounted on the Innerdoor to provide service technicians with an outlet for trouble lights, etc. Ground Lugs shall be supplied and appropriately sized for each motor and for service entrance. A space heater shall be provided to maintain the temperature within the enclosure a minimum of 2-3 degrees F. above ambient to provent condensation build up. The heater shall be mounted with stainless steel screws and protected by a shield. Self adhesive ►means of fastening by glue, tape, ect. are not acceptable. Nameplates for the innerdoor shall be of a graphic design, specifically depicting the intent for each device. One nameplate shall be supplied for all control devices. One narnplate shall be supplied for all power devices. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar. Nameplates for the backpanel shall be of a graphic design, specifically depicting the Intent for each component. One nameplate shall be supplied for each component. All text and graphics on each nameplate shall be scratch resistant. The nameplates shall be fabricated from laser -screened laminated mylar MISCELLANEOUS: All wiring on the backpanel shall be contained within wiring duct. All wiring between fire innerdoor and the backpanel shall be contained within a plastic spiral wrap. Each wire shall have a wire number at each end to correspond to the asbuilt drawing for field troubleshooting. The control panel shall be assembled by an Underwriters Laboratories UL508 Listed manufacturing facility. FASTENERS & APPURTENANCES: All fasteners, lifting cables, float cable bracket and appurtenances shall be made of AISI 304SS or other material inert to the highly corrosive atmosphere of a sewage lift station. Hinges for the wet well and valve box shall be AISI 304SS minimum. An aluminum slide/latch assembly shall be provided for holding the doors open on both the wet well and the valve box. Slide rails shall be SCH 40 AiSi 304SS pipe Pump lifting devices shall be made of AISI 304SS (min.) cable (114"min) or 304SS chain of sufficient size, with safety factor to handle safely the specific pumps. AISI 304SS (min.) pump lifting bails shall be provided. H-20 LOAD RATED WETWELL WITH LIFTING LUGS: The fiberglass wetwell must be H-20 load rated w/integral lifting lugs, and certification of this rating must be supplied at time of submittal. The wetwell shall be manufactured of fiberglass reinforced polyester (FRP) of diameter and depth as shown on the lift station elevation detail. The wall thickness shall be adequate for the depth of tire wetwell to maintain the H-20 load rating. Reinforcing Materials: The reinforcing material shall be commercial grade "E" type glass in the form of mat, chopped or roving fabric, having a coupling agent that will provide a suitable bond between the glass reinforcement and the resin. Additives, such as thixotropic agents, catalysts, promoters, etc., may be added as required by the specific manufacturing process to be used to meet the requirements of this specification. Fillers and Additives: Fillers of any type shall not be utilized. EXECUTION: Installation shall be in strict accordance with Me manufacturer's instructions and recommendations in the locations shown on the drawing. INSPECTION & TESTING: A factory representative shall be provided for one (1) day and shall have complete knowledge of proper operation and maintenance to inspect the final installation and supervise the test run of the equipment. Megger fire motor. The pump motors shall be rnegged out prior to startup to ensure the insulation of the pump motor/cable system is intact. The pump controls and pumps shall be checked for mechanical reliability and proper operation. PUMP DATA ELEVATIONS PRIMARY PUMP CAPACITY GPM TOP OF WETWELL PRIMARY TDH 'TDH INLET INVERT PUMP MANUFACTURER HOMA HIGH LEVEL ALARM PUMP MODEL # 2nd PUMP ON R.P.M. 3450 1st PUMP ON HORSEPOWER PUMPS OFF ELECTRICAL - VOLTS/PHASE BOTTOM OF WETWELL PUMP DISCHARGE SIZE WETWELL DIAMETER IMPELLER DIAMETER WJI 1. DRAWING IS NOT TO SCALE. x 2, ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH LOCAL CODES. ►a 3. ELECTRICIAN SHALL SEAL OFF CONDUIT RUNS INSIDE WETWOW INSIDE OF CONTROL PANEL. w 4, ELECTRICIAN TO MOUNT LIGHTNING ARRESTOR AT SWITCH DISCONNECT 5. BOTH WETWELL AND VALVE BOX SHALL BE LOCKABLE 5. CONTRACTOR SHALL FIELD INSTALL INLET FITTING AT PROPER ELEVATION. 7. ALL HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL * B. CONTRACTOR SHALL VERIFY POWER SOURCE PRIOR TO ORDERING EQUIPMENT. Riley H-20 GP 5-3-01 S.S. HINGES "B' Val" 2" SIZE (2-3) FIELD INSTALLED KNOCKOUTS FOR ELECTRICAL CONDUITS Al ALUMINUM ACCESS HATCH & COVER (LOCKABLE) FIBERGLASS WET WELL FIBERGLASS VALVE BOX (LOCKABLE) H-20 LOAD RATED FEMERGENCY PUMP / QUICK CONN CTO CPLG. 2" PVC DRAIN LINE PVC DISCHARGE "C" NOTE: PUMP CONTROL SHALL BE LOCATED 3 FEET FROM WET WELL PERIMETER OPTIONALLY AT "A", "B", OR "C" LIFT STATION PLAN LPI C DISCHARGE 2" GREEN VENT FIBERGLASS VALVE BOX FRP VALVE BOX w/ BRONZE BUG SCREEN ( 40 " X 30 " X 24 " D) ( 16�' X 12 " X 12 " D) EMERGENCY PUMP OUT SCH 80 PVC.F W/ QUICK CONNECT CPLG. /--FIN GRADE IT) INTEGRAL LIFTING -°--CABLE HOLDING LUGS INCREASER BRACKET n PVC z 64 SCH DISCHARGE LINE %SS LIFTING / CABLE CAST IRON PLUG VALVE FLANGED CAST IRON ".T, PLUG VALVE 2" PVC DRAIN 0 RIGHT OF WAY ('P-TRAP') FLANGED CAST IRON CHECK VALVE INLE FIELD INSTALLED 2' MIN. INTEGRAL SLOPE FOR PROPER DRAINAGE SCH 80 PVC SS PUMP SLIDE RAILS ( PPSCH 40 AISI 304SS PIPE) LIFTING BAIL 01 INTEGRAL PUMP DISCHARGE WITH SEALING FLANGE FIBERGLASS SLOPE CONCRETE GROUT AS REQ'D BY ENGINEER TO PREVENT FLOTATION YD ® 6. MAKE MONOLITHIC POUR WITH BOTTOM SLAB s e q s � VP,n �- CONCRETE BASE SLAB AS PER °-- BASIN ANTi-FLOTATION FLANGE SPECIFICATIONS W/ J 4 REBAR 18" O.C. LIFT STATION SECTION ELECTRIC METER (C❑NTRACTOR LOCATE) LIGHTNING ARRESTOR FIELD MOUNTED BY O ELECTRICIAN SEAL OFFS - (2") (2)-2" CONDUITS REWD FUR 2 I-P PUMPS (3)- 2" CONDUITS RE®'D FUR 3 HP AND (D LARGER PUMPS WATER LEVEL CONTROL TO PUMP NO. 1 TO PUMP NO. 2 SLEEVE REQUI 2'p GAL PIPE OR EQUIV. GRADE POSTS TO W:1A � GROUND ROD CONCRETE AROUND POSTS (VOTE: 12 0 x 24 DEEP REDUCED PRESSURE (RPZ) BACKFLOW PREVENTER TO SERVICE LOCATION TO BE INSTALLED IN WATER SUPPLY LINE TO (VERIFY W/P❑WER CO,) LIFT STATION 'FEBCO WATTS OAE' ELECTRICAL RISER SWITCH DISCONNECT CONTROL PANEL -% GENERATOR RECEPTOR MODEL NO. A3042 (O.A UNISTRUT (OR EQ.) 3/4 " HOSE BIB13 — 3/4" GALV RI P 3 1 a iy } ARCHITECT: CUHACI & PETERSON ARCHITECTS 1220 Alden Rd. Orlando, Florida 32803 oCuhaci & Peterson, Architects FL Corporate Certificmte ##AA C000526 ATTN: Jerry Fisher TEL (407)228-4220 FAX (407)228-4219 27319 Lime Avenue Yalaha, Florida 34797 ATTN: Joe Worcester TEL (352) 324- 2257 FAX (352) 324-2262 Wif W"', .rY { tLAft 2� Abob L all C/0 MR. CHARLES LICHTIGMAN C: iARLES WAYNE PROPERTIES 1030 W. Int'I Speedway Blvd. Daytona Beach, Florida 32114 5vzw4C, ATTN: WMP Konchan TEL (386) 238-3600 FAX (386) 255-8758 ENGINEERING PROFESSIONALS, INC. 1750 W Cleveland Street SU ite # E Tampa, Florida 33608 Engineering t-frofessionals, Inc. ATTN: Terry Thompsom TEL (813) 251-6848 FAX (813) 251-1468 ELECTRICAL ENGINEER; C AY ASSOCIATES, INC. 3702 Azeel e Street Tampa, Florida 33609 CIIEIIAYL,'B & ASSOCIATES, INC. CONSULTING ENGINEERS CTS `-- ATTN: Bill Witt TEL (813) 876-1415 FAX (8.13) 876-09.13 By: a,r Sanford Fire Date: G CIVIL: ip AMERICAN CIVIL ENGINEERING CO 207 N. Moss Road, Suite 211 Winter Springs, Florida 32708 ATTN: Thomas H. Skelton TEL (407) 327-7700 FAX (407) 327-0227 Frs Y M rb"' 0 L L E GJ E IN ID: O KEY NOTE TAG XO DOOR NUMBER TAG X XX I SECTION TAG eX DETAIL/SHEET NUMBER TAG XX (I > X INTERIOR ELEVATION TAG XX xx XX SPOT ELEVATION TAG ZL REVISION NUMBER TAG 0 REC -CO..N.TRACT DOCUMENTS SHEET NO. DESCRIPTION SUBMITFAL TO WALGREENS BLDG. DEPT. COMMENFS WALGREENS COMME[417S COVER COVER SHEET / DRAWING INDEX 1 5/24/2002 6/27/2002�� _ ARCHITECTURAL _ _ D1 CIVIL ENGINEERIING REQUIREMENTS 5 24/20027/02/2002 DA.1 CODE INFO./GENERAL NOTES 5/24/2002 6/27/2002 0-i- -- AO.2 A Fl R-IFFE�W-N FUL--sf1=E-REFEF�ENeE-PEEN- -- I FIXTURE PLAN /2-1- Qf-4 5/24/2002 DELL -FED FROM SET AO.3 A1.1 I STATIONARY COMPACTOR DETAILS 1 GENERAL FLOOR PLAN & SCHEDULES 5/24/2002 5/24/2002 7/02/2002 A1.2 REFLECTED CEILING PLAN & SPECIFICATIONS 5/24/2002 7/02/2002 A1.3 ROOF PLAN & DETAILS 5/24/2002 I A-1.4 ENTRANCE TOWER FLOOR/REFL. CEILING PLAN 5/24/2002 A2.1 EXTERIOR ELEVATIONS, DETAILS & SIGN DATA 5/24/2002 6/27/2002 7/02/2002 AL.2 - EXTERIOR BUILDING SECTIONS & DETAILS 5/24/2002 7/02/2002 A2.3 DRIVE THRU SECTIONS 5/24/2002 5/24/2002 A2.4 EXTERIOR BUILDING WALL SECTIONS A2.5 DETAILS 5/24/2002 A2.6 DETAILS 5/24/2002 A3.1 INTERIOR ELEVATIONS & DETAILS 5/24/2002 7/02/2002 A4.1 STANDARD DETAILS & SPECIFICATIONS 5/24/2002 A4.2 STANDARD DETAILS 5/24/2002 7/02/2002 A4.3 STANDARD DETAILS & SPECIFICA IONS 5/24/2002 A4.4 A5.1 A5.1A A5.2 5 FOOT DRIVE-THRU SERVICE WINDOW DETAILS MONUMENT SIGN OFF SITE MONUMENT SIGN DETAILS EXTERIOR, SIGN DATA 5/24/2002 5/24/2002 5/24/2002 5/24/2002 7/02/2002 7/02/2002 7/02/2002 STRut,' � 1 U1\/' L 3-1 GENERAL STRUCTURAL NOTES ,. 5/24/2002 S-2 FOUNDATION FLOOR PLAN 5/24/2002 S-3 ROOF FRAMING PLAN 5/24/2002 S-4 _ t=O, II,JDATION DETAILS 5/24/2002 S-5 FRAMI 11'._-- DETAILS 5/24/2002 S-6 CANOPY FRAMING PLAN 5/24/2002 S-7 ANTENNA DETAILS_ t 5�/24/2002 PLUMBING P1.1 FLOOR PLAN - PLUMBING 5 24 2002 7/02/2002 P2.1 PLUMBING DETAILS 5/24/2002 7/02/2002 Iv ECHANICAL M1.1 MECHANICAL FLOOR PLAN, NOTES & LEGEND 5/24/2002 M2.1 MECHANICAL SCHEDULES AND DETAILS 5/24/2002 M2.2 HVAC CONTROL WIRING DIAGRAM 5/24/2002 EFE-CTI_IC1A- EO.1 ELECTRICAL SITE PLAIN & DETAILS 5/24/2002 _E0.1 A PHOTOMETRICS 5/24/2002 E1.-1 FLOOR PLAN -LIGHTING 5/24/2002 E1.1 E FLOOR PLAN -EMERGENCY AND EXIT LIGHTING 5/24/2 002 E1.2 FLOOR PLAN -POWER 5/24/2002 E1.3 FLOOR PLAN -ETHERNET AND SATELLITE SYSTEM 5/24/2002 E1.4 FLOOR PLAN -BURGLAR ALARM & CCTV SYSTEM 5/24/2002 E1.5 FLOOR PLAN -TELEPHONE AND SOUND SYSTEM 5/24/2002 E 1.6 FLOOR PLAN --FIRE ALARM SYSTEM &' SPARE CONDUIT 5/24/2002 E2.1 _ FEEDER DIAGRAM / ELECTRICAL DETAILS 5/24/2002 E2.1A LIGHTING CONTROL DIAGRAMS 5/24/2002 E2.1 B MICROLITE CONTROL DIAGRAMS 5/24/2002 E2.2 UNINTERRUPTIBLE POWER SYSTEM & PANEL SCHED. 5/24/2002 E3.1 ELECTRICAL PANEL SCHEDULE 5/24/2002 E4.1 _ LIGHTING SCHEDULE & DETAILS 5/24/2002 E4.2 SATELLITE SYSTEM DETAILS 5/24/2002 E4.3 E4.4 _ E4.5 _ ELECTRICAL DETAILS ELECTRICAL DETAILS COOLER/FREEZER WIRING DIAGRAMS_ 5/24/2002 5/24/2002 5/24/2002 _ PRQJECT MANUAL - SPECIFICATIONS SECTIONS 01010 SUMMARY OF WORK THRU 1670 FIRE ALARM SYSTEM 5/24/2002 al" a D D MS429696/55 0.1 ' I I I i I I ii ---- I I I � I I pill' I I I I I II I I I II I I II I i II I I III I I II I I II i I II I I II I I I I II I u 1 II I a I I I N I II I ® I II I I II I a I II I s I III I � I I m I II I j I T, I I II I i II I I II i II I II I III I I� I II I II I III j I I I� I Ij I �I I �¢, � if `91 ` AUTOMATIC SLIDING - --TT------ ` DOORS v\ i #38 1 #38 1 #38 YJS183 B4 ti LA K PEG ACI<S / ,<` \ ` \ BULKHEAD @ 12'-O"A.F.F. I I .2 I I II - I I -----------------------r---------------------------------- _J II ------------------------- ---------------- --------- - - - F - - - - - - - - - - - - - - - - - - - - - - - - / I 1 FIXTURE 1bj_LAN SCALE. 1 8= 1 -0 -4 L_ 2436 -O 2 LANE DRIVE-TI-ffiU SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF CANOPY & ISLAND FOR PNEUMATIC TUBE Br Sanford Date: ention Dly. SQUARE FOOT AREA SUMMARY DEPARTMENT SALES STOCK SERVICE TOTAL EXIST'G TOTAL NEW NEW 9389 1072 1309 12,430 GEN SALES EXIST FOOD NEW 700 700 MART EXIST NEW 799 1 799 RX EXIST RX NEW 120 120 WAIT'G EXIST NEW 0 0 0 0 LIQ EXIST 1HR NEW 435 435 PHOTO EXIST BSMT NEW 0 0 0 EXIST 2ND NEW 0 0 0 FLOOR EXIST TOTAL NEW t 449 1072 1309 14,490 TOTAL EXIST 0 TOTAL AREA: FIRST FLOOR 14,490 SQ. FT. TOTAL AREA: OTHER LEVELS 0 SQ. FT. GROSS AREA INCLUDING ALL DEPARTMENTS & ALL LEVELS: 14,490 SQ. FT. RX SHELVING LINEAL FEET: 101 LIN. FT. FIXTURE MANUFACTURER KIECHLER/ MYERS MADIX/ MYERS 111 LOZIER/ MYERS DARLING/ DARLING RECEIVING PARKING :.:: >- T _ T Y .:.:.:::::::: Zw J -- J� NA PARKING PYLON SIGN ORL4/vve 1 >8, 9�') KEY PLAN ff NOT TO SCALE FOR REFERENCE ONLY: SEE CON FRACr DOCUMENTS FOR DETAILED SITE PLAN EXECUTIVE APPROVAL I DATE EXEC. VICE PRESIDENT DRUG STORE OPERATIONS SR. VICE PRESIDENT FACILITIES DEVELOPMENT SR. VICE PRESIDENT DRUG S FORE OPERATIONS SR.MANAGER PLANNING & DESIGN J.C. MARK 7-26-01 INTERIOR HANGING SIGNS GENERAL SALES AREA: ALL SIGNS AND AISLE MARKERS @ 10'4' TO BOTTOM OF SIGN UNLESS OTHERWISE NOTED. SIGN "L" LIQUOR / THANK YOU SIGN "T" STORE HOURS SIGN SIGN "GC" GREETING CARD SIGN SIGN "D" DOWNTOWN CHECKOUT LANE # SIGN "CA" CALIFORNIA ACCESSIBILITY SIGN (9'-6" TO BOTTOM OF SIGN) PHARMACY DEPARTMENT: REFER TO FIXTURE PLAN FOR REQUIRED SIGNS SIGN 'U" PICK UP PRESCRIPTIONS SIGN "K" DROP OFF PRESCRIPTIONS SIGN "Q" CONSULTATION WINDOW SIGN "TX" T. A. S. ATTACH SIGNS TO UNDERSIDE OF CASED OPENINGS. REFER TO FIXTURE PLAN FOR SIGN LOCATION. PROVIDE (2) HOLLOW WALL ANCHORS PER SIGN. SCREW THREADED EYEBOLT INTO ANCHOR. HANG SIGNS FROM EYEBOLTS WITH "S" HOOKS. GEIrMAL NOTES 1. PLEAS - LLUW OR P ZC t ..D. CLEARANCES 0.1 BOI IT IDES OF LL CORS 2. MI tOR F At A 3. COSMETIC CORNICE 4. SALES AREA CORNICE (FIXTURE MOUNTED) 5. PHOTO CORNICE (FIXTURE MTD UNLESS NOTED) 6. CANDY SCALE SHELF 7. MASTER-BILT REACH -IN REFRIGERATION: (PROVIDE 2" AIR SPACE BETWEEN COOLERS AND FREEZERS) OPEN FRONT, MEDIUM TEMP. COOLERS (ADD 2" AT EACH END, FOR END PANELS) A. _ MD-06: 6'-O"W X 42 7/8"D B. _ MD-08: 8'-0"W X 42 7/8"D MODEL BEL-ENDLESS REACH -IN FREEZERS (ADD 2" AT EACH END, FOR END PANELS) C. _ BEL-5-24: 10'-1 3/8"W X 38 3/4"D 8. MASTER-BILT WALK-IN COOLER: PROVIDE _ #1 DOOR COOLMASTER DOORS 26 3/4" X 73" EACH AND 6 #1 UOFR FREEZEMAS I ER DOORS 26 3/8" X 73" EACH BY ANTHONY A. _ DOOR(S): FOR EACH DOOR PROVIDE (7) _'D BEV-O-FLOW GRAVIFY SHELVES; UPPER (5) WI FH SLIDES AND LOWER (2) WITH ROLLERS COMPLETE WI IF] UPRIGHTS B. _ UUOR(S): FOR EACH DOOR PROVIDE (7) 26"D ANTHONY WIRE SHELVES AND (4) 84" POSTS C. _ DOOR(S): _'D ROLLER CONVEYOR AT FLOUR LEVEL D. 6 DOOR(S): FOR EACH DOOR PROVIDE (8) 27"D ANTHONY SHELVES E. _ DOOR(S): FOR EACH DOOR PROVIDE (2) 27"D ANTHONY SHELVES AND (4) 36"D MERCHANDISER SHELVES F. _ DOOR(S): _'U DOUBLE DECK ROLLER CONVEYOR 9. ICE CHEST BY VENDOR 10. RAILINGS TO BE 401-1 DOUBLE LINE RAILS WIIH DISPLAY PLATFORM ABOVE 11. PROVIDE A 6"H BLACK VINYL BASE AT ALL CHECKOUTS 12. ELEC FRONIC AR HOLE SURVEILLANCE SYSTEM PHARMACY DEPARTMENT: 13. RX WAITING ROOM W/ 44'H LAMINATE WAINSCOT (LAMINATE BY FIXTURE MANUFACTURER) (5) SEATS 14. PROVIDE 8"D SHELVES UNTIL BAKER CELLS ARE INS rALLED 15. COMPUTER TERMINAL 15A: INTERCOM PLUS -TERMINAL 15C: TRAINING TERMINAL 16. RX SINK AND CABINET 17. CRX CABINET 18. RX REFRIGERATOR 19. PROVIDE A CARPETED FLOOR WITH A RUBBER RUNNER. RX UNDERCOUNTER INSERIS:- It1 - RX 3 DRAWER VIAL INSERT 42 - RX 3 DRAWER FILE INSERT 113 - RX OPEN INSERT #4 - RX CONSULTATION COUNTER UNIT } 115 - RX PRINTER INSERT 46 - RX 5 DRAWER FILE INSERT #7 - RX OPEN INSERT WFrH CPU SHELF #9 - Rf10",_"= OFFICE_ 20. PROVIDE TILED FLOOR & VINYL WALLCOVERING 21. UNDER COUNTER SHELF UNIT 22. COMPUTER PRINTER 23. LATERAL FILE 24. ADMINISTRATION TERMINAL 24A: P.O.S. TERMINAL 24B: AS400 TERMINAL 24C: STAFFWORKS TERMINAL 25. TILL LOCKER 26. SAFE 27. -TV & VCR (IN TRAINING ROOM) STOCKROOM: 28. NEST -A -FLEX CONVEYOR 29. GRAVFFY CONVEYOR 3. 31. S -E ARC ii I EEC:TUF2�71L U ZAWIF OR EXACF LOCATION OF COMPACTORS & COMPACTOR[TO FE ENCLOSURES 31A: SHREDDER -TRASH COMPACTOR 31 B: BALER 31C: CARDBOARD COMPACTOR EMPLOYEE ROOM: I 32. EMPLOYEE LOCKERS: (1) 7'W & (1) 6'W 33. T-0"W X 2'U EMPLOYEE COUNTER NJ/ (2) CABINETS J 34. EMPLOYEE ROOM REFRIGERATOR (PROVIDE 32" CLEARANCE WHEN NEXT TO COUNTER 35. LOYEE ROOM SINK (IN COUNTER) 36. 6' 0" MIRROR ON WALL ABOVE COUNTER MISCELLANEOUS: 37. "E" - ELECrRICAL OUTLET FOR FU rURE USE 38. VENDOR RACKS: REMOVE BASE DECK & SHOES; (END PANEL -TO REMAIN) 39. PROVIDE OPENING FOR ONE-WAY GLASS (SEE INTERIOR ELEVATION FOR LOCATION) 40. NEWSPAPER RACK BY VENDOR n t �Qr.r��,jN11 n2. PROVIDE CUP"NSER &WASTE BASKET NEXT TO DRINKING FOUNTAIN (BY WALGREENS) FIXTURE LEGEND 1010 30 00 * GOl` X)LA D. W. R ALL OTHER FIXTURES (EA. SIVE) ARE TYPICALLY CALLED OUT DEPTH BY 10 39 00 * WIDTH. EXAMPLE: GAPWLA D. W. It RID DT 30 48 W9 10 30 04 * DISPLAY D. W. QQtQ%A D. W. 1E -FABLE Em `DOES NOT INCLUDE STANDARDS, WOOD GROUNDS OR FINISHED END PANELS eU25?R WA` FACILITIES PLANNING AND DEE3IGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.C-p.com Fhoue (1107) 228-4220 Fas (407) 228-42 PROJECT DATA -TYPE GENERAL SALES FOOD F�1E���ON PHARMACY M: SECUI CATION - LIQUOR j 24 110 REMODEL I- 1 FIR PI-10.1-0 W, OTFIEI REVISIONS 8-1-ORE NO. DATE I BY I UESCRIPI-ION 7-Q2- Q2 11 DEB W1+E failiF> �"I 3 COMMITS CERTIFICATION AND SEAL 1 HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. RY N. )SIMPSON STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FIXTURE PLAN CAD PLOT VOID PLOT: RELEASED 1-0 CONSTRUCTION: SCALE: AS SHOWN DRAWN BY: MCL DATE: 5/24/2002 SUPERSEDES PLAN DATED: DRAWING NO. OF DWGS. 2002 WALGREENS CPITERIA 1. EACH PRIME CONTRACTOR SHALL REPLACE AND/OR RESTORE ALL MATERIALS STORED OR INSTALLED ON THE SITE SUBJECT TO DAMAGE OR THEFT. „ 2. EACH PRIME CONTRACTOR SHALL CONSULT WITH THE RESPECTIVE MUNICIPAL FIRE DEPARTMENT AUTHORITIES HAVING JURISDICTION RELATIVE TO REQUIREMENTS FOR FIRE EXTINGUISHER PROTECTION IN THE BUILDING AND PROVIDE AS REQUIRED. ! 3. FOUNDATION AND FOOTIN FO LL S AND WALLS SHALL BE IN ACCORDANCE WITH STRUCTURAL ENGINEERING DRAWINGS AND SOIL ENGINEER RECOMMENDATIONS. ALL FINAL GRADES TO BE VERIFIED WITH CIVIL ENGINEER. 4. BUILDING SLABS ON GRADE SHALL BE MINIMUM 4" THICK CONCRETE OVER 6 MIL VAPOR BARRIER ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. SLAB REINFORCING AS SHOWN ON STRUCTURAL DRAWINGS. 5. SIDEWALK SLABS SHALL BE A MINIMUM OF 4" THICK CONCRETE WITH NON —SLIP FINISH ON COMPACTED EXISTING POROUS SUBBASE OR COMPACTED POROUS FILL AS REQUIRED AND/OR RECOMMENDED BY SOILS ENGINEER. CONTROL JOINTS SHALL BE SPACED AS INDICATED IN DOCUMENTS. SIDEWALK TO SLOPE -1 /4" PER V-0" AWAY FROM THE BUILDING STOREFRONT. 6. 8" REINFORCED CONCRETE BLOCK WALLS WITH MASONRY REINFORCING AT 16" O.C. VERTICALLY SEE STRUCTURAL DRAWINGS. 7. ROOF SYSTEM OVER RIGID INSULATION BOARD OVER METAL DECK. 4 PLY BUILT—UP TAR AND GRAVEL ROOF, SEE SPECIFICATIONS SECTION 7500. DOUBLE LAYER ROOF INSULATION MIN. R-16. 8. NOTICE TO ALL SUBCONTRACTORS: EACH CONTRACTOR IS EXPECTED TO REVIEW ALL CONTRACT DOCUMENTS AS IT RELATES TO YOUR WORK. CHANGE ORDER REQUESTS WILL NOT BE APPROVED AS A RESULT OF FAILURE TO DO SO AND IF THE INFORMATION IS CONTAINED WITHIN THE CONTRACT DOCUMENTS. IT IS RECOMENDED THAT YOUR BID NOT BE BASED ON PARTIAL OR UNCOMPLETE INFORMATION. IT IS YOUR RESPOSIBLITY TO BID YOUR SCOPE OF WORK USING THE COMPLETE SET OF PLANS, SPECIFICATIONS AND ADDENDA'S ISSUED AT TIME OF THE BIDDING PROCESS. 9. FIRE PROTECT.�F71: `-`�`-001�1TRACTOR SHALL FURNISH AND INSTALL FULLY AUTOMATIC FIRE SPRINKLER SYSTEM AT THE WALGREENS STORE. SPRINKLER SYSTEMS SHALL CONFORM TO ALL LOCAL AND NFPA CODES, SHALL BE DESIGNED BY A STATE OF FLORIDA REGISTERED ENGINEER, AND CERTIFIED BY THE INSURANCE UNDERWRITER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE LOCAL AUTHORITY FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF SPRINKLER HEADS AND ALL DISTRIBUTION LINES SHALL BE COORDINATED AS NOT TO INTERFERE WITH THE LOCATION OF ANY LIGHT FIXTURES OR H.V.A.C. WORK BY CONTRACTOR. EACH SPRINKLER SYSTEM SHALL BE CONNECTED TO A CENTRAL MONITORING SYSTEM. '10. ALL EXTERIOR MASONRY WALLS TO RECEIVE RIGID INSULATION BOARD ON "1—y2" VERTICAL RUN METAL FURRING CHANNELS @ 24" O.C. WITH 5 8" GYP BOARD ON INTERIOR SIDE FROM FINISH FLOOR TO ROOF DECK. REFER TO FLOOR PLAN SHEET A1.1 PER 2001— CHAPTER 1606.1.7 INFORMATION ON DRAWINGS 1) BASIC WIND DESIGN VELOCITY=1 10 MPH (PER FIGURE 1606) 2) WIND IMPORTANCE FACTOR (1), BUILDING CATEGORY: "ENCLOSED" 3) WIND EXPOSURE: B 4) THE APPLICABLE INTERNAL PRESSURE COEFFICIENT: NOT APPLICABLE FOR BUILDINGS UNDER 60' HIGH 5) COMPONENTS AND CLADDING PER TABLE -1606.2B @ BASIC WIND SPEED 110 MPH— EXPOSURE B A. NET UPLIFT ON STEEL JOISTS CORNERS AND EDGES 25 PSF a, EDGE ZONE IS 12' WIDE AND INCLUDES ALL CANOPIES INTERIOR 20 PSF B. NET UPLIFT ON METAL DECK CORNERS AND EDGES 55 PSF INTERIOR 25 PSF C. UPLIFT @ CANOPY 40 PSF D. DESIGN PRESSURES IN TERMS OF PSF FOR WALL DESIGN 5 (: STOREFRONT GLAZING (@100 SF); 18.5, —22.6 ELECTRONIC ENTRANCE SYSTEM; (@100 SF): 18.5, —22.6 DOVERHEAD ROLL UP DOOR:( @50SF) : 19.5,-24.6 U EXTERIOR METAL PERSONEL DOORS (@20 SF) : 20.8,-27.2 DRIVE THRU WINDOW:( (920SF) 20.8,-27.2 SYMBOL SHOWN ON DRAWINGS, SEE EXTERIOR ELEVATIONS 2.1 E. THIS IS NOT A WIND—BORNE DEBRIS REGION (NOTE: ALSO SEE GENERAL STRUCTURAL NOTES ON SHEET S-1 FOR MORE DESIGN DATA IE: ROOF LOADS DEAD LOADS, AND ALLOWABLE SOIL PRESSURES) EXIT REQUIRMENTS: SALES AREA "1 1 , 449 S.F.. STOCK/SERVICE AREA 3,041 S.E. TOTAL GROSS SQUARE FOOTAGE 14,490 S.F. SALES AREA ("1 PERSON/30 S.F.) 382 PEOPLE STORAGE/SUPPORT AREA (1 PERSON /300 S.F.) "10 PEOPLE TOTAL OCCUPANT LOAD 392 PEOPLE TOTAL EXIT WIDTH REQUIRED (TOTAL OCCUPANT LOAD x 0.2 IN./PERSON) 78 INe--- MIN. EXIT WIDTH THRU FRONT WALL (TOTAL EXIT WIDTH x 2/3) 51 IN. MIN. EXIT WIDTH NOT THRU CHECKOUT STANDS (TOTAL EXIT WIDTH x 1 /2) 26 IN. EXIT WIDTH THRU FRONT WALL PROVIDED 72 IN. EXIT WIDTH NOT THRU CHECKOUT STANDS PROV'D 44 IN. TOTAL EXIT WIDTH PROVIDED '116 IN. THE FOLLOWING WALGREENS CRITERIA DRAWINGS AND SPECIFICATIONS WERE USED IN PREPARATION OF THIS SITE SPECIFIC DRAWINGS AND SPECIFICATIONS: WALGREENS 2002 CRITERIA DRAWINGS FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cula ci & Peterson, Architects FL Coipomte Ceriffleate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http:HwwNv.c-p.co..m Phone (407) 228-42.20 Fax (407) 228421.9 PROJECT DATA ®.o.. TYPE_ GENERAL SALES FOOD MART ,m NEW LOCATION PHARMACY SECURITY LIQUOR 24 FIOUR STORE REMODEL (— 1 FIR PFIOTO I OTHER REVISIONS NO. DATE I BY DESCRIPTION 812_7-w 663 DLO(,% VEPT. COMMENTS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. CAD PLOT GREGORY N. �1MPSON STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Floricla Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE CODE INFO. / GENERAL NOTES SCALE A`' SHOWN DRAWING NO. r VOID PLOT: RELEASED TO CONSTRUCTION: J DRAWN BY: M L DATE: 5/24/2002 SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGPEFIS CRITERIA 3 b I n p.0a S S .pZ \ V , ` � flJ3 \\ 1 `5 3! £ NIA It _, It 1 f, cn '` �l l` 1 ✓` �____---r ` yial3s rp t t / i 3NH >11� __demos 01 I 11 os 0�'I H �-- -- I 1 -1 _- O Mid t I , ' PNO j I n , I ! r i f t I ✓+ I'.'i _ e1 I Ifl 1._ e rl ilj DRNE DRNE I / - .' TIIRU 111RU I? i, - ,l`1N0 �'S � �� 6rtl� li; j =. T_ti�-_ .�=r�.Y. �.`I� +a�b �:»-•.- '� _ / 1 � r ° 4 1 - I _. x - , f` r t• ARCH"ITEIG SCALE: 1= 40 -0 Q�1 rn q.'I o t� cry 1 c0 Z'1 tom` �CO z- U) --, 1 1 1 1 1 I ,-1 } `1 1 1 1 1 1 1 !! 1 ' 1 ! , 1 ' ; 1 ! 1 ! , 1 1 ' ii 1 ! 1 i 1 ! , 1 i ; 1 !, 1 ' 1 1 11 1 1 1 1 ' i; 1 ; 1 '- ! i ! 1 ;1 1 ' 1 ' ; 1 ' ;i 1 -! 1 ! 1 ' 1 ' ; 1 ' ; 1 1 , CIO rr 11 1 1 d 1 v 1 11 1 1 i 1 jv% J 17 i -No .01 ­' �wov- FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 84.7-940-2500 60015-4616 Cuhac1 & Petemoza, Architects PL Coilm-ate Certificate 11AA C000526 1220 olden Road Orlando, FL 32803-2546 11 ttp : /AN'NvA v. c -p . c of n Phone (407) 228-4220 FaX (407) 228-4219 PROJECT [DATA TYPE_ GENERAL SALES F. FOOD MART NEW LOCATION PHARMACY SECURITY - LIQUOR 24 HOUR STORE REMODEL10 1 FIR PI 101-0 ' OTI IER r FINAL SITE PLAN TO BE SU13MITTED BY: AMERICAN CIVIL ENGINEERING COMPANY 207 N. MOSS ROAD, SUITE 211 WINTER SPRINGS, FLORIDA 32708 TEL. (407) 327-7700 SITE PLAN KEYED NOTES 1O LINE OF CANOPY ABOVE. 2036"H FLEXIBLE DELINEATOR POST. 30TRASH COMPACTOR CONCEALED FROM VIEW WITH WOOD FENCE . SEE SHEET A0.3 O LINE OF CONCRETE WALK BY BUILDING CONTRACTOR SO LINE OF CONC. SLAB @ LOADING DOCK BY BUILDING CONTRACTOR O FENCED IN TOTE STORAGE AREA WITH METAL CANOPY ABOVE SEE SHEET A0.3 ARCHITECTURAL SITE REFERERNCE PLAN ONLY. SEE_ CIVIL DRAWINGS FOR FINISH FLOOR, SITE GRADING, SITE UTILITIES ECT, AS PREPARED BY AMERICAN CIVIL ENGINEERING COMPANY REVISIONS NO. I DATE I BY I DESCRIPTION I CERTIFICATION AND SEAL I I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMB n` U \/ OR Y , SIMPSON PROJECT NUMBER 201157 PROJECT NAME . _.._ . (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store 4022.94, 3822 S. Orlando Dr. DRAWING TITLE CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: h iCl- A0A RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGP.EENS CP,ITEP.IA * I \i NOTES THE DETAILS SHOWN ON THIS SHEET ARE WALGREENS CRITERIA DRAWINGS AND SHALL FACILITIES PLANNING AND DESIGN BE CONSIDERED MINIMUM. THESE DETAILS 200 WILMO r ROAD DEERFIF_LD, IL PER WALGREENS CRITERIA ARE NORMALLY CONTAINED IN THE CIVIL DRAWINGS. IF A 847-940 2500 60015-4616 CONFLICT EXIST BETWEEN THESE DETAILS AND THE PROJECT CIVIL ENGINEERS DRAWINGS THE MORE STRINGENT SHALL APPLY. Ctihac1 ^,Peterson Architects s}FL Corporate Certificate #AA C000526 U � 1220 Alden Road I 1 Of//� `�la `3280ll2546 p. 3000psi CONC. PAD Phone (407) 228-4220 _�-I -j rj l j w/ WIRE BROOM FINISH F`�Y l 11 j I (407) 228-4219 3 12°' ��4 BARS © 12" o.C. PROJL-C T DA I A _ - : :<___ _F:_ : ,: EACH WAY TYPE <_ GENERAL SALES FOOD MART L.. l EW LOCATION N PH ARMACY SEUU RfTY5 - --� .- G RLD 4 LIQUOR 24 HOUR STORE 1-\TT�-�\=--i�r III III III III t'' -- EDGE OF SLAB © BLDG. REMODEL 1 FIRPHUTU �� OTHER IIIIII III I I ( I I III I- III III III MAX. 3/4" BELOW COMPACTED BASE PER III ! I III I ICI=III- III III III —I I FINISH FLOOR SOILS ENGINEER EDGE OF SLAB Q DRIVE RECOMMENDATIONS (TRUCK TRAFFIC) I (CAR TRAFFIC) FLUSH w/ FIN. PAVEMENT (DLA VEM�NT SECTION DETAIL 1 1 /2" - 1-0" KEYED NOTES NOTE: 1 1/2" WEARING SURFACE OVER THIS PAVEMENT SECTION DETAIL D ETAIL @ LOADING DOCK \REFLECTS MINIMUM REQUIREMENTS. 1 TACK COAT. = 1'-U" ENGINEER TO DETERMINE DESIGN BASED \2" BINDER COURSE OVER PRIME ON CEO -TECHNICAL DATA OF SPECIFIC COAT. PROJECT. \4" (MIN.) CLEAN, GRADED AND COMPACTED STONE (NO SLAG). \WELL -DRAINED SUB -GRADE (SUB -GRADE TO MODIFIED 95 PROCTOR MIN. COMPACTION). \8" CLEAN, GRADED & COMPACTED STONE BASE (NO SLAG). 4 2 LENGTH VARIES — SEE SITE PLAN EQUAL EQUAL 6" 6 r(_ -? -1 I I III III III III III III III I I III III,,,I II III III III. I I I,. III,,,I _,,,\ ICAL PERIMETER SEWALK ""MIN., REVISIONSEYY� /4= 1'-0" IDNO. DATE BY DESCRIPTION \ —\ KEYED NOTES * HEIGHT PER ADA OR LOCAL REQUIREMENTS 6 KEYED NOTES \ 6"0 STANDARD STL, PIPE 1 _ CONCRETE FILLED AT ALL \ N/A \ COMPRESSIBLE FILLER. 1 /4" TOOLED JOINT \ \ V) - LOCATIONS INCLUDING (3/4"MAXIMUM) CU 6" X 6" 10 W.W.F. UTILITIES, TRASH \ 4 COMPACTED BACK AND PROVIDE \ KEYED NOTES 1 J 1 EI�ICLOSURE, AND 2 AGGREGRATE BASE SEALANT. TYPICAL, AT \ KEYED NOTES � o SPRINKLER RISERS \ PRE -FABRICATED 3 PAVEMENT. ALL JOINTS WITH FILLER. 2 NOT USED II (EXCEPTION: 4% STL. � 3 WELDED CAP W/ 6„ 1 KEYED NOTES \ TRAFFIC DIRECTIONAL o > �_ PIPE AT DRIVE-THRU STAINLESS STEEL \\�JL SIGN. ONLY). PROVIDE 1 /4" I LINE OF FACE OF E SCREWS. 2"X 2" STEEL TUBE ~" L 1 Q 6 WELDED CLOSURE PLATE I_____________., 2 CURB (CURB GRADE 2 EXTENDED INTO AT BOTTOM. PAINT I I 2 STANDARD HANDICAP SHOWN ON PLAN). o >- 4 O SIGN (BOTH SIDES). 3 CONCRETE FILLED 4" i 2 EXPOSED PIPE YELLOW. I PAVEMENT GRADE �,. PIPE. `' W _ SECURITY BOLLARDS AT o i I 3 3 X 12 STEEL TUBE - SHOWN ON PLAN. 3 f -." ENTRY TO RECEIVE GRAY ITS i \ 12"0 CONCRETE = `----------- 5 / (FILLrW/ CO NC.). 3 PAVEMENT. _-a - POLYETHYLENE COVER �_ FOUNDATION 6" ° ---a -----_=_'____= = = (FROM IDEAL SHIELD -\— \` z 4L \4 PREPARED SUB -GRADE. 4 N BELOW FROST LINE ~`f� " °_,`.- 3 4 VAN ACCESS SIGN WHERE - • _ , (3 FT. MINIMUM �I :, 313-842-7290). I O REQUIRED. �, _ - _ \5 N A Q :.� / BELOW FIN. GRADE). ° \TOP OF PAVEMENT. W \5 FINISHED GRADE. _ 4 FINISHED GRADE. i 3 24"� CONCRETE FOUNDATION. m • Y.-'Y~' \ \ LINE FOR BACK OF ° USE SONOTUBE FORM. / I CURB. / \� �' "" '` NOTE: ALL CURBS TO HAVE 3/4" EXPANSION JOINTS 3 8"s� WELDED HOOPS. \4 / I t a 18"9� TOP, BOTTOM, AND a_ L -\ \ I ti _ III III AT MAXIMUM 100 FEE l CENTER. a L____� _ - — I I ' I I+I ' ' f I 5 UNDISTURBED SOIL. —III 1 1 _I I WITH DOWELS AND I I— I I \ SOLID PROVIDE PITCH, SMOOTH CONTROL JOINTS AT _III— 111- O MAX. 20 FEET. CONCRETE FINISH. CERTIFICATION AND SEAL ACCESSIBLE PARKING TICAL CURB (ALLOWED WHERE STORMTRAFFIC DIRECTIONAL SIGN 12YPICAL PIPE BUMPER GUARD SIGN AND POST(FREESTANDING) S�VER 1 1/2' = 1'-0" WATER DOES NOT DRAIN 11 3/�,� = 1'-U" (FREESTANDING) 3/4" = 1'-0" 13 3/4" = 1'-0" AGAINST FACE OF CURB). I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION KEYED NOTES 1 -6" WAS PREPARED BY ME OR 1'-6" 2'-3" 1'-9" KEYED NOTES 6" NOT USED UNDER MY DIRECT / \INTEGRALLY COLORED RED �ti A DULYVREGISTEREDISION AND {AT I AM Q i SIGNS MOUNTED TO CONCRETE, (AS REQUIRED), ARCHITECT OR ENGINEER O L T BUILDING WALL OR RAMP. MAX. SLOPE- 1:12 UNDER THE LAWS OF THE � COLUMN IS THE 3 4 (8�). �`� 3 STATE OF FLORIDA / `--� PREFERED DETAIL WHERE As SIGNIFIED BY MY ALLOWED. FOR 2 \ INTERGRALLY COLORED RED I r SIDE FLARES. MAX. SLOPE- HAND AND SEAL. GRF� ORY N. $IMPSON FREESTANDING SIGN, SEE r o 2 DETAIL ABOVE. \ 1.10 (10�). j 12" 1z' I 3 BUILDING LINE. z STORE NUMBER 06970 \ \LID COLUMN/WALL \ _ 4 \ STAND-OFF BRACKET 5'-a" \ AT RAMPS OPPOSITE PROJECT NUMBER 201157 i(WHEN DOWNSPOUT IS PREFERS OUT -SWING DOORS. MINIMUM \ N D 3 PRESENT) AT TOP AND PLAN DISTANCE TO WALL IS 5-011. = '� PROJECT NAME BOTTOM OF SIGN. DO SLOPE 1:50 (2%). LEVEL IS 4 = -F` - �\ - 4 NOT ANCHOR SIGN TO PREFERED. WHERE RAMP ~��-(S.E.C.) Orlando 17-9?_ &Lake Mary Rm o RN DOWNSPOUT. ELEVATION DISTANCE FROM WALL IS LESS 1 Sanford, Florida T N-1 �� �, I I I I I I R 5 ,- THAN 5-0", SIDE FLARES —I I I I I! I I I I I I I I I I I I Relocation of store #02294, 3822 S. Orlando Dr. LI N LI Ll LI Li U u M Li uuwlvbruu I SHA1 AVE A MAX. SLOPE I I I I I I I I I, I I I I I I, }\ \5 SIGN \ \ L 2 -III , , , I , , n I `�% DRAWING TITLE NOTES: 1, PAINT COLOR TO BE "YELLOW" CIVIL Et^IIt�1B�k���l� REQUIREMENTS GlS FOR ARROW AND LETTERS. IN -LINE RAMP -PLAN 7 �11 MBNEDCUR"DRIVE-THRU" LETTERS TO BE " = 1'-0'> CAD PLOT: SCALE: AS SHOWN DRAWING NO. ELONGATED HELEVETICA MEDIUM - BUILDING AND COLUMN MOUNTED NOTES: RAMPS TO COMPLY WITH ALL ADA CODES. 4" WIDE STROKES. BITUMINOUS ASPHALT RAMPS ARE NOT ACCEPTABLE. DRAWN BY:2. PAINT 2" BLACK OUTLINE AROUND RAMPS ARE TO BE OF A NON -SLIP FINISH. VOID PLOT: NOTE: HANDICAPPED PARKING SIGN ARROW AND LETTERS FOR PROJECTS 3/4" = 1'-0" (AT DOWNSPOUTS) SLOPED SURFACES TO HAVE INTEGRAL COLOR RED. KEYED NOTES ALL CURBS TO HAVE g WITH CONCRETE PARKING LOTS. O1 N/A 3/4" EXPANSION JOINTS I�CL A012 ENTRANCE RAMP FOR AT MAXIMUM 100 FEET RELEASED TO DATE: 5/24/2002 r. _ PAVEMENT PAIN1 ING ACCESSIBLE AND CARTS 2 PREPARED SUB -GRADE. WITH DOWELS AND O CONTROL JOINTS AT N O I USED CONSTRUCTION: SUPERSEDES PLAN 1 O (f '`E E.I t_I. 1,1.1; I_J � 1/8" = 1'-0" (TOWARDS ALL PARKING) \ PAVEMENT. MAX. 20 FEET. � DATED: OF DWGS. 2002 WALGREENS CPIiEPIA \ 2436 I" DIA. DROP ,D 3" DIA. OR 1%" TE UPRIGHT RK ,NDLE TCH BOLT �CEPTS ,DLOCK) JIDE-(3) :QUIRED 11 DIA. �RRIAGE BOLT INDUSTRIAL LATCH W/ DROP ROD AND GATE HINGE 61VIN-M 2= 1 INTERLOCK SAFETY SWITCH M.O. 14GA. METAL DOOR WITH 12GA. ----- -r,� is STEEL FRAME a NOTE: WALL 3 OPENINGS SHALL BE �•3 37" X 37" FOR A 36" DOOR. REFER TO WALGREENS D1 DRAWINGS FOR DOOR SWING. " 2 D 0 0 R D I M" E'N'S 10 N 3 1 TRUCK SPECIFICATIONS GARBAGE TRUCK SIZE (NORMALLY REAR LOADED 331 X 7.5'W X 11.5'H 25 YARD) BALE TRUCK SIZE 421 X 7.5'W X 19'H (FLATBED SEMI) (WHEN CRANE IS EXTENDED) ADD CAB 15'L X 7.5'W X 11.5'H TRASH COMP SCALE: 1 8= I -0'r___ ACTOR PLAN NO SCALE A 180° INDUSTRIAL HINGES, GALVANIZED (MASTER HALCO #15607 OR EQUAL). GATES 4'-0" IN WIDTH OR LESS ARE TO HAVE (2) HINGES. GATES GREATER THAN 4'-0" ARE TO HAVE (3) HINGES. 6" DIA. GALVANIZED STEEL GATE POST, CONCRETE FILLED 2" DIA. GALVANIZED STEEL TUBE GATE FRAME FLASH AND SEAL CHUTE - BY GENERAL CONTRACTOR COMPACTOR CHUTE (PITCH TO EXTERIOR) o _ o J a w = - = w S cn - = w Fw-- w Of _ v1 F v Q = = o - 0 o _ v> _ _ o = = Z v fi J = = N Q L r� cu SECTION @ C SCALE: 1 2= 1 -0 DOGHOUSE BY COMPACTOR'S INSTALLERS CARDBOARD (TYP.) PREFINISHED SHT. MTL. COUNTER FLASHING SET INTO JOINT AND GROUT / 4' WIDE PREFINISHED ALUM. ROOF /PREFINISHED OPEN END /CHANNEL EDGE TO / CARRY WATER TO SIDES 4'-6" / 12 Z_� 8'-6" A.F.F. � 1x1 T.S. FRAME BY CANOPY MFTR. THROUGH BOLTS NOTE: SEE PLANS FOR CANOPY LENGTHS. s AWNING DETAIL SCALE: 3 8= 1 -0 COMPACTOR INSTALLER TO PAINT CHUTE AND DOGHOUSE TO MATCH COMPACTOR PAINT COLOR. NOTE: BOTH MINIMUM DIMENSIONS TO BE SATISFIED (MEET OR EXCEED �I MIN.). CCHUTE MUST CONTAINER PITCH TO EXTERIOR. WOOD FENCE ON GALVANIZED STEEL POSTS WITH 6" GATE POSTS. SEE DETAIL 5 & f' 7/AO.3 FLUSH PAVEMENT (NO STEP) I I CO •1 "0 X G" ANCHOR BOLTS BY COMPACTOR INSTALLER MAXIMUM CONCRETE PAD SLOPE: 2" PER I I CONC. FOOTINGS FOR 10' WIDTH (1.66% -SIDE TO SIDE). STEEL POSTS BEYOND. SEE STRUCTURAL MAXIMUM CONCRETE PAD DECLINE AND I I DRAWINGS. INCLINE (FRONT TO BACK): 10" PER 40' (2.1%). NOTE: FOR EXTREME CONDITIONS, CONTAINER STOPS STOPS OR ADDITIONAL COMPACTOR ANCHORING MAY BE REQUIRED. REFUSE TRUCK APPROACH ; 11'-6" x 45'-0" CLEAR FOR i - "' 94-2 , - w � I i z m SEE DETAIL 12/Ao.2 I' - - _ -a PIPE BUMPER GUARD - _ (2) 6'-3" GATES ON FACE OF POST (18'-0" LENGTH) t - _ _ 0 GATE TO HINGE—` ALUMINUM AWNING LINE OF PREFINISHED -I 65> C� �Ccz '� 41 3 41 I DELI VERY it JC= -] I = (2) 4' GATES I TRUC{< II I o 17'-7" -10"- II N I ' - n I I SEE DETAIL-12/A0.2 PIPE BUMPER GUARDjj - SEE DETAIL 1 /A0.2 I C) a PIPE BUMPER GUARD �II�__�_.� u II TO TE�9TORAGE I I I I d .JL. J L__J___J— ! __J___J L_JL_J — — — — _ 1X6 DOG EARED CEDAR PICKETS (3) CEDAR, 2X RAILS EVENLY SPACED VERTICALLY r--r 4 7/16' TY NOTE: BOTTOM OF PICKETS INCLUFENCE IL ABOVE I NG CONCRETE PGATESO D E 6" SCALE: 1 4= 1 -0 101-31, 2- (2) 6'-3" GATES O, FACE OF POST GATE TO HINGE-\ i i � N — SHIRE ER/COMPACTOR --J /# I INTER& CONTROLS AND - - I EXTERIOR W/P DISCONNECT n r-1 n SWITCfaI (TYPICAL) TRASH COMPACTOR GENERAL NOTES: CONCRETE: PAD SHALL BE A MINIMUM OF 3,000 P.S.I. AIR ENTRAINED CONCRETE 6" THICK WITH #4 BARS X 12" O.C. EACH WAY. SURFACE TO RECEIVE BROOM FINISH, AND SHALL BE FLAT EXCEPT FOR WASH (1.66 PERCENT MAXIMUM). COMPACTOR: DRAWING DETAILS BASED ON A.C.E.S. COMPANY, INC. COMPACTOR MODEL ACES CP-01, 107 S. THIRD ST. #4, BLOOMINGDALE, IL. (500) 664-0754. GENERAL CONTRACTOR TO CONTACT MIKE CARVER OR JIM CUNNINGHAM AT A.C.E.S. FOR COMPACTOR DOORS. (COMPACTOR INSTALLED BY WALGREENS CONTRACTOR). , ARCHITECT SHALL SEND A_C.E.S. LAYOUT DRAWINGS FOR REVIEW TO COORDINATE CLEARANCES. ELECTRICAL POWER: ELECTRICAL CONTRACTOR TO PROVIDE POWER FOR 5 HP., 3 PHASE, 60HZ MOTOR 4'-0" A.F.F. AND 30A. WEATHER PROOF LOCKABLE DISCONNECT SWITCH LOCATED ON EXTERIOR WALL WITHIN 4'-0" OF COMPACTOR. ,FINAL CONNECTION AND CONTROL WIRING BY COMPACTOR INSTALLER. SECURITY DOOR AND FRAME: DOOR AND FRAME TO BE PROVIDED AND INSTALLED BY COMPACTOR INSTALLER. PROVIDE 37" X 37" MASONRY OPENING WITH SILL 42" MINIMUM A.F.F. AND 52" MINIMUM ABOVE GRADE OUTSIDE DIMENSION, (BOTH MINIMUMS MUST BE MET). WOOD FENCE ENCLOSURE AND GATES: CEDAR WOOD BOARD ON BOARD FENCE WITH CLEAR PROTECTIVE FINISH. CEDAR WOOD GATES TO BE STEEL FRAMED WITH 6" 0 STEEL HINGE POSTS AND 2" NOMINAL GALVINIZED LINE POSTS. INDUSTRIAL GRP�DE CANE DROP BOLTS (FOR HOLD OPEN AND SECURE CLOSE POSITIONS) WITH PADLOCK HASP AND GALVANIZED, SURFACED -MOUNTED BOLT 01\1 HINGES (SIM. TO PART #17202) BY MASTER HALCO, INC. (800) 229-5615) OR EQUAL. A PREFINISHED ALUMINUM AWNING, (USE 4'-0" WIDE ALUMINUiv1 SHEET), FASTENED TO AND CANTILEVERED FROM BUILDING SHALL BE PROVIDED OVER TOTE STORAGE. NOTE: IF A RAISED LOADING DOCK IS REQUIRED, THEN 125 SQUARE FEET OF ENCLOSED TOTE STORAGE IS TO BE INCLUDED ON THE DOCK. MASONRY ENCLOSURES: ENCLOSURE INSIDE DIMENSIONS ARE TO MEET OR EXCEED ALL MINIMUM CLEARANCES PRESCRIBED IN THESE DETAILS. FACILITIES PLANNING AND DESIGN 200 WII._MOT ROAD DEERFIELD, IL 84 7-940-2500 60015-4616 CChad & Peterson, Architects EL Corporate Ceitiricate #AA C000526 1220 Alders Road Orlando, FL 32803-25,16 htlp:/Avwtiv.c-p.co111 Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES rN FOOD MART NEW LOCATION PHARMACY SECURITY R=CA1 ION LIQUOR 24 HOUR STORE REMODEL F 1 I IR PHOTO = OTHER_ REVISIONS NO. DATE BY DESCRIPTION CERTIFICATION AND SEAL �3I HEREBY CERTIFY �IhiIS ECIFICATION PLAN AND SPCA{lOr AO.3 WAS PREPARED BY ME OR UNDER MY DIRECT f SUPERVISION AND THAT I AM A DULY REGISTERED -s" ARCHITECT OR ENGINEER UNDER THE LAWS OF THE 7.- — .. STATE OF FLORIDA — AS SIGNIFIED BY MY HAND AND SEAL. Gf EGORr N. )IMPSON SEE DETAIL 12/AO.2 PIPE BUMPER GUARD 1 A M STORE NUMBER 06970 �t 0I PROJECT NUMBER 201167 PROJECT NAME o (S.E.C.) Orlando 17-92 & Lake Mary / I i V Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE I' STATIONARY COMPACTOR DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: I +L- 2436 RELEASED TO CONSTRUCTION: DATE: 5/24/2002 SUPERSEDES PLAN DATED: OF DWGS. _pnz WALGREENS CRITERIA 2436 �D I 0 I 0 I 0 I �D CAN 5/8" �9 PLAN KEYED NOTE O EQUIPMENT OPENING. 2'-6" X 4'-0" SERVICE ACCESS & CUSTOMER TELLER UNIT BLOWER PACKAGE CONTINUOUS VINYL VENT. O W/ INSECT SCREEN. 3O 2'X2' ACCESS PANEL. O COORDINATE ACCESS PANEL LOCATIONS NOT TO INTERFERE WITH TOILET PARTITIONS BELOW. O CATWALKSATUPERIMETERSIWALLSO FOR PORT SIGN SERVICE. O N/A 7O CONTROL JOINT. 80 CONTROL JOINT AT OPENING. O CONTROL JOINT THROUGH STOCK ROOM WALL. 10 CENTER SUPPLY REGISTER IN CEILING TILE CLOSEST TO WINDOW CENTER. 11 2'X2' LOCKABLE ACCESS PANEL. 2 5/8" DENS —GLASS GOLD 12'-0" A.F.F. 3 GWB. ENTRANCE SOFFIT 12'-0" A.F.F. 14 SEE MIRROR DETAIL 15/A4.1 5 TOTE STORAGE AWNING SEE DETAIL 6/A0.3 16 FIXTURES HUNG © 14'-0" A.F.F. 17 BULKHEAD © 8'-2" A.F.F. 18 CURTAIN WALL G.W.B. © 7'-6" A.F.F. Ig STUCCO w/ DENS —GLASS GOLD © 12'-0" A.F.F. I CRITERIA NOTES 1. GENERAL SALES AREA CEILING SHALL BE A MINIMUM OF 13'-0" A.F.F. THERE SHALL BE A MINIMUM OF 2'-0" CLEARANCE TO THE BOTTOM OF ANY ROOF STRUCTURE. THIS IS FOR LIGHTING, SPRINKLER PIPING, AND MECHANICAL EQUIPMENT. 2. THE LIGHT SPACING SHALL BE A MAXIMUM OF 9'-0" CENTER OF LIGHT FIXTURE TO CENTER LINE OF LIGHT FIXTURE FOR ALL CEILING HEIGHTS. 3. IN SALES AREA CEILING, THE DIMENSIONS FROM FACE OF SOFFIT. (OR WALL) TO THE CENTERLINE OF THE 1'-0" WIDE LIGHT FIXTURE RUNNING PARALLEL TO SOFFIT (OR WALL) SHALL BE BETWEEN 1'-6" TO 2'-9". 4. IDENTIFY CEILING LAYOUT STARTING POINT TO ENSURE THAT LIGHT FIXTURES ARE CONTINUOUS AND UNINTERRUPTED BY COLUMNS. 5. SUPPLY AIR DIFFUSERS ARE TO BE LOCATED 2'-0" MINIMUM AWAY FROM GENERAL SALES AREA LIGHTS. 6. CEILINGS SHALL NOT BE USED FOR SUPPORTING ANY BUILDING INSULATION. ROOF CONSTRUCTION SHALL PROVIDE THE REQUIRED INSULATION VALUE. CEILING LIGHTS ARE TO BE WIRED TO BAR JOIST MEMBERS AT THE DIAGONAL CORNERS. DO NOT ATTACH CEILING COMPONENTS TO ROOF DECK! 7. ALL CEILING HEIGHTS, CEILING MATERIALS, AND LIGHT FIXTURE SPACINGS ARE AS SHOWN ON REFLECTED CEILING PLAN. ANY DEVIATION FROM THESE REQUIREMENTS MUST BE APPROVED BY WALGREENS IN WRITING. 8. IN PHARMACY, THE CENTER LINE DISTANCE OF LAST ROW TO SECOND TO LAST TO BE BETWEEN 5'-0" AND 7'-0" SO THAT DISTANCE OF LAST ROW FROM THE BACK WAL DOES NOT EXCEED 4' — 0". 9. PATIENT SEATING LIGHTS SHOULD BE ALIGNED WITH PHARMACY ROOM LIGHTS. 10. PROVIDE LOCKABLE FASCIA ACCESS PANELS BEHIND ALL EXTERIOR SIGNAGE ON CANOPY. PROVIDE 2FT. X 3/4" PLYWOOD CATWALK IN CANOPY TO ASSIST IN ACCESS TO SIGNAGE AS REQUIRED. 11. LOCKABLE ACCESS PANEL REQUIRED IN ALL ROOMS WITH GWB CEILINGS. 12. N/A 13. LOCATE ACCESS PANELS AWAY FROM PUBLIC PHONES. SUSPENSION SYSTEM DETAILS: NOTE: SHADED SYMBOL INDICATES REQUIREMENTS FOR THIS PROJECT. LOW SEISMIC ZONE t CEILING LEGEND SUPPLY AIR DIFFUSER (SEE MECH. DWG'S) RETURN AIR DIFFUSER (SEE MECH. DWG'S) ® SPEAKER (SEE ELEC. DWG'S) LOCKABLE ACCESS PANEL , PAINT TO MATCH CEILING. FLUORESCENT LIGHT FIXTURE (SEE ELEC. DWG'S) RECESSED EXTERIOR LIGHT FIXTURE (SEE ELEC. DWG'S) Ea11 EMERGENCY LIGHT (CEILING GRID MOUNTED) (SEE ELEC DWG'S) y E EXIT}{L�Gf4T&( —ALL,' OUII ED) t (SEEEL('C DWG'S) &E EXIT LIGHT (CEILING MOUNTED) (SEE ELEC. DWG'S) EMERGENCY EXIT LIGHT (WALL MOUNTED) (SEE ELEC. DWG'S) EXTERIOR WALL PACK LIGHT FIXTURE (SEE ELEC. DWG'S) FLUORESCENT LIGHT FIXTURE (SEE ELEC. DWG'S) FACILI-FIE:S PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 CL1haci & Peterson, Ar hutects FL Corporate Certificate #AA C000526 1220 Alden Road TYPE NEW LOCATION Orlando, FL 32803-2546 ixttp://wwNv.c-p.com Phone (407) 228-4220 Fwx (407) 228-11219 PROJECT DATA GENERAL SALES] FOOD MART �:_ PHARMACY 'r SECURITY � LIQUOR 24 HOUR STORE REMODEL 1 I IR Pilo I-o , OTHER REVISIONS FNO. DATE BY DESCRIPTION /,� Q7[01/02 (W WA1.(.;RIEIENS COMMRl I[TS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT' THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM �! A DULY REGISTERED 1 ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. 1--�GREGORY Nl SIMPSON STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE REFLECTED CEILING FLAN &SPECIIFICA'nom rrnn PI n� `'CALE' A`' `N-IOWN DRAWING NO. VOID PLOT: RELEASED TO CONSTRUCTION: J J J DRAWN BY: M(;L DATE: 5/24/2002 SUPERSEDES PLAN DATED: z OF DWGS. appa WALGPEENS CPIFEPIA E L- 2436 Tj� TC KEYED NOTES O COMPRESSOR UNIT. SEE DETAIL 9/A4.2 AND SHEET M1.I 2O PIPE PENETRATION THROUGH ROOF DIRECTLY OVER COOLER/ FREEZER. SEE DETAIL 9/A4.2 AND 5/M2.1. O ROOF EXHAUSTER. SEE DETAIL 4/M2.1 AND SHEET MIA. (FOR STORES W/O ERV. SEE MECH. DWGS.) 4 POST HYDRANT. SECURE TO STRUCTURE (SEE MECH. DWGS.). O VENT THROUGH ROOF. SEE PLUMBING PLAN ON SHEET PIA. SEE DETAIL 4, THIS SHEET, O ROOF TOP HVAC UNIT. SEE DETAIL 9/A4.2 AND SHEETS MIA AND M2.1. 70 SATELLITE DISH ANTENNA. SEE SHEET S0.1 OR S0.2. g0 ROOF SCUTTLE. SEE DETAIL 6,7/A4.2. COORDINATE JOIST SPACING TO LADDER LOCATION. gO ROOF DRAINS WITH SLOPING SUMP PANS (WHERE APPLICABLE). SEE CRITERIA NOTE #9. 10 ENTRANCE / DRIVE THRU CANOPY. 11 PARAPET WITH SHEET METAL COPING. SEE DETAIL 5 THIS SHEET 12 MEMBRANE ROOF. PROPER ROOF DRAINAGE WITH DISCHARGE TO STORM SEWER SYSTEM IS REQUIRED. 13 ROOF PADS TO BE PLACED AROUND ALL ROOF TOP UNITS. Iq- ROOF PORTAL. SEE NOTE ON SHEET A2.2. 15 CONCEALED DOWNSPOUT @ DRIVE THRU SEE DETAIL 3/A2.3 1 PROVIDE CRICKETS AT ALL CURBS. 17 N /A. 18 N /A 19 GUTTER, DOWNSPOUT, AND SPLASH BLOCK. j �0 N/A 2T N/A �2 OVERFLOW SCUPPER. SIZE AND QUANTITY( AS REQUIRED BY REGIONAL RAINFALL. (SEE DETAIL 2/A1.3 & 3/A2.5 (DOWNSPOUTS IN WARM CLIMATES. SEE NOTE #9.) �3 TOTE STORAGE AWNING. SEE DETAIL 6/AO.3 24 GREENHECK ERV CURBS, SEE SHEET M1.1. Q N/A 0 ROOF SYSTEM. �7 CANT, AS REQUIRED. �8 ABS COVER. �9 EPDM CAP, SIZE AS REQUIRED. 30 SS CLAMP. 31 ADAPTER RING AS REQUIRED. 32 -11"H PIPE PORTAL PLUS SYSTEM. 33 FLASHING, AS REQUIRED. 34 METAL SLEEVE THROUGH DECK, BY CONTRACTOR. 35 INSULATED LINER. ,36 #74004 PORTAL PLUS VENT W/INSECT SCREEN. 37 COUNTER FLASHING. 38 SEAL TOP OF COUNTER FLASHING. 39 REMOVABLE SHEET METAL COUNTER FLASHING. 4o FASTENERS. 41 SHEET METAL REGLET. 42 PARAPET W/MEMBRANE FROM COPING TO ROOF. 43 SCREW W/NEOPRENE GASKET. 44 SLOPED SHEET METAL PARAPET CAP. 45 CONTINUOUS FRONT CLEAT. 46 SEAL 47 PROVIDE (3) '1" — OVERFLOW HOLES. `t8 8" X 6" DOWNSPOUT. T9 GALVANIZED SHEET METAL COUNTERFLASHING. 56 PREFINISHED SHEET METAL SCUPPER. 51 ROOF SIDE OF SCUPPER. 52 GRAVEL STOP. 53 12"W X 12"H OPENING. 5`f FLASHING AT ROOF SIDE OF SCUPPER. 55 SOLDER (TYP.). CRI ER1A MUTES 1_ ROOFING SYSTEM MUST BE CLASS A FIRE — RATED. 2. PLACEMENT OF ROOF TOP UNITS SHOULD PROVIDE MINIMUM VISIBILITY FROM NEIGHBORING STREETS. 3. BACKS OF PARAPETS MUST BE FLASHED, DECK TO PARAPET CAP. 4. PROVIDE UNOBSTRUCTED SITE LINE FOR SATELLITE DISH ASSEMBLY. 5. SLOPE ROOF FOR DRAINAGE TO STORM SEWER SYSTEM_ 6. ROOF SLOPE MINIMUM: 1/4" = 1'-0". 7. ALL EXPOSED EXTERIOR BUILDING MATERIALS TO BE U.V. RATED. 8. COORDINATE ALL ROOF OPENINGS TO AVOID CONFLICTS WITH BAR JOISTS. 9. EITHER INTERNAL ROOF DRAINS WITH OVERFLOW VENTS OR SCUPPERS AND DOWNSPOUTS ARE ACCEPTABLE SYSTEMS. SYSTEM SELECTION SHOULD BE DETERMINED BY CLIMATIC CONDITIONS. INTERNAL DRAINS ARE PREFERED IN NORTHERN CLIMATES TO AVOID THE NECESSITY OF HEAT TAPING DOWNSPOUTS. REVIEW WITH PROJECT ARCHITECT FOR TYPE OF DRAINAGE. FACILITIES PLANNING AND DESIGN 2.00 WILMOT ROAD DEERFIELD, IL 647-940-2500 60015-4616 Cl illa l Peterson, Architects FL Corporate Cerfficate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 lattp://www.c-p.coni Phom (407) 228-4220 Falx (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION* PHARMACY SECURITY LIQUOR 24 HOUR STORE REMODEL 1 I-IR PI-IOI-O OTHER REVISIONS NO. I DATE I BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. GRFGORY N.AIMPSON STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE ROOF PLAN & DETAILS CAD PLOT VOID PLOT: RELEASED TO CONSTRUCTION: SCALE: AS SHOWN DRAWN BY: MCL DATE: 5/24/2002 SUPERSEDES PLAN DATED: DRAWING NO. OF DWGS. 2002 WALGREENS CRITERIA io I z ti 0 r 00 \ r� r� TOWER ACCE83 V.D.OR ELEVATION TOWER OOF PL }W;� : L' i k will"VA 1' `; p; >l, w:ki KEYED NOTES DESCRIPTION DEI'L. OMETAL DOOR AND FRAME 1/ WITH DEADBOLT, THRESHOLD AND WEATHER A2.2 STRIPPING. ROOF ACCESS ONLY. O2 STEEL LADDER (SEE REFERENCE DETAIL) 1 / A2.2 MOUNTED STRIP LIGHTING. 1 / OFLOOR SEE ELEC. DRAWINGS. A2.2 CONTINUOUS VENT WITH INSECT SCREEN. 1/ (SEE SPECS.) A2.2 O PAINTED GYP. BD. CEILING. O6 EXPOSED CEILING BEHIND WALL & MOWER SIGN. O LINE REPRESENTS ROOF ABOVE. OPEN — NOT USED Og 3/4" PAINTED, PLYWOOD FLOOR ON 6" METAL JOISTS @ 16" O.C. 10 CEILING EXPOSED TO STRUCTURE ABOVE. 11 STEEL LADDER © ROOF ACCESS DOOR 12 C.M.U. WALL BEYOND NOT PAINTED. 13 CAST IN PLACE CONCRETE BEAM. (SEE 5-FRUC-1-URAL DWG'S.) I,t OPEN — NOT USED ACCESS PANEL 2'-0"W x 3'-0"H. — 1'-0" ACCESS 15 FLOOR i FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cuhaci & Peterson, Arc tects FL Corflorate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http:/hv"ww.c-p.colu Plione (407) 228-4220 Fax (407) 2.28-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PI IARMACY bs�1 SECURITY LIQUOR 24 1 IOUR ST, REMODEL I— 1 FIR PHOTO OTHER REVISIONS NO. I DATE I BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER \\' UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. N. SWPSON STORE NUMBER---06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE ENTRANCE TONER FLOOR / REFL. CLO. / ROOF PLAN CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: RELEASED TO CONSTRUCTION: DRAWN BY: MCL DATE: 5/24/2002 SUPERSEDES PLAN DATED: OF DWGS. 2n02 WALGP.EEIIS CPITEP.IA p 2436 22'-0" A.F.F. � 35 T.O. C.M.U. 3'-0" 12'-10" 3'-0" lie 11K12'-0" 3'-0" 15'-0 1/2" 3'-0 20'-8" A.F.F. ��FT EQ NV JOIST. BEARING �� �� 0 8 L-----------1 61 , FA - - - - - - ----------� 17 BEYOND v-=j3 0 1/2" 15'-0" 12'-6" EQ. EQ. SIGNAGE " I-HR PHOTO_ !�6 i o -, --- ----,r----- 4 0 19 3'-0" � 3'-0"'15'-3'-4" 15'-0" 0" 26'-8 1 2" ._ EQ. EQ•.. i 1'_a» EC I L - /9/ 1 51 L111 9 r9 1� 19 0 OEM 13 BEYOND WALL HYDRANT TYP. J SEE DETAILS ON SHEET A0.3 ( ) ('_�iNORTH ELEVATION 2.` Ire"! [oil www I N I LMLMLM V FA I owl I SCALE: 1 8 = 1 -0' NOTE: NO EXTERIOR WAINSCOT BEHIND FENCED AREAS 5 EA%r%j'T �1 a -5 8 a' a a z { a F��t T A I< www I N I LMLMLM V FA I owl I SCALE: 1 8 = 1 -0' NOTE: NO EXTERIOR WAINSCOT BEHIND FENCED AREAS 5 EA%r%j'T �1 a -5 8 a' a a z { a F��t T A I< EXTERIOR ELEVATIONS KEYED NOTES DESCRIPTION O EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT STUCCO BASE, (COLOR TO MATCH BENJAMIN MOOF E �rr���WWW BONE WHITE), OVER 8" CMU FILLED WITH POLYURETHANE FOAM INSULATION IN REINFORCED CONCRETE FRAME. 2 SPLIT -FACE BLOCK TO MATCH TSE TAN TARMAC AMERICA, INC., SARASOTA, FL., 941-927-1482. PROVIDE INTEGRAL WATER REPELENT IN BLOCK AND ^5- ;yo-- OMONIER MORTAR ("DRY -BLOCK"). ROOF TILE. SIGNATURE SERIES "MISSION" "S" STYLE. PINTO #16970 COLOR BLEND. (D PREFINISHED SHEET METAL COPING, GUTTERS, AND DOWNSPOUTS. COLOR TO MATCH UNA-CLAD "ALMOND". 50 1 " PROJECTED HORIZ. BAND 12" HIGH, SEE DETAIL 5/A2.6 ORED "WALGREENS" SCRIPT SIGN. INTERNALLY ILLUMINATED. SEE DETAIL 'l 1 /A5.2 O INDIVIDUAL LETTER SIGN. ALIGN BOTTOM OF SIGN W/ BOTTOM OF "W" OF WALGREENS SCRIPT SIGN. SEE DETAIL ON SHEET A5.2. ROOF LINE. OTOTE ROOF PREFINISHED METAL PAC -CLAD "SIERRA TAN". SEE DETAIL 6/AO.3 10 BOX SIGN. SEE DETAIL 4 & 5/A5.2 11 WALL -MOUNTED LIGHT. SEE ELECTRICAL DRAWINGS. I\ 3 12 RAIN SHIELD. SEE DETAIL 1 /A2.6 13 TRASH COMPACTOR AND TOTE ENCLOSURES. } SEE SHEET A0.3 14 PIPE BOLLARD. SEE DETAIL 12/A0.2 15 VERTICAL "SHORT V" REVEAL 1 SEE DETAIL 9/A2.6 6,. 16 N/A 17 1/8" THICK BENT STEEL PLATE (TO PROTECT DOWNSPOUT) BOLTED TO MASONRY. 21 SEE DETAIL 15/A2.5 18 "CLEARANCE" SIGN. SEE DETAIL 8/A5.2 �- `�J 219 2'-8" X V-4" COLUMN I u 3 C S OF PARAPETS MJ-)T BE FLASHED, C2 o ;II DECK -TO PARAPET CAP. WALGREENS NEON GRAPHIC BEYOND. SEE DETAIL T' JII ON SHEET A5.2. EIFS ACRYLIC FINISH COAT ON PORTLAND CEMENT 0 O rll STUCCO BASE, (COLOR TO MATCH BENJAMIN MOORE --- -- _- 11 0 'E WHIITE). TOWER FRONT ELEV. SCALE: 1/8 = 1 -0 ENTRANCE TOWER BEYOND AUTOMATIC SLIDING DOOR ENTRANCE CLEAR ANODIZED ALUMINUM STOREFRONT SEE SHT A4.3 25 TINTED INSULATED GLASS W/ CLEAR ANODIZED ALUM. STOREFRONT SEE SHT A4.3 26 DRIVE THRU WINDOW/ TRANSACTION DRAWER SEE SI-TI- A4.4 27 DRIVE THRU CUSTOMER UNLIT ON 2ND LANE ISLAND SEE SHT A4.4 28 (TOWER STOREFRONT) CLEAR INSULATED GLASS W/ CLEAR ANODIZED ALUM. WINDOW SEE SHT. A4.3 7.9 PRECAST CONCRETE CART RAIL MOLDING 2'-0" IN LENGTHS EXTEND TO 1 " 1-0 STOP E.I_F.S_ 30 WALL MOUNTED LIGHT FIXTURES. SEE 'ELEC. DWGS. 31 METAL DOORS AND FRAMES: SEE STANDARD DETAILS SHEET A4.3. 32 ROOF OVERFLOW POSITION 2" ABOVE SCUPPER DRAIN SEE DETAIL 3/A2.5 33 3'-0" x 3'-0" x 1-3/4" METAL DOOR AND FRAME WITH DEAD BOLT. THRESHOLD AND WEATHER STRIPPING. 34 DELINEATION POST. SEE SHEETS A1.1 & A4.4 35 MASONRY CON- O1.111. SEE Sl Ci S SYMBOL FOR WIND PRESSURES FOR COMPONENTS CLADDING. REFER TO SHEET DAA IN WINDLOAD DESIGN DATA. IN AREAS ABOVE 110 MPH, WIND-BORNE DEBRIS ZONES, GLASS GLAZING SHALL BE 9/16" IMPACT RATED (2 PC 1 /4" ANNEALED GLASS WITH INTERLAYER LAMINATE). THIS NOTE SHALL SUPERCED ANY KEY NOTE DESCRIBING GLAZING ON ANY DRAWINGS IN THE C CONTRACT DOCUMENTS_ 1 SIGN CODE SUMMARY 22 -0" A.F.F. PERMIT OFFICIAL: JOHN ROSE PHONE: (407) 330-5642 I� l T.O. C.M.U. WALL SIGNAGE MAXIMUM SIGN SURFACE AREA IS CALCULATED AS 1.5 SQ. FT. PER 1 LINEAR FT. OF BUILDING FRONTAGE (=1.5 SQ. FT_ x 1 LINEAR FT.) GROUND SIGNAGE 16'-0" A.F.F. �� A. ALLOWABLE NUMBER OF SIGNS: -' B.O. TOWER SIDE ONE(1) SIGN IF G400' OF PARCEL FRONTAGE ON AN IMPROVED RIGHT-OF-WAY WINDOW BEYOND TWO(2) SIGNS IF THE PARCEL HAS BETWEEN 400' AND 700' OF FRONTAGE ON AN IMPROVED RIGHT-OF-WAY THREE(3) SIGNS IF >700' OF PARCEL FRONTAGE ON AN IMPROVED RIGHT-OF-WAY SUCH THAT " 8'-6A.F.F. NO TWO SIGNS ARE LESS THAN 300' APART B. SIGN STYLE B.O. AWNING 1. SIGN MUST BE A "MONUMENT" STYLE 2. MAXIMUM HEIGHT IS FIFTEEN FT. (15') ABOVE FINISH GRADE i" 3. MAXIMUM SIGN SURFACE AREA IS CALCULATED AS 1.5 SO. FT. PER 1 LINEAR FT. OF l BUILDING FRONTAGE (='1.5 SQ. F F. x 1 LINEAR FT. OF BUILDING FRONTAGE) BUT NO GROUND SIGN -TO EXCEED ONE HUNDRED SQUARE FEET (100') ®.�. 4. BASE AND PLANTER ARE TO BE OF BRICK, THE DIMENSIONS ARE TO BE AS FOLLOWS 14 A. SIGN WIDTH = PLANTER WIDTH B. BASE WIDTH MINIMUM = 2/3 SIGN WIDTH SEE DETAIL ON SHEET AO.3 C. PLANTER = 2 TO 3 FT. IN HEIGHT AND MINIMUM 3 FT. IN WIDTH NOTE: NO EXTERIOR WAINSCOT D. PLANTER MUST HAVE A MINIMUM 5 F F. SET BACK FROM RIGHT-OF-WAY BEHIND FENCED AREAS E. PLANTER MUST HAVE A MINIMUM 15 FT. SET BACK FROM ADJACENT PROPERTY LINES MAXIMUM SIGNAGE ON SITE (TOTAL OF ALL SIGNS INCLUDING WALL SIGNAGE AND GROUND SIGNAGE) IS NOT TO EXCEED TWO (2) SQ. FT. PER ONE (1) F F. OF LINEAR FF. OF BUILDING FRONTAGE ; wip/` Ito FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Y Culia i P tersoti,Architects FL Corporate Certificate i#AA C000526 1220 Alden Road Orlando, FL 32803-2546 littp://www.c-p.coiii Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES} FOOD MART NEW LOCAIION PI IARMACY SECURITY LIQUOR 24 HOUR STORE REMODEL 1 FIR PI-IOTO #« OTI IER ION AREA SUiVI AR �� MORT] I ELEVATION 26'-8�2" WALGREENS SCRIPT SIGN 11 4 PHARMACY 'I -IND LLETTER 55.79 '15.1 S.F. S.F. 12 -6 1-HR PHOTO -16 IND. LETTER 16.7 S.F. SUBTOTAL 87.59 S.F. WEST ELEVATION 26'-8 -1/2" WALGREENS SCRIPT SIGN! 1 1'-4" PHARMACY 16' IND. LETTER 55.79 15.1 S.F. S.F. 12 -6 1-HR PHOTO -16 IND. LETTER 16.7 S.F. 17'-0" x 2'-0"DRIVE THRU PHARMACY 34.0 S.F. CLEARANCE SIGN 3.5 S.F. SUBTOTAL 125.09 S.F. ,UIJTtI EI_EVATTOrI SUBTOTAL - EAST EI-EVATION 2 6` x 5 0 EXIT 10.0 S.F. SUBTOTAL_ 10.0 S.F. TOTAL BUILDING SIGNAGE 222.08 S.F. SfFE SIGNAGE MONUMENT SIGN 67.5 S.F. SHARED SIGN -WALL I.U. PANEL 8.0 S.F. TOTAL SITE SIGNAGE TOT L SIGNAGE AREA 298.18 S.F. FZF_VISION NO. DATE_ f BY DESCRIPTION /�\ 7-02 02 [1 7t3 WAL.Cfi£E. N ; CQ?MMNTS CERTIFICATION AND SEAL I HEREBY CERTIFY TFIAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR N UNDER MY DIRECT / SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. GRGORY N. SI P30N STORE NUMBER 06970 PROJECT NUMBER 201151 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store 1/02294, 3822 S. Orlando Dr. DRAWING TITLE EXTERIOR ELEVATIONS, DuAILS & SKIH DATA CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: MCL A21 RELEASED 1-0 DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 4 3 21102 WALGPEDIS CP.ITEPIA 1' c" 1 n'—R" P-ArF M7 RI nl-V /P7ArF np- PI nry 19 i ------------------------ 4 I � U NOTE: PRE—ENGINEERED WOOD TRUSSES TO BE ENGINEERED BY A FLORIDA LICENSED ENGINEER. VARIES JOIST BEARING 13'-0" A.F.F. B.O. ACOUST. CEILING 12'-2" A.F.F. B.O. CONC. BEAM 12'-0" A.F.F. B.O. SOFFIT © ENTRANCE 1 ------------------ 19 / 2 `SIDE WALL SECTION 1��J_ SCALE: 1/2;; �17 - KEYED NOTES O1 6"x7" GALV. METAL GUTTER w/ 5"x5" DOWNSPOUT (PREFINISHED) Q 4" CONT. VINYL VENT w/BUG SCREEN 3 5/8" EXT. GYP. BD. PAINTED BENJAMIN MOORE "DECORATORS W - PL CEILING & BACKGROUNL ATE OF NEON WALL GRAPHIC. 04 GLAZING BEYOND I �5 REMOVABLE RAILS AND GLAZING. SIGN CONTRACTOR & GENERAL CONTRACTOR TO COORDINATE FINAL INSTALLATION FINAL INSTALLATION OF SIGN. © EIFS FINISH COAT OVER 7/8" STUCCO 8" REINFORCED CONCRETE BLOCK. 07 LIGHT FIXTURES, (SEE ELEC. DWG'S.) ® 3/4", PAINTED, PLYWOOD FLOOR ON 6" MTL JOISTS @ 16" O.C. �9 STEEL ANGLE (SEE STRUCT'L DW(-,'S) 10 SERVICE AREA FOR SIGN TRANSFORMER 11 STEEL LADDER © ROOF ACCESS DOOR SEE ELEVATION 4/A1.4 12 6" MTL STUDS © 16" O.C. 13 P.C.C. LINTEL 14 7/8" CONTINUOUS DRIP EDGE 15 4" PRECAST CONCRETE EXTRUSION 16 4" SPLIT FACE CONCRETE BLOCK TO MATC1-1 TSE TAN TARMAC AMERICA, INC. SARASOTA, FLA. (941)927-1482 17 REINFORCED CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 16 ASPHALT PAVEMENT ON GRANULAR BASE TO MEET SOIL ENGINEER'S RECOMMENDATIONS. (SEE CIVIL ENGINEERING DWGS) 19 CONC. FOOTING BEYOND © COLUMN (SEE STRUCTURAL DRAWINGS) 2U TURNED DOWN SLAB (SEE STRUCTURAL DRAWINGS) 21 1/2" EXPANSION JOINT FILLER 22 RECESSED LIGHT FIXTURE BEYOND (SEE ELECTRICAL DRAWINGS) 23 5/8" DENS —GLASS GOLD w/ 7/8" STUCCO 24 6" MTL JOISTS © 16" O.C. 25 VINYL BASE BEYOND 26 LINE OF WALL BEYOND 027 AUTOMATIC SLIDING DOOR t ENTRANCE. SEE SHEET A4.3 5 5/8" G.W.B CEILING © ENTRANCE 29 2'x4'x5/8" LAY —IN ACOUSTICAL CEILING SEE REFLECTED CEILING A1.2 30 CAST IN PLACE CONC. BEAM (SEE STRUCT'L DWG'S). 31 1-1/2" RIGID INSULATION BOARD. 32 5/8" GYPSUM BOARD OVER 1-1/2" METAL FURRING CHANNELS 33 STEEL BAR JOIST. (SEE STRUCT'L DWG'S.) 34 BUILT—UP TAR AND GRAVEL ROOF SYSTEM 35 PROVIDE SPLASH BLOCK COMPATIBLE FOR ROOF SYSTEM 3G 8 "METAL STUD FRAMING 37 ACCESS DOOR TO TOWER 3'-0"x 3'-0"x 1 3/4" 3� GALVANIZED CONTINUOUS DRIP EDGE 39 K.O. CONC. BLOCK FILLED CELL WITH CONC. (SEE STRUCTURAL DRAWINGS.) 40 DBL. 2x8 P.T. BEARING PLATE WITH TRUSS CONNECTOR. SEE STRUCT'L DWG'S. 41 PRE—ENGINEERED WOOD TRUSSES. SEE STRUCT'L DWGS. 42 3/4" EXTERIOR GRADE PLYWD. SHEATHING. 43 MONIER ROOF TILE — SIGNATURE SERIES MISSION" "S" STYLE. PINTO #16970 COLOR BLEND 44 30 LBS BUILDING FELT 45 N/A 46 REAR OF PARAPET WALLS TO RECEIVE WATERPROOFING SYSTEM TO TOP OF PLATE 47 STEEL BAR IN FILLED CELL (SEE STRUCTURAL DRAWINGS) 48 24"X24" ACCESS PANEL SEE REFL. CLG. A1.2 FOR LOCATION 49 6 MILL VAPOR BARRIER 50 HORIZONTAL MASONRY REINFORCING (SEE STRUCTURAL DRAWINGS) 51 THRU—WALL FLASHING W/ 1 /4" PLASTIC WEEP HOLES © 48" O.C. 52 WOOD 2X4 STUD FRAMING © 24" O.C. 53 -1/2" CLEAR SPACE & DRAINAGE SYSTEM 54 ELECTRICAL JUNCTION BOX (T(P) (SEE ELEC. DRAWINGS) 55 TRUSS CONNECTOR TO STRUCTURE (SEE STRUCTURAL DWGS.) 56 2 EA. 2X6 LEDGER CONT. SEE STRUCTURAL DWGS. 57 WALGREENS SIGNAGE (SEE SHEET A2.1) 5i3 1 X8 WOOD GROUND 59 LAMINATED SILL 6U ELECTRICAL OUTLET BEYOND (SEE ELEC. POWER DRAWINGS) 61 INSULATED TINTED GLASS IN 1-3/4"x 4 1/2" ANODIZED ALUM. STOREFRONT SYSTEM t"AC;II_1-FIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2600 60015-4616 culic ci Peterson, Aicli.tects FL Corporate Ceitiiieate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://N"vw.c-p.coiii Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART I NEW LOCATION PHARMACY SECURITY ON — LIQUOR 24 11OUR STORE REMODEL 1 I-IR PI 1OT0 OTHER REVISIONS NO. DATE BY DESCRIPTION •1 7-02-02 1 DEB WA WEENS t.CU1Vl t11*8 CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE _ _ STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. JIRFOORY N SIMPSON STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE EXTERIOR BUILDING SECTIONS DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: MCA. AZM4 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGP.EENS CRITERIA y 0'-0-0" __ FIN. FLOOR T.O. SLAB c u EFIN 0'-(-f-(-f T.O. S 7 DR) ��j SCALE: 3/8= 1'-0"' 16'-2" 22'-0" A.F.F. T.O. C.M.0 18'-0" JOIST BEARING FIELD SPLICE PROVIDE POSITIVE SLOPE 4" PVC 6" r 5, .�ALUM. GUTTER Ili1�IID1 ; � O I STANDARD PVC 00 I I CONNECTORS 6" L- -J CLAMP STRAP 6" X 5" X 1 /4" PVC PLATE EPDXY 1-0 INTERIOR OF ALUM. GUTTER. 5" SQ. ALUM. VSPOUT )SED iIEW ENED TO DING I" O.C. KEYED NOTES 1 MONIER ROOF TILE. SIGNATURE SERIES "MISSION" "S" STYLE. i PINTO #16970 COLOR BLEND 2 30 LBS. BUILDING FELT 0 3/4" EXTERIOR GRADE PLYWOOD SHEATHING. PRE-ENGINEEREED WOOD TRUSSES @ 24" O.C. 5 2X6 BLOCKING sO 2x8 P.T. WOOD BLOCKING FOR SIGN SUPPORT. VERIFY WITH SIGN INSTALLER. 07/8" STUCCO FINISH SYSTEM OVVER 1/2" EXTERIOR GRADE PLYWOOD SHEATHING. (DIN/A 0 '1 " CONT.DRIP EDGE. - to 4" CONT. VENT _ENTIRE_ PERT_ METER w/INSECT SCREEN. D2'-0"x2'-0" SIGN ACCESS HATCH SEE SHEET A2.1 12 CONC BLOCK COLUMN OPPOSITE THIS SECTION i3 DRIVE THRU WINDOW @ BLD'G BEYOND SEE DETAIL A4.4 14 FLEXIBLE YELLOW 36" H. DELINEATION POST @ BLD'G BEYOND i 5 REINFORCED CONC. SLAB (SEE CIVIL DRAWINGS) Is MASONRY OPENING @ BLD'G WALL w/ 3/4" EXT. GRADE PLYWOOD EACH SIDE & INSULATION BY G.C. i7 CONT. 2x4 TRUSS BRACING, TYP. , UB M.T.S. TRUSS CONNECTOR (SEE STRUCT'L DWG'S) 109 DBL 2X6 PLATE ON STEEL BEAM (SEE STRUCT'L DWGS) 6"X7" GALV. METAL GUTTER (PREFINISHED) 21 5"X5" DOWNSPOUT CONCEALED DRIVE THRU. SEE DETAIL 3/A2.3 Q 2X4 DIAGONAL BRACING @ 4'-0" O.C. I" PROJECTED BAND @ BLD'G BEYOND. SEE DETAIL 5/A2.6. �r ROOF OVERFLOW z5 BLD'G PRECAST CONC. SILL q6)BLDG. WAINSCOT SPLIT FACE BLK. Q TRASH COMPACTOR ENCLOSURE BEYOND. SEE SHEET AO.3 RCONC. CURB @ BUILDING 2X4 @ -1 /3 SPANS 2X6 WOOD FRAMING @ 16" O.C. 5/8" DENS -GLASS GOLD w/7/8" STUCCO 2'-6"x4'-O" CANOPY ACCESS HATCH. LIGHT FIXTURE (SEE ELEC DWG'S) CONC. ISLAND OPPOSITE THIS SECTION 2" PROJECTION EFIS TRIM BEYOND STEEL BEAM (SEE STRUCT'L DWG'S) ROOF SCUPPER AND LEADER s8 PNEUMATIC TUBE SUPPORT SYSTEM BY DIEBOLD 39 EIFS FINISH COAT OVER CONSTUCCO C.BLOCKEINF. .(BEYOND) 40 ASPHALT PAVEMENT (SEE CIVIL DWGS.) 41 TILE RIDGE CAP h2 24 GA GALV. METAL COUNTER FLASHING (PAIN -FED TO MATCH STUCCO) 43 LEAD FLASHING PAINTED TO MATCH TILE hD REAR OF PARAPET WALLS TO RECEIVE WATERPROOFING SYSTEM TO TOP OF PLATE h5 PRECAST LINTEL (SEE STRUCTURAL DWGS) is N/A E� LAY -IN ACOUSTICAL CEILING. 08 5/8"GYPSUM BOARD OVER METAL FURRING CHANNELS 1-1 /2" VERTICAL RUN @ 24" O.C. W/ RIGID INSUL. BOARD t9 PNEUMATIC TUBE TRANSPORT SYSTEM BY DIEBOLD SEE DETAIL B/A4.4 g 4" THICK CONCRETE SLAB. (SEE STRUCTURAL DWGS) 51 CONC. FILLED PIPE BUMPER, GUARD 3'-0"H. X 4" DIA. 52 REINFORCED CONC_ FOOTING (SEE STRUCTURAL DWGS) 53 COLUMN FOOTING BEYOND j (SEE STRUCT'L DWG'S) 54 E.I.F.S. REVEAL SEE DETAIL 9/A2.6 3 ! A V 2 FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 TYPE NEW LOCATION REMODEL NO. I DATE Cull 1C1 Peterson, -Architects FL Corporate Cerd ic,-ate #AA C000526 Orlando, FL 32803-2546 hup:HNvww.c-p.com Phoue (407) 228-4220 Fax (407) 228-4219 PROJECT DATA GENERAL SALES FOOD MART PHARMACY €. SECURITY 24 1 ]OUR STORE 1 HR PHOTO 10011 OTHER REVISIONS BY I DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMB GORY Pt; SIMPsn.N ct PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE DBIYE THRU SECTIONS CAD PLOT: I SCALE: AS SHOWN I DRAWING NO. VOID PLOT: RELEASED TO CONSTRUCTION: DRAWN BY: RMCL DATE: 5/24/2002 I a m_ M 113110 SUPERSEDES PLAN DATED: OF DWGS. 2002 WAEGREENS CRITERIA 4) 2436 WOOD TRUSSES @ 2'10" O.C. @ LOW CANOPIES 4 ____\7 CONT. VENT RECESSED LIGHT FIXTURE BEYOND (SEE ELEC. DWGS.) 5/8" DENS-GLAS� GOLD w/ STUCCO FINID54\ 2'-0"x2'-O" LOCKABLE HATCH MANUFACTURED BY KAPP #DSB-123SD OR APPROVED EQUAL. `FAINT TO MATCH CEILING ACCESS HDETAIL SCALE: 1-1 2 = 1 —0 ol \ \ \ \ r E' CV �.. ® \ \ \ \ • - \ C \ \ DI 7/8" STUCCO FINISH SYSTEM 24 GA. GALVANIZED METAL — COUNTER FLASHING 2x4 P.T. CONTINUED LEAD FLASHING (PAINTED)—\ MONIER ROOF TILE 30 LBS FELT 1 x4 NAILER PER TILE ROOF INSTALLATION REQUIREMENTS 3/4" EXTERIOR PLYWOOD WOOD TRUSSES @ 24" O.C. SEE STRUCTUR L DW CONNECTOR EA. TRUSS (SEE STRUCTUR L DWGS.) 2x8 CONTINUED F.T. WOOD BLOCKING a 6" METAL STUDS @ 16" O.C. I I I . '8" STUCCO FINISH PRECAST CONCRETE TRUSION CAP BELOW 5/8" DENS-GLAI-S GOLD w/ STUCCO FINIj H ROD & CAULK (CONT).- a CAST IN PLACE CONC. BEAM (SEE STRUCTL. DWGS) a 3-5/8" METAL STUDS @ 24" O.C. 5/8" G.W.B. ROD & CAULK (CONT.). ALUMINUM ENTRANCE SYSTEM. r SCALE: 1-1 2 = 1 —0' MONIER ROOF TILE W/ 1..A mnrw-� DA-rrr-kic, 3/ W( (S CC 6l DC 2> CONCRETE BLOCK FILL RES w%3000 PSF ST NCRETE. (SEE STRUCT'L AWINGS) 5/ 2x @ COLUMN PLAN SECT. @ TOWER i� F". VERTICAL REBAR (REFER TO STRUCT. DWGS.) A, 8" FILLED CELL WITH CONC. CANOPY SECTION DETAIL w SECTION_ DETAIL 3/4" EXTERIOR GRADE PLYWOOD (BOTH SIDES OF MASONRY OPENING.) w/ INSULATION BETWEEN REFER TO A4.4 6" METAL STUDS @ 16" O.C. 5/8" DENS -GLASS GOLD w/STUCCO CAULK (CONT). BUILDING HORIZ. BAND STUCCO FINISH SYSTEM r8_"ADRIVE-THRU SEC SCALE: 1-1 2'= 1'-0 REMOVABLE SHEET METAL CAP FLASHING 4" FIBER CANT, TYP. BUILT-UP TAR AND GRAVEL ROOF AVER-RIGID-IN-SUL.ON-MEAL DECK (REFER TO STRUCT. DWGS.) 8" FILLED CONCRETE BLOCK (REFER TO STRUCT. DWGS.) (REFER TO S`FgI�CT. DWGS) 1 K' 4 STUCCO FINISH DENS -GLASS GOLD 26 GAUGE GALVANIZED FLASHING 2x6 P.T. CONT. LEAD FLASHING PAINTED MONIER ROOF TILE—\ CAULK CONT. PROVIDE 1/2' 8" FILLED CE 7/8" STUCCO 1/1, Z//Z 8" CONCRETE 8" MIN. '70 E LAY OFVERTICAL REB 0 FELT (REFER TO S" 4 NAILER PER MANUFR. SPACING n )EI'lu" WALL SECTION DETAIL "J" MOLDING NOTE: ALSO SEE DETAIL 2/A1.3 �I GALV. MTL. FLASHING 20 GA.16"X10" PREFIN. �- MTL. SCUPPER SECURED 10" TO BLDG W STRAP ANCHORS 8"x6" PREFIN. MTL. DOWNSPOUT SECURE TO BLDG. W/20 O GA. GALV. STL. - DOWNSPOUT HANGERS PROVIDE MIN. ONE @ TOP & BOTTOM AND AT ALL INTERMEDIATE JOINTS STUCCO FINISH TRUSS CONNI (SEE STRUCT DBL. 2x6 PT. 4" CONT. VE STEEL BEAM ;SEE STRUCT CONT. 2X4" P.T. WD. BLOCKING ROOFING SYSTEM (SEE SPECS) 1 1 /2" METAL DECK (SEE SPECS) STEEL ANGLE (SEE STRUC. DWGS) SCUPPER SECTION DLTAII MONIER ROOF TILE W/ 1 X4 WD BATTENS 3/4" EXT. PLYWOOD WOOD TRUSS @ 24"OC. (SEE STRUCTL DWG'S) CONT. ALUMN DRIP 6"X7" PREFINISHED. MTL GUTTER W/ 5"X5" DOWNSPOUT 2X4 WOOD FRAMING CONTINUOUS "V" DRIP EDGE STUCCO FINISH OVER 5/8" DENSGLASS GOLD 1 " CONTINUOUS DRIP EDGE 4" CONT. VINYL VENT W/BUG SCREEN 2'-g» 1 F. BLK./ F. BLK. co / / • / \ p A 7 7 / /. / D A LZ J 0 I I 3/8" THICK STEEL PLATE I I GALV. G-90 - PAINTED I TO MATCH DOWNSPOUT 1 /2" 0 HOLES EA. SIDE MASONRY 8"X5" SQUARE DOWNSPOUT BEHIND BENT STEEL j CONCRETE PAVING I @ LOADING DOCK I I I I I I I 00-8"X6" SQUARE DOWNSPOUT TRANSITION TO 6" DIAMETER PIPE. cry TRANSITION TO 6" DIA. 1 "X2" PRESURE SLOTS EA. SIDE BACKER ROD & SEALANT, PERIMETER 1,---.STORM DT�AIN, FLUSH W/ PAVEMENT MITER CORNERS TYP. 4" PRECAST CONCRETE EXTRUSION CAP BELOW 1QWNSPOUT GUARD SCALE: 1-1 2 = I—0 WOOD TRUSSES @ 24"OC. DBL. 2x6 LEDGER SEE STRUCTURAL DWGS. 7/8" STUCCO FINISH --- —8" CONCRETE BLOCK FILL CORES w/ 3000 PSF CONCRETE. (SEE STRUCTURAL DRAWINGS) 5/8" DENS -GLASS GOLD W/STUCC CAULK CONT./SEALANT CCOLUMNPLAN SECT. @CANOPY ALUMINUM STOREFRONT WINDOW LAMINATED SILL 1 x8 WOOD GROUND 2 EA 2x6 P.T PLATE w/ PLYWOOD SPACER RIGID INSULATION 5/8" GYPSUM BOARD ON 1-1 /2" FURRING CHANNELS (__1_z `SILL SECTION DETAIL LINE OF PRECAST CON( EXTRUSION CAP BELOW SECT. DETAIL 8" CONCRETE BLOCK RIGID INSULATION -- BUILT IN PLACE CONC. BEAM (SEE STRUCTURAL DWGS.) ° 5/8" GYP. BOARD ° a a ° LAY -IN CEILING x ELEC. OUTLET BEYOND ALUMINUM STOREFRONT CV N. BEAM TIN TAI . / SCALE: 1-1 /2"= 1 ' —0" /8" G.W.B. !N METAL DUDS IINUM STOREFRON ANCE ONC. BLOCK FILL .S w 3000 PSF CUNC. SEE STRUCTL DRAWINGS AT Y PIER SECTIuN PLAN SCALE: 3 4 - 1 7 NOTE: SEE STRUCTURAL DRAWINGS FOR REINFORCEMENT. FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL_ 847-940-2500 600'15-4616 1. Cuhaci s , r3I'ctc®x�., cl�Litcct FI1 Corporate Cedificate #AA C000526 1220 Alden Road Ortando, FL 32803-2546 http://�vwtiv. c-1�. corn Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL -SALES FOOD MART Jm NEW LOCATION W. PHARMACY :.� SECURITY LIQUOR L 24 1 TOUR STORE REMODEL 1 FIR PI-IOTO rd OTHER F REVISIONS NO. DA"fE BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR [� UNDER MY DIRECT _ V SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. �REGORY STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: McL AA<,5 DATE: 5/24/2002 RELEASED TO CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 wALGREEUS CRITERIA i 1HR. PARTITION Design No. U425 For Exterior Walls, Ratings Applicable For Exposure To Fire On Interior Face Only, (See Items 4 and 5) Bearing Wall Rating-45 Min, 1, 1-1/2 or 2 HR. (See Items 2 and 4) INTERIOR WALL EXTERIOR WALL tij7 5 2 i a 1. Steel Floor and Coiling:Track—(Not Shown) —Top and bottom tracks of wall assemblies shall consist of steel members, min No. 20 GSG (0.036 in. thick) galv steel or No. 20 MSG (0.033 in. thick) primed steel, that provide a sound structural connection between steel studs, and to adjacent assemblies such as a floor, ceiling, and/or other walls. Attached to floor and ceiling assemblies with steel fasteners spaced not greater than 24 in. O.C. 2. Steel Studs —Corrosion —protected steel studs, min 3-1/2 in. wide, min No. 20 GSG (0.036 in. thick) galy steel or No. 20 MSG (0.033 in thick) primed steel, cold —formed, shall be designed in accordance with the current edition of the Specification for the Design of Cold —Formed Steel Structural Members by the American Iron and Steel Institute. All design details enhancing the structural integrity of the wall assembly, including the axial design load of the studs, shall be as specified by the steel stud designer and/or producer, and shall meet the requirements of all applicable local code agencies. The max stud spacingof wall assemblies shall not exceed 24 in. OC (or 16 in. OC—See Item 5c). Studs attached to floor and ceiling tracks with .1/2 in. long Type 3-12 pan head, self —drilling, self —tapping steel screws on both sides of studs or by welded or bolted connections designed in accordance with the AISI specifications. 3. Lateral Support Members —(Not shown) —Where required for lateral support of studs, support may be provided by means of steel straps, channels or other similar means as specified in the design of a particular steel stud wall system. 4. Wallboard, Gypsum* —Gypsum wallboard bearing the ULI Classification Marking as to Fire Resistance. Applied vertically with joints between layers staggered. Outer layer of 3 layer construction may be applied horizontally. The thickness and number of layers and percent of design load for the 45 min, 1 hr,. 1-1/2 hr and 2 hr ratings are as follows: Interior Walls Wallboard Protection Both Sides of Wall — Number of Layers and Thickness Percent of Rating of Boards In Each Layer Design Load 45 min *1 layer, 1/2 in. thick 100 1 hr *1 layer, 5/8 in. thick 100 1-1/2 hr *2layers, 1/2 in —thick 100 2 hr *2 layers, 5/8 in. thick or 80 *3 layers, 1/2 in. thick 100 *2 layers, 3/4 in. thick 100 *Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gypsum sheathing type wallboard is substituted on the exterior face. Exterior Walls Wallboard Protection On Interior Side of Wall — Number of Layers and Thickness Percent of, Rating of Boards In Each Layer , Design Load 45 min 1 layer, 5/8 in. thick 100 1 hr 2 layers, 1/2 in. thick 100 1-1/2 hr 2 layers, 5/8 in. thick 100 2 hr 3 layers, 1/2 in. thick 100 2 layers, 3/4 in. thick 100 See Wallboard Gypsum (CKNX) Category for names of Classified Companies of 1/2 in. or 5/8 in. thick wallboard. See below for Classified Company of 3/4 in. thick wallboard. United States Gypsum Co.—ULTRACODE or Type IP—X3. 4A. Wallboard, Gypsum* —(As an alternate to 5/8 in. thick wallboards in Item 4)—Nom 3/4 in. thick. United States Gypsum Co —Type AR. 4B. Wallboard, Gypsurn—*(As an alternate to Items 4 and 4A)-5/8 in. thick installed as described in Item 4. Joint covering (Item 8) not required for single layer system. United States Gypsum Co.—Weatherock. 5. Gypsum Sheathing —For exterior walls 1/2 or 5/8 in. thick exterior regular gypsum sheathing applied vertically and attached to studs and runner tracks with 1 in. long Type 5-12 bugle head screws spaced 12 in. OC. along studs and tracks. One of the following exterior facings are to be applied over the gypsum sheathing. A. Siding, Brick, or Stucco —Aluminum siding, steel siding, brick veneer, or stucco attached to studs over gypsum sheathing and meeting the requirements of local code agencies. When a min 3-3/4 in. thick brick veneer facing is used, the Exterior Wall Rating is applicable with exposure on either face. Brick veneer wall attached to studs with corrugated metal wall ties attached to each stud with steel screws, not more than each sixth course of brick. 2436 chemically treated over gypsum sheathing with primed or finished face, 7/16 in. thick by 48 in. wide. Attached to studs over gypsum sheathing with 1-7/8 in. long buglehead TEK fasteners 16 in. OC at the intermediate supports Or, exterior lap siding, chemically treated, 7/16 in. thick by 8 in. or 12 in. wide. Attached to studs with 1-7/8 in. long, buglehead Type TEK fasteners at each lap. Panels lapped minimum 1 in. Masonite Corp —Type FT C. Comentitious Backer Units*-1/2 or 5/8 in. thick, square edge boards, attached to steel studs over gypsum sheathing with 1-5/8 in. long, Type S-12, corrosion resistant, self — tapping wafer head steel screws spaced 8 in. OC Studs spaced a max of 16 in. OC. Joints covered with glass fiber mesh tape. United States Gypsum Co. TEC Inc —Type TEC. 6. Fastener —(Not Shown) —Screws used to attach wallboard to studs: self —tapping buglehead sheet steel type, spaced 12 in. O.C. First layer —Type S-12 by 1 in, long for 1/2 and 5/8 in, thick wallboards and 1-1/4 in. long for 3/4 in. thick wallboard. Second layer Type S-12 by 1-5/8 in. long for 1/2 and 5/8 in. thick wallboards and 2-1/4 in. long for 3/4 in. thick wallboard. Third layer Type S-12 by 1-7/8 in. long. 7. Batts and Blankets* —Placed in stud cavities of all exterior walls. May or may not be used in interior walls. Any glass fiber or mineral wool batt material bearing the UL Classification Marking as to Fire Resistance, of a thickness to completely fill stud cavity.' See Batts and Blankets (BZJZ) Category for names of Classified Companies. B. Joint Tope and Compound —(Not Shown) —Vinyl or casein, dry or premixed joint compound applied in two coats to joints and screwheads of outer layer. Perforated paper tape, 2 in. wide, embedded in first layer of compound over all joints of outer layer. *Bearing the UL Classification Marking I I 8'-0" A.F.F. 1 B.O. G.W.B. R AREAS Z) ", 1H710 ... 11, iflil i I I — Q I T ': ' EIFS FINISH COAT OVER 7/8" STUCCO ON 8' REINF. INSULATED CONC. BLOCK E.I.F.S. REVEAL MOLDING FRY REGLET #PCSVC-75—SHORT PAINTED TO MATCH EFIS FIN. COAT E.I.F.S. REVEAL PLA PRE-FIr rn METAL 2x8 P.T BLOCKIN GALV. D SCREWS 7/8" ST EIFS FINISH CO/` T ^"rn 7/8" STUCCO C 8' REINFORCED 24 GA. GALV. N COUNTER FLASF MONIER ROOF T 3/4" EXTERIOR GRADE CDX Pl_ r SHEATHING PRE-ENGINEERE WOOD TRUSSES (SEE STRUCT'L GALV. DECKING REAR OF PARA[ WALLS TO REC WATERPROOFING TO TOP OF PLA 8" REINFORCED CONC. BLOCK (SEE STRUCT'L /8" EXTERIOR GRADE DX PLYWOOD SHEATHING ALV. DECKING SCREWS OF PARAPET _S TO RECEIVE RPROOFING SYSTEM FOP OF PLATE 'EINFORCED BLOCK STRUCT'L DWG'S) 5fil { 5 2e Noill IWO I PRE -FINISHED METAL COPING 2x8 P.T. WOOD BLOCKING CONT. 7/8" STUCCO PROVIDE SLOPE @ TOP A.F.F. '.S. BAND EIFS FINISH COAT OVER 7/8" STUCCO ON 8' REINF. INSULATED CONC. BLOCK FLOOR MOUN (SEE ELEC. D 6" METAL JOI EIFS FINISH C 7/8" STUCCC 8' REINFORCE CONCRETE BL P.C.C. LINTEL 12 —0" A.F.F. B.O. CONC. LIN 7/8" CONTINI TOWER ROOF SALE: , —, r =, =o f 1I MONIER ROOF TILE ?9'-8" A.F.F. F.O. ROOF SHEATHING 3 4" EXTERIOR G AIDE CDX PLYWOOD SHEATHING :RE -ENGINEERED WOOD TRUSSES ( 3 TOWER E11111TRAN"'E SECT. DETAIL SCALE: 1-1 2,=1'-0" NOT USED SCALE: N.T.S. 8" EIFS FINISH COAT OVER 7/8" STUCCO ON 8" REINF. CONCRETE BLOCK. SAWCUT MASONRY POINT IN RAIN HO CAULK CONT. \_22 GA. GALV. MTL RAINHOOD, PAINT TO MATCH DOORS RAIN GUARD DETAIL FINISHED END BEY P.C. CONC. LINTEL 1" CONT. VINYL /ENT W/BUG >CREEN 3" METAL JOIST 16" O.C. >/8" DENS- 3LASS GOLD W/ '/8" STUCCO 1n SECTION DETAIL FACILITIES PLANNING AND DEaIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 TYPE NEW REMODEL NO FL Corporate Certificate #AA C000526 1220 Aldeii Road Orlando, FL 32803-2546 littp://W W W.c-p.c;oiu Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA GF_NERAL SAa E m FOOD MARe T PHARMACY - SECURITY LIQUOR 24 1 TOUR S-rORE 1 FIR PFIO"rU OTHER m REVISIONS DATE I BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. GR GORY N. S STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECTNAME (S.E.C.) Orlando '17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE DETAILS 0 CAD PLOT: SCALE: AS SHOWN DFMVING NO. DRAWN BY: VOID PLOT: MCIL - A2,6 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OK= DWGS. 2002 wALGR.EDIS CRITERIA e�f c c 9 46 11 10 9 00 o O 0 O 12 12 1 INTERIOR ELEVATIONS SCALE: 1 /8"=V-0" (ENTRANCE) 1. 4 ANTERIOR ELEVATIONS SCALE: 1/8"=V-0" (GENERAL SALES) Ilk EQUAL G C9 1 1 �n oQD - I 1 ! c r 2 IIT'FIRLVATIOI SCALE: 1 /8"=1'-0" (GENERAL SALES) In, 111961 (2:)INTERIOR ELEVATION SCALE: 1/8"=V-0" (GENERAL SALES) 1 o INTERIOR ELEVATION 111�j SCALE: 1/4"=1'-0" (EMPLOYEE RM.) SIGN EQUAL G // O / /1 21 — i \20 9 14 17 — r a a SCALE: 1 /4"=V-0" (EMPLOYEE RM.) LINE OF CURTAIN WALL © 7'-6" A.F.F. BETWEEN GEN. SALES & PATIENT WAITING A// ENTRY DOOR. I 12 INT RIOR ELEVATION SCALE: 1/4"=V-0" (TRAINING RM.) 3 INi'ERIOR ELEVATIONS Ak-- SCALE: 1 /8"="I'-0" {'I HOUR PHOTO} I IIY O INTERIOR ELEVATION SCALE: 1 /8"=1'-0" (1 HOUR PHOTO) r 14 INTERIOR - ELEVATION SCALE: 1 /8"=1'-0" (PASSAGE #1) 13 INT RIOR ELEVATION SCALE: 1 /4"=1'-O" (PHARMACY) '-1 " I II I I I I 7" TO BLOCKING I I DRIVE-THRU WINDOWI--I 1-----T — I 67 IF — -- — — �- c\I I� �— I if) 9 I — 16 i'� 18 61_3 INTERIOR ELEVATION SCALE: 1/4"=1'-O" (PHARMACY) ;h (D 21 WALL MIRRORS- EQUALLY SPACED, (30"-42" WIDE). , INTERIOR ELEVATIONS KEYED NOTES ITEMS MARKED N/A ARE NOT APPLICABLE. ALL PAINT NUMBERS ARE � OPENING BETWEEN GENERAL SALES AREA AND RX WAITING RM. BENJAMIN MOORE & CO. MATERIALS (BM). FOLLOWING ARE REFERENCE TO INTERIOR ELEVATIONS. FOR OTHER FINISHES, REFER X6 WOOD BLOCKING UNDER GWB. TO INTERIOR MATERIALS AND FINISH SCHEDULE. PLEASE NOTE: NA GRAPHICS APPLIED ON MIRRORS ARE TO BE INDIVIDUAL LETTERS. � LL DOWN SHUTTER. BY WALGREENS. 1 1'-11"X2'-1" ONE -'NAY MIRROR WITH FRAME BY WALGREENS CONTRACTOR TO PROVIDE 1'- I U" W. x2'-0" H. DRYWALL O1 COSMETIC GRAPHIC. BY WALGREENS. (� PHARMACY GRAPHIC. CASED OPENING IN OFFICE WALL (TOP OF SILL @ 4'-2" A.F.F.). v BY WALGREENS. ONE-WAY GLASS WILL BE CUT AND FRAMED INTO SLAT WALL. QQ FOOD MART GRAPHIC. BY WALGREENS. 27 OPENING BETWEEN 1-HOUR PHOTO AND GENERAL SALES AREA. 4 1-HR PHOTO GRAPHIC. BY WALGREENS. Q PAPER TOWEL DISPENSER. 29 SLAT WALL WITH BLACK INSERTS. BY WALGREENS. (� HEALTH CARE GRAPHIC. (INDIVIDUAL LETTERS )Pl MIRRORS}. 30 WALL -MOUNTED LEXAN-FACED LIGHT BOX SIGN. (SIZE: 20"X50). ^'o;,;— Y WALGREENS. 3/4" PLYWOOD BACKING BETWEEN STUDS UNDER GWB09 pLE:.•�1l-'{.- � p PATIENT CUNSULTATIO. ' ." N,1 BY WALGRE S. 32 WALK-IN COOLER OPENING ag 6" WHITE DECAL W/ RED OUTLINE CENTER, ONE EACH, 33 APPLY WALL BASE CONTINUOUSLY ALONG EXPOSED PORTION OF DROP OFF, PICK-UP OVER THE APPROPRIATE OPENING. COOLER BELOW DOORS. CUT TOP OF BASE AS REQUIRED TO FIT. VINYL WALL COVERING GENON TYPE II. WHERE APPLICABLE, 34 2X4 CLEAT ALONG WALL FOR SUPPORT OF COUNTERTOP. RETURN WALL COVERING AT ALL CORNERS, 1" RETURN ON BACK OF PHARMACY WALL OPENINGS, AND 1 1 " AT REFRIGERATOR 35 PLASTIC LAt`AINATED COUNTERTOP WITH BACK AND SIDE . CASE OPENINGS. SPLASHES -LENGTH TO ALLOW 32" CLEAR SPACE ALONG WALL 10 PAINT- BENJAMIN MOORE WHITE DOVE. FOR REFRIGERATOR. CAULK JOINT BETWEEN BACK/SIDE SPLASH AND WALL. CAULK DOLOR TO BE WHITE. BY GENERAL 0EMERGENCYEXIT 0 SIGN REFR TO ELECTRICAL DRAWINGS. CONTRACTOR: ORDER CABINET AND COUNTER THROUGH LAYERS. TELE.: 217-735-1241 _ 12 6" BLACK VINYL BASE W PREFORMED OUTSIDE CORNER... / 36 A.D.A CLEARANCE REQUIREMENT. 13 WALL CLOCK - SETH THOMAS #Y7610, FURNISHED BY WALGREENS. 5 24" DEEP LAMINATED COUNTERTOP AND SUPPORTS WITH 1 X 8 WOOD GROUNDS OR PLYWOOD. (2 X 8 REQUIRED IN KEYBOARD/MOUSE PLATFORM BY WALGREENS. 14 SEISMIC ZONES 3 AND 4). 38 INET. K 15 PLASTIC LAMINATE STOOL -FRONT WALL 39 4'-0"H X LENGTH OF COUNTER MIRROR LESS 12" 8c CENTERED 16 O Pl/A. I ABOVE - 1 f4" #1 QUALITY POLISHED PINE GLASS ELECTROLYTICALLY COPPER PLATED. GLUE TO GWB BEHIND WITH 17 NO VINYL OR PAINT REQUIRED BEHIND OR ABOVE SHELVING C.R. LAURENCE "hAIRRO-MASTIC" SCOOPS '18" O.C. EACH WAY. 18 CONTROL JOINT (TYP.). SEE WALL LOGO AND SIGNSPECS, 4 PANELING - S D IL A4.2. THIS SHEET. (CONTROL JOINT TO BE RETURNED ON BOTTOM 41 REFRIGERATOR BY WALGREENS. OF SOFFIT TO WALL)" -I g INSULATING GLASS WITH ALUMINUM STOREFRONT FRAMING, 42 STAINLESS STEEL SINK EQUALLY SPACED PANES. � PAINT DOORS AND FRAMES BM #1112-30 (STONE BRAWN) �fTf3faE�s-�o`ITF1Ut3f��f3Ef'�CR=fi'rf� �t�Ji�ktf-ltitvip-�Tfi)fcEi*f��3tdfi-�tvtl•hJf3-{i=6f� sr6REs�^�'a`tTt-t�r-t�ti� I 4"5 LAMINATED WAINSCOT BY WALGREENS. LAP VINYL `HALL " r COVERING 1 " UNDER WAINSCOT. 29 (D I o I FOR KEYNOTES46 TO 64 SEE MARGIN AT RIGHT � T 5/8" PLYWOOD WITH PLASTIC LAMINATE REPLACING 5/8" GWB `I I (SAME AS WINDOW SILL). SEE PHARMACY WAIL DETAIL. 9 OC � 3/4x 24" PLYWOOD BLOCKING BETWEEN STUDS UNDER GWB, HORIZONTAL CENTERLINE © 6'-6" A.F.F. 67 3 PIECES OF 3/4x12" BLOCKING, 2'-4" WIDE, BEHIND GWB, CENTERED 0 36", 59", AND 80" A.F.F. FOR MOUNTING OF SINK CABINETS. SEE D-1. 68 add�Ef��tE�cTEF�--pp'�{�t�'cT%�3f�bf- -F�-9f3f�Bf�Fi-- 73 -1vt1*FftL--� " 1�6 h1-T AI;'f�-I-}L�T�-��f 77 �fBEf�6}�.��@L'fC-f�-�fthfEBs�-F6°a�iHf3E�1E7E�-@F�i�t�tT�6 5 � I'�I�T �� 78 FIBERGLASS PANELS TO UNDERSIDE OF OPENING. 7g � 3 PIECES OF 3/4x12" BLOCKING, 3'-0" WIDE, BEHIND GWB, SCALE: N.T.S. CENTERED © 31 ", 58", AND 83" A.F,F. FOR FASTENING OF 13 DRAWER CABINET TO WALL. SEE D-1. ,,,,FILE 1 81 SINGLE LO-UIZINi<1 G FOUNT IN W$17 CUP DISPE ER & 'MSTE BASKET. i:j 79 _-- --- 1 2 7 9 0 cr 78 n FACILFFIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cuhaci & Peterson j1'T ( }11 A e cs - £FL CorponTte Certili/sate #AA C000526 1220 Alders lWad Orlando, FL 32803-2546 ht tp://ww1v, c-p. cons Phone (407) 2284220 Fax (407)228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY NEW I - LIQUOR 24 FIOUR S I -ORE REMODEL F 9 FIR PHOTO LaHER SIGN GRAPHICS ARE PURCHASED AND INSTALLEU BI WALGREENS. NOTE: AVOID PLACING COIIROL JOINTS WHERE SIGtIAGE OCCURS. .CEILING HEIGHTS 11'-0' MID ABOVE NO. R EILW ,EIGHTS LOWER THAN 11'-0- u �1- _ wr um ci NOT! -PROTOTYPICAL CONDITIOhIs 46 THANK YOU FOR SHOPPING ... WALGREENS 3" H PHAnMAODY n¢cerrnn +>7 49 Mai +� so +t-- �3}VtF-Sd1Ft�'�^��8-^61Tdk'Flfr- 54ysTi1�5-r4F�Ffi6— 55 H'+t+Ef+�l�F9-�R�Fit� 56 5MEiI699-6iirhPfHSr 57 REB�frhrtt9-Bffi�A'ttr�r- SB Q.wws...ec� 63 9fiic9�a^P�+619-�'r8E8-�TrE�ilt'r5-8^ii•- 64 REVISIONS DATE BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AMD SPECIFICATION WAS PREPARED BY ME OR% UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER - UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. GREGQRY N. �����'� ' STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE_ INTERIOR ELEVATIONS & DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO, DRAWN BY: VOID PLOT: MCL RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED. OF DWGS. 2002 WALGPEENS CPI TERI TYPICAL WALL SECTIONS AND DETAILS TYPICAL PHARMACY WALL DETAILS WALL MIRROR DETAILS 20 GENERAL AND KEYED NOTES FOR WALL SECTIONS AND DETAILSc _ - / � FACILITIES PLANNING AN[.� DESIGN 4 CONNECTIONS : UNLESS SHOWN OTHERWISE 13 12" 1.00 WILMU"i- ROAD DEERFIELD, IL USE THE FOLLOWING - STUD TO STUD: MIN �347-940-250U 60015-4616 (2) 1/2" S-12 PAN HEAD SCREWS. STUD - 9 13 TO TRACI<: (1) 3/8 S-12 LOW HEAD 13 SCREW AT EACH FLANGE. TRACK TO BACK z 12 WALL AND OTHER CONNECTIONS AS SHOWN. O BOTTOM CHORD OF STRUCTURAL STEEL o _ BAR JOIST. `9 4 O2 CARRYING 6" METAL STUD, CONTINUOUS. 7R' 18 21 7»- O CARRYING 6" METAL STUD, © 24" O.C. MAX. 0 3-5/8" (6" AT SECTIONS 1/A4.1 & 2/A4.1) VERTICAL CU11�1C1 4 1 4 b y51����1 011, t) l chit ecs' - - --- - FL Corpornte Certilicatc r1AE1 C000526 rs; t 2 1220 Alden Road Orlando, FL 32803-2546 5 - 11tt�:���V�VtiV.C-1).COIIl — METAL STUDS Q 24 O.C. EXTEND AND ATTACH TO 3 LEVATI N 2 g 11 Phone (407) 228-4220 NOTE: ANY ATTACHMENT OF BUILDING STRUCTURE ABOVE AS PER DETAILS 16 OR 19. Fax (407) 228-4219 FRAMING MEMBERS TO ROOF SCALE 1/8" = 1'-0" 7 — METAL DECK IS NOT PROJECT DATA PHOTO i 2 PERMITED OTHER THAN � O5 3-5/8" 25 GA. METAL STUDS 24" O.C. EXTEND TO "SLIP -TRACK" WITH 1 1/2" � o STRUCTURE ABOVE AND SECURE HORIZONTAL AND ` 15 TYPE GENERAL SALES FOOD MART Ca z Q 2'-6" FASTENERS. + _ v w DIAGONAL. NEW LOCATION PHARMACY - LIQUUR 24 HOUR STORE j w z Y Q (n O6 3-5/8" METAL STUD HORIZONTAL @ 24" O.C. 4 �� 1 \� `} � 35'-2'11 Q �2 L 10 �\ ��� n ■■ = Q z PHOTO/GENERAL SALES VINYL WALL QI J o 7 3-5/8 METAL STUD BRACING ©24 O.C. ALTERNATE DIRECTIONS. 4 - 3'-2" O 3'-0" 21'-s" 4'-0" 3'-a° I -I �1,� SCALE 3 = 1'-0" 1 1 REMODEL 1 FIR PIIOTO P111 OTHER A. VINYL WALL COVERING COVERING 0 3-5/8" METAL STUD BRACING © 48" O.C., PICK-UP WINDOW r, o AND VINYL BASE (SEE AND VINYL SECURE TO BUILDING STRUCTURE ABOVE u I R I I 7,, I� BASE RETURN RnnM FINIl�I ;C NFnI II Fl SIMILAR TO DETAIL 16 OR 19. Lt 9 3-5/8' METAL TRACK, CONTINUOUS. AT OPENING SEE SHEET A3.1 O MASONRY, SECURE WITH (2) 3/8" X 2-1/4" � WEDGE "RED HEAD" OR "MOLLY BOLT" © 3 25 3 21 4'-0" O.C. AT METAL STUD WALLS, USE (2) CONSULTATION DROP-OFF CO U_ SELF -DRILLING 3/4" TYPE "S-4" HEX WASHERWINDOW ELEV WINDOW _ 13 I p/ WALK-IN COOLER HEAD AT EACH STUD (24" O.C. MAX.). r-5'\\PLAN I SOFFIT SECTION AT PHOTO 2 WALL SECTIONO 3-5/8" METAL TRACK, SNIP INSIDE FLANGE SCALE 1/8" = 1'-0" 10 AND ATTACH TO EACH VERTICAL AND _ -i o TAIIL SCALE 3/8" = 1'-0" SCALE 3/8" = 1'-0" HORIZONTAL STUD. I 12 GA. MINIMUM GALVANIZED STEEL TIE WIRE. SCALE 3/4" 1 '-0" = 12 5/8" GWB. `. ri2 TAIL 4 13 SUSPENDED CEILING. SEE ROOM FINISH 2 10 7 3 11 6 SCHEDULE. 7 o SCALE 1 1'-0" GWB, TIGHT TO BOTTOM OF ROOF DECK. r PROVIDE "SLIP -TRACK". o - - o - © © SLAT 1 22 - - o ° - - - c o 1 4 17 - o WALL BY - - Q WALGREENS ✓- - 16 — 1a 7" 16 ETAII� 3 4 6 19 TAIL 7 10 13 11 16 13 TOP TRIM 14 VERT. DIVIDER 15 BOTTOM TRIM 1/4"=1'-0" 3/16"=1'-0" - TRIM - SHOWN O o �, 8„ W/ CLEAT AT 90 DEGREES SUSPENSION OF SUSPENSION OF a FRAMING FOR FASCIA 17 TAIL i 8 `TAIL FRAMING FOR FASCIA 20 TAIL 0 14 FINISH: SATIN ANODIZED ALUMINUM. PARALLEL TO ROOF PARALLEL TO ROOF ALUMINUM MIRROR TRIM DETAILS FRAMING. 1 "=1'-0" "1 "=1'-0" FRAMING. 1 "=1'-0" 8 14 4 N j _,I 25 KEYED NOTES: r7-. TAIL O CEILING. 4 25 4 - - —�— SCALE 3/4" = 1'-0_" O FACE OF WALL. 7 4 ROOF DECK 7 TAIL3 5/8" PLYWOOD APA EXTERIOR GRADE - SECURE TO 2X4 FRAMING BELOW WITH 8d COATED 6 4 SCALE 3/4" = 1'-0" 1'-O" NAILS 8" O.C. REVISIONS 2 1 — — — —� 1 - O 2x4 ##'I CONSTRUCTION GRADE. SPOT GLUE AND ANCHOR TO EACH WOOD STUD WITH #10, 3" NO. DATE BY DESCRIPTION 2" _ LONG WOOD SCREWS TO EACH METAL STUD WITH 3 LONG SHEET ROCK SCREWS, OR TO MASONRY WITH 2 ROWS C.R. LAURENCE "TAPCON" 1/4"x3" ANCHORS, 18" O.C. STAGGERED. 16 7 2X4 (FLAT) WOOD FRAMING FOR PLYWOOD 16" O.C. "LADDER BACK" FRAME FOR PLYWOOD. 1 "I 20 5/8" PLYWOOD APA EXTERIOR GRADE A/C SEAL COAT EACH FACE AND ALL EDGES WITH C.R. — LAURENCE "MIRRO-MASTIC" BOND. _ ©BLK G OR 21 IT"AI�, r22__`\pETA1L 23 'i"Aff,�,,. 24 IT'AI�. O MIRROR - 1/4" PLATE (LOF OR PPG) PANELS ARE TO BE EQUAL WIDTHS. DETERMINE G A I N 8 ","AI 9 - - AIL NUMBER OF PANELS USING 2'-6" MINIMUM AND 3'-G" MAXIMUM WIDTHS PER MIRROR PANEL. 1 "=1'-0" 1 "=1'-0" 1 "=1'-O" 3/4"=1'-0" „ PROVIDE C.R. LAURENCE-PPG MIRROR EDGE SEALANT AT ALL EDGES. SET MIRROR USING C.R. SCALE 3/8 = 1 -0' SCALE 1 = 1'-0" SCALE "I" = 1'-0" LAURENCE "MIRRO-MASTIC" SCOOPS 18" O.C. EACH WAY WITH ELECTRICAL APPLICATOR. USE C.R. LAURENCE ALUMINUM TOP CHANNEL #D1638A w/CLEAT #D1637 (INSTALL WITH { - - 3 THRU-BOLTS), BOTTOM TRIM ##D638A AND VERTICAL DIVIDER ##D901A. 19 19 O C.R. LAURENCE CO. PHONE: (800) 421-6144. ACT. TILE O9 3-5/8" METAL TRACK (CONTINUOUS). CEILING AT 18" COUNTER 10 BOTTOM WOOD RETAINER, 3/4" X 3" - MILT_ KILN DRIED TRIM QUALITY. FASTEN TO 2X4 - 9'-0" A.F.F. BY ALGREENS = - /= WITH 8d FINISH MAILS, 16" O.C. PAINT TO MATCH SOFFIT. 19 4 5 11 SPOT GLUE AND NAIL PLYWOOD -TO WOOD FRAMING WITH 8d COATED NAILS '12" O.C., OR TO 9 METAL FRAMING WITH 1-1 /4" GYPSUM BOARD SCREWS 12" O.C. 4 3:¢ 25 0 _ 12 11� 8d COATED TOE NAILS (ONE EACH SIDE). z � o z 24 0 25 a' 0 13 TOP ALUMINUM TRIM - C.R. LAURENCE ##D1638A W/ CLEAT ##D1637. INSTALL WITH o � W SPEED o z 1-- ; , _ THRU-BOLTS. CONTROL -- i e� r— ? 14 DIVIDER ALUMINUM TRIM - C.R. LAURENCE ##D901A. MOTOR N D 24 DRIVE � 15 BOTTOM CHANNEL - CR. LAURENCE ##D638A. 15 ° (BEYOND) 15 zo V 13 I C K -UP WDW. 14 ON Ul..T. D . 15 ROP-OFF WDW CERTIFICATION AND SEAL SCALE 3/8"=1'-0" 3/8"=1'-0" 3/8"=1'-0" j I HEREBY CERTIFY THAT THIS (� , KEYED NOTES ` V PLAN AND SPECIFICATION WAS PREPARED BY ME OR 1 N/A 13 5/8" GWB. UNDER MY DIRECT SUPERVISION AND THAT I AM O 3/4" THICK WOOD SILL. PLASTIC LAMINATE 14 "J" BEAD TRIM OF GWB BELOW SILL AND AT A DULY REGISTERED FINISH WILSON-ART ## 2970-6 "WHITE EDGES OF APRON (KEYNOTE ##1 6). ARCHITECT OR ENGINEER LEATHER". UNDER THE LAWS OF THE 15 WALL BASE. SEE INTERIOR ELEVATIONS. O ROLL DOWN SHUTTER BY WALGREENS. (8'-01, STATE OF FLORIDA OR WIDER SHUTTERS SHALL BE MOTOR 16 5/8" PLYWOOD (REPLACING 5/8" GWB WITH AS SIGNIFIED BY MY OPERATED, LESS THAN 8'-0" WIDE SHALL BE PLASTIC LAMINATE. HAND AND SEAL. MANUAL). 17 CONTINUOUS 2X WOOD NAILER. GR\EGORY N. SIP 'SON O4 PHARMACY CABINETS BY WALGREENS. (SEE 18 PLYWOOD BETWEEN STUDS. SEE A3.1. FIXTURE PLAN). O 3/4" STORE NUMBER 06970 O5 11 3/4" x TOP AT DROP-OFF WINDOW; PLASTIC LAMINATE EDGED ON FOUR SIDES. 19 16 GA. 6" METAL STUDS. ATTACH TO PROJECT NUMBER 201157 O ( 2 ) O N/A VERTICAL STUDS AT EACH END. PROJECT NAME 20 (3) 6" METAL STUDS. WIRE TIE TOGETHER. O SUSPENDED CEILING. SEE ROOM FINISH EXTEND AND SECURE TO BUILDING (S.E.C.) Orlando 17-92 & Lake Mary SCHEDULE. STRUCTURE ABOVE. Sanford Florida 0 3-5/8" METAL STUD BRACING AT 24" O.C. 21 WALL MIRRORS ABOVE. SEE PROJECT ' Relocation of store ##U2294, 3822 S. Orlando Dr. ALTERNATE DIRECTIONS SIMILAR TO 1 /A4.1 FLOOR PLAN IF REQUIRED. (KEY NOTE ##7). 22 N/A. DRAWING TITLE O BRACE FOR RECESSED ELECTRICAL LIGHT. STANDARD DETAILS AND SPECIFICAT10N3 (HINGE LIGHT LENS TOWARD PHARMACY). SEE 23 CONTINUOUS 6" METAL TRACK. WHERE 3 ELECTRICAL DRAWINGS. 5/8" HORIZONTAL STUD PENETRATES, CUT AND BEND FLANGE OF THIS T-RACK AS SHOWN. CAD PLOT: SCALE: AS SHOWN DRAWING NO. 90 EXTEND VERTICAL STUDS TO STRUCTURE 24 CLOSURE WALL BY WALGREENS. 3/4" ABOVE AND SECURE. PLYWOOD WITH PLASTIC LAMINATE FINISH. DRAWN BY: 1 PLASTIC LAMINATE TO EXTEND UP TO TOP OF VOID PLOT: I 6" METAL STUDS 24" O.C. ( COUNTER WITH 2X4 TOE CLEAT). MCL 12 3 5/8" METAL STUDS 24" O.C. 25 7-3/4" WIDE X 8-1/2" HIGH CLEAR SPACE FOR RX CONVEYOR. BOTTOM IS TO BE 3/4" RELEASED TO DATE: 5/24/2UO2 A4,1 THICK UNFINISHED PLYWOOD. CONVEYOR BY CONSTRUNSTRUCTION: SUPERSEDES PLAN WALGREENS. (SEE DETAIL 9). DATED: OF DWGS. 2436 2002 WALGPEDIS CRITERIA LADDER & ROOF SCUTTLE DETAILS ENTRANCE DETAIL TYPICAL TOILET ROOM DETAILS ' V-9"o 7 3 7 1 + + o r- KEYED NOTES 1 �I I I 5 I O STOREFRONT ENTRANCE. SEE SHEET 8,9/A4.3. - 18 0 0 I j jo 6 8 5 O2 APPROVED COMPACTED GRANULAR FILL. I I O #4 X 18" X 18" BENT REBAR DOWELS, 24" O.C. I I --- t.......•. 0 I i t----- -----� ® N/Ain I I 9 77 O 1/2" X 7" ASPHALT BOARD CONSTRUCTION JOINT. - ` -- .................................. PROVIDE 1/2" X 1/2" SEALED TO TOP OF 1 7 3 7 7 18 D �} i R' I I / O 00 F,�CILIT IE�S f-�LANNINC� /'AND DCSIGN 2.00 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 C!ul(�aci & A /� lFL Corporate Certificate #AA C000526 r t 1220 Alden Road Orlando, FL 32803-2546 POLYSULFIDE. COVER WITH DOOR THRESHOLD. k I I 3'-0" I I 3 hUp://www.c-p.com -- O ER (POUR LINE BELOW DOOR SILLS). W.W.F. -TYPICAL. �]),INTERIOR ELEVATIONS ATIOI` S Mfg 3 INTERIOR L 'VAT'ION WOMEN Fax (407) 228-4219 L°'AN � �"��� SCALE: 1/4"=1'-0" SCALE: 1/4"=1'-0" ' __r6_"�,SECTION - SCUTTLE 7� STEEL REBARS. PROJECT DATA SCALE: N.T.S. SCALE: N.T.S. NOTE: COORDINATE JOIST SPACING TO ® BOTTOM OF FOOTING SHALL BE BELOW FROST LINE - TYPE GENERAL SALES FOOD MARTRE CLEAR LADDER AND ROOF SCUTTLE. IN ALL REGIONS WHERE FREEZING/SWELLING 1 KEYED NOTES O.S.H.A. LADDER CLEARANCES MUST BE MET. OCCURS. 1 NEW LOCATION < s Pf IARMACYNFW LOCATION-- Y: � SECURITY OROOF SCUTTLE — 2'-6" X 3'-0" TYPE O PROVIDE 2-1/2" X 3/8" THICK FIAT .� �/ LIQUOR 24 HOUR STORE "S" WITH "LADDER -UP" SAFETY POST BENT STEEL BRACETS AT MAX. 4'-0" a\ 5 MODEL 2 BY BILCO CO. SECURE SCUTTLE CENTERS. WELD TO SIDE RAILS. REMODEL 1 FIR PI, OTHER TO ROOF STRUCTURAL STEEL WITH THRU WELD TOP TO STEEL ANGLE FRAME. 4 1 -0" 3'-6" O 3'-6" 1'-C _ `} BOLTS ACCORDING TO MANUFACTURE'S 6 AT METAL STUD WALL, PROVIDE 1-1/2" Ip DIRECTIONS. HINGE PINS ARE TO BE C.R. STEEL REINFORCING CHANNELS _ � a - WELDED NON-REMOVEABLE. WITH WELDED 3/8" THRU BOLTS TO _ 5 ORECEIVE BRACKETS. CUT STUD FLANGES STANDARD 1" FIBER CANT, BUILT I , 2 2 TO RECEIVE REINFORCING CHANNEL. AT UP ROOFING, AND COUNTER FLASHING. r� MASONRY, FASTEN BRACKETS WITH 3/8"X _ 3-1/2" X 3-1/2" X 1 /4" ANGLED WELDED 2-3/4" WEDGE "RED HEAD" OR "MOLL'f" _ 3 FRAME. EXTEND AND SECURE TO BUILDING ANCHOR BOLTS. - ROOF STRUCTURE AS REQUIRED. O WELDED CLIP ANGLES SECURED T016 (I)INTERIOR ELEVATIONS ATIONS MEN (7-ANTERIOR L VATION - WOMEN ®2-1/2" X 3/8" FLAT STEEL BAR CONCRETE FLOOR WITH 1/2" X 2-3/4" SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-0" SIDE RAILS, AND 1" DIA. STEEL WEDGE "RED HEAD" OR "MOLLY" ANCHOR RUNGS PUNCHED INTO RAILS 12" BOLTS. 1 CENTERS AND WELDED. RUNGS ARE ® FRP WALL PANELS, FLOOR TO ROOF. TO BE KNURLED OR DIMPLED TREATED TO MINIMIZE SLIPPING AND ARE TO BE FREE 9 6" STL. CHANNEL FULL PERIMETER MOTION DETECTOR AND KEYED NOTES AND ACCESSORY DATAFREE OF SHARP EDGES. PRESENCE SENSOR ROOF FRAMING AND CURB DETAIL FOR H.V.A.C. UNITS 10 FIBERGLASS POLYESTER PANELS. 15'-0" C CERAMIC -TILE COVE BASE TO TOP OF TILE BASE. 1 3 -3 NOTE: ADAPT TO ROOF 1 -9 PREFABRICATED CURB, SUPPLIED STRUCTURE AS REQUIRED. BUTT INSTALL TO FLOOR TILE, DO NOT INSTALL ON BY HVAC UNIT MFR TOP OF FLOOR TILE. _ I� (TYPE MAY VARY W/ -—H.V.A.C. NO PENETRATION OF CURB Q0 �— - MFR.) - - UNIT SIDEWALL ALLOWED. 3O TOILET STALL PARTITION. 34'DR• 11 - A }.2 GALV. SHEET t RIGID INSULATION FIBER \ 4Q GRAB BARS IN EACH TOILET ROOM. MOUNT 3'-0" A.F.F. /3-CANT AND TWO PLY FELT / EXTERIOR _ -6' 3'-11" 3'-3 METAL COUNTER FLASHING OR AS REQUIRED = .. _ G I �" FLASHING - ? � 5 3 5 TOILET TISSUE DISPENSER. MOUNT TOP AT 2'-4" A.F.F. _ _ 13 � '-1" '_3" 1� 5'-2" z TREATED PER ROOFING MFR. SPECS. FURNISHED AND INSTALLED BY WALGREENS. - o WOOD NAILER ROOF CONSTRUCTION / 92 18 ME IS 1 �} 1 I (SIZE AS (-TYPE MAY VARY) 3 6 6O FEMININE NAPKIN DISPOSAL: MOUNT TOP AT 2'-0" A.F.F. I 4<A�,t .2IT) L y 15 i 19 FASTEN TO 8 4 r� I I 9 `I ROOF DECK.11 TYP. TYP. 7O MIRROR (AT EACH LAVATORY) MOUNT BOTTOM AT 3'-4" J' 0 y I O A.F.F. \ O 12" DEEP PLASTIC COATED WIRE SHELVING AT 60" & =If \//xxxxxx\/\ /\/ ------ � a 3-+= 1 ] 72 A.F.F.i4— XA A X X XXXY�XXXXY�XY.' XYX Y�XX:.X II h I - - - - - - - . - . �~' �` ' ` 9O SEMI -RECESSED ROLL PAPER TOWEL DISPENSER AND 00 SEE STRUCTURAL DRAWINGS WASTE RECEPTACLE ROUGH OPENING: I O 7 1"", FOR STEEL SIZING 14 1/12" X 39 5/8", 3 1/2" MINIMUM RECESSED < A4.2 2 DEPTH. TOP OF R.O. AT 50" A.F.F. } ' 5 H / I REVISIONS SEAL EXPOSED ROOF✓� 7 10 URINAL SCREEN - 6 4 I 6 6 � L DECK EDGES WITH GALVANIZED NOTE: 8 _ r� i \ ' -N AT LEAST ONE SIDE OF THE ROOF A4.2 I NU. DATE BY DE ScCRIPTIU SHEET METAL AND SEAL ALL � AROUND OPENING SHALL BE SUPPORTED BY 11 ADA ACCESSIBLE TOILET ROOM. NAME PLATE ON WALL. I I\ T-02_02 DED WALGREENS CAMMF.1^✓fTS A ROOF FRAMING MEMBER- THE STEEL ANGLE FRAMING AS SHOWN 12 IS DESIGNED TO CARRY A MAXIMUM CERAMIC TILE BULLNOSE TRIM. SEE DETAIL - 6/A4.3. I O�� DEAD LOAD OF 6,000 LBS. FOR (°� ® �^s HEAVYER LOADS, OR IF ROOF 1 rJ ©© IVL�� �"�'Lj IL 13 5'-0" DIAMETER WHEEL CHAIR SPACE ALLOWANCE. A4.2 W ME 13 rn ECTION HN. m . ROOF CURB FRAMING IS NOT AS SHOWN, VERIFY �TRA � O 34 DR. SCALE: N.T.S. DESIGN WITH ARCHITECT. SCALE: 3/4"=1'-0" 14 CORNER GUARD : SEE DETAIL - 13/A4.2 l V /5 /- x • = `/.� 15 7'- 1 " 1 " 2'-1 1 " 1 " 2'_1 1 " 1 NEW MOP BASIN. OFF -CENTER FOR CLEARANCE '= ROOF CURB DETAILS FOR WALK - IN COOLER CONDENSER UNIT O W/ NOTE #9. -6' 4'-0" 3'-1 " 3'-0" 11 3'-2" 2'-1 '1 " 16 RELOCATED WATER HEATER. 19'-7" 5' 4'-10" �,<\ 6 SPAN 2 JOIST MINIMUM 6 KEYED NOTES11 1 IES O 17 SINGLE LO ELECTRIC WATER COOLER WITH CUP 01 /-i\ ROOF DECK _kIOLIXR & XAST,� BASKET. - 0PREFAB METAL CURB WITH WOOD U PROVIDE OVERHEAD BRAE AT-MNDICAPPED STALL. (2 x 6) NAILER. TOP OF RAIL TO BE LEVEL. 19 4 ��� 2-PL( FELT FLASHING. LADDER AND ROOF SCUTTLE. SEE DETAIL - 6 & 7/A4.2. (5::)PLAN _ R TROOMS � � O — _ j SCALE: 1 /4"=V-0„ - �I :� O4 METAL CAP FLASHING. N WG-4 UNIT - 1630 LBS. I I z O CONDENSING UNIT. SEE ENGINEERING (3'-6 1/2" HIGH) 2 10 I 4>' 8" DRAWINGS. �I CID I `" PIPE CHASE (SEE 6/M2.1) ONE WAY MIRROR BETWEEN OFFICE AND 1 HR. PHOTO TO BE PLACED DIRECTLY OVER COOLER. ----------------- — 2 1 CERTIFICATION AND SEAL ('9PLPs,N _ ROOF CURB1O SECTION � ROOF CUR SCALE: 3" 8=1'-0" SC ALE: 3 8"=1'-0" 4 11-IEREBY CEFZTIFY'Tt-IAT THIS/ / / / PLAN AND SPECIFICATION WAS PREPARED BY ME OR KEYED NOTES UNDER MY DIRECT 1 7 3 SUPERVISION AND THAT I AM 1D CORNER GUARD AND PROTECTED WALL DETAILS 3/4" THICK DISPLAY WALL PANEL (BY WALGREENS). A DULY REGISTERED 6 ARCHITECT OR ENGINEER _ O "STYLMARK" EDGE MOLDING WITH LEG, PART 1 10341, UNDER THE LAWS OF THE / / /. ' FINISH #123, BUFFED SATIN BLACK, "STYLMARK" GLAZING STATE OF FLORIDA KEYED NOTES / / _ VINYL, PART119004, (BY WALGREENS). MY 9 AS SIGNIFIED BY . . .. . 10 1 /4" TEMPERED MANSONITE. HAND AND SEAL. 1 MASONRY OR I: 3 1/4" ONE-WAY MIRRORED GLASS (BY WALGREENS) G E�GOR_Y N�MP�O�! 20 6" VINYL BASE. STUD WALL I . O (5) 3/4" LONG F.H. SCREWS AT 4" OC. AROUND STORE NUMBER 06970 6 1 5 n O PERIMETER, HEAD, JAMB, SILL- ""_-v 3 3-1/2" X 3-1/2" X 48" HIGH PREFABRICATED CORNER GUARD TO BE 16 GAUGE TYPE 430 STAINLESS STEEL WITH ROUNDED CORNERS. : 5 20" HIGH X 18" WIDE OPENING CUT IN DISPLAYWALL PROJECT NUMBER 201157 PANEL (BY WALGREENS). O PANELING: 8" X 8" GRID PATTERN, TONGUE AND PROJECT NAME (.:. 13 GROOVE CONNECTION. D 3/4" X 3/4" ALUMINUM ANGLE TRIM FINISH #123, BUFFED (S.E.C.) Orlando 17-92 &Lake Mary i TAIL CORNER GUARD - SATIN BLACKWALGREENS). 5 STANDARD PANEL J-BEAD CAP MOLDING. SCALE: 3"=1'-0" - - - - - - - -- Y ErJ Sanford, Florida B s. a O J-BEAD CAP OVER MANSONITE. Relocation of store ##02294, 3822 S. Orlando Dr. O (5) 1/2" LONG F.H. SCREWS AROUND PERIMETER, EACH • 4 O N/A B SIDE. DRAWING TITLE 9 1 O N/A 8 O 24" HIGH X 22" WIDE GUP.BD. OPENING WITH VINYL sTANDAno DETAILS `> WALLCOVERING FINISH. ALLOW EXTRA LENGTH OF VINYL 2 D VINYL WALL COVERING. WALLCOVERING TO TUCK UNDER ALUMINUM ANGLE TRIM (BY SCALE: DRAWING NO. CAD PLOT: CALE: AS SHOWN GEN. CONTRACTOR). DRAWN BY: 4 VOID PLOT: PL AN �1 �p P�1Gl. A4m2 I 1 � ! WALL SECTION 12 WALL SECTION WALL SECTION � 16 1""L/" N °� SECTION TAIL RELEASED TO DATE: 5/24/2002 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" SCALE: 3"=1'-O" SCALE: 3"=1'-0" CONSTRUCTION: AT PASSAGES AT EMPLOYEE TOP TRIM AT SUPERSEDES PLAN W CART ROOM PANELING — DATED: OF DWGS. 2436 1 R AFFI C 2002 WALGP.EEIIS CRITERIA A IES 9'-0" VA WG-4 UNIT KH DOOR DETAILS AUTOMATIC SLIDING DOOR ENTRANCE DETAIL (TYPICAL) DOOR AND HARDWARE CH DUL FACILITIES PLANNING AND DESIGN KEYED NOTES KEYED NOTED 1) LOCKING HARDWARE TO USE STANDARD KEYWAYS AND CYLINDERS. LOCKING HARDWARE TO BE 9) NAME PLATES (TOILET ROOMS): COMMERCIAL GRADE A.D.A. COMPLIANT TACTILE SIGN (MEN, 200 WII-MOT ROAD DEERFIF_LD, IL KEYED IN THREE SETS: A) PHARMACY DEADBOLTS SHALL BE KEYED ALIKE. B) ALL COMBINATION WOMEN, & HANDICAPPED). SIGNS TO HAVE BRAILLE, REGULAR COPY AND PICTOGRAPH OF 647-940-2500 60015-4616 01 WALGREENS 50"W X 5"H RED DECAL SIGN, STORE ADDRESS DECAL, AND STORE HOURS SIGN BY LOCKSET OVERRIDE KEYS SHALL BE KEYED ALIKE FOR SERVICE. C) ALL OTHER STORE HARDWARE WHEEL CHAIR SIGN TO BE MOUNTED 60` A.F.F. ON WALL AT LATCH SIDE OF DOOR. 01 STEEL RAIN GUARD, DORBIN 101A, AT EXTERIOR FRAMES. WALGREENS. WITH KEYS SHALL BE KEYED ALIKE. O jj 2 SEE CONSTRUCTION DRAWING FOR LINTEL DESCRIPTION. O N/A 2) NOTE TO ARCHITECT: DETERMINING FIRE RATING OF DOORS AND FRAMES IS REQUIRED BY CODES. 10) PROTECTION PLATES: SHALL BE STAINLESS STEEL, 20 GAUGE, US32D FINISH, 54" HIGH WITH C��haci & 3 N/A LABEL DOOR IN SPACE PROVIDED. OVERLAP TYPE DOOR EDGE PROTECTORS, (STANDARD '18 GAUGE) APPLIED TO BOTH EDGES OF 03 ELASTIC SEALANT CAULK AT HEAD AND JAMBS. COLOR TO MATCH FRAME O DOOR. MANUFACTURER: ROCKWOOD; (DOOR EDGE OF DOOR ONLY. .., cterso 1, Architects (TYPICAL). 0 1 3/4" FLUSH CART BARS. 3) SEE FLOOR PLAN FOR DOOR SWINGS. 1 1) KICK PLATES: SHALL BE STAINLESS STEEL 20 GAUGE WITH US32D FINISH. 10" HIGH AND 2» F.L Corporate Certificate #AA Cg0t15lG 04 FILL HEAD AND JAMB WITH MORTAR. 4) W.O. = WALL OPENING: VERIFY WITH FLOOR PLAN. LESS THAN DOOR WIDTH. MANUFACTURED BY ROCKWOOD OR APPROVED EQUAL. (INSTALL ON 05 N/A 5) PROTECTION & KICK PLATES ON PUSH SIDE ONLY. PUSH SIDE ONLY.) O5 CONTINUOUS SHIM BEHIND DRYWALL. O IN EMERGENCY PUSH TO OPEN" DECAL (INSTALL ON MUNTIN BAR, STORE SIDE ONLY). 1220 Alden Road s O SALES AREA SIDE OF FRAME TO BE TIGHT AGAINST WALL. 6) UNLESS NOTED OTHERWISE, INTERIOR DOORS ARE WOOD, EXTERIOR DOORS ARE METAL. 12) N/A Orlando, FL 32803-2546 07 ALUMINUM THRESHOLD, (EXTENDED FULL LENGTH OF OPENING), 1/4" X 4" WIDE X CONTINUOUS 7) VISION PANELS: 8" X 12" WITH CLEAR WIRE GLASS AND DOORS "ID", "H" AND "I" CLEAR 1 ttp;/hvwNv.c-p.coin 70 WALL MATERIAL. SEE FLOOR PLAN/ELEVATION. RIBBED W/ BEVELED EDGES ACROSS MASONRY OPENING. LAMINATED SECURITY GLASS 15" X 30". PROVIDE ONE-WAY GLASS IN DOOR "H" IF OFFICE Phone (407) 228-4220 08 KEYED ENTRY SWITCH 4'-0" A.F.F. KEY SWITCH TO BE KEYED ALIKE TO THE ADAMS RITE DOOR ADJOINS SALES AREA. REMOVABLE METAL GLASS STOPS ON SECURE SIDE OF DOOR. PRIME Fax (407) 228-4219 8 SET ANCHORS PER MANUFACTURER'S SPECIFICATIONS. KEYED K LATCH. �' AND PAINT. 13) SALES AREA DOOR CLOSERS TO BE MOUNTED ON SIDE OF DOOR OPPOSITE SALES AREA. O 09 SEI4 GENERAL FLOOR PLAN FOR THIS CONSTRUCTION. SEE SHT. D-1. OTHER INTERIOR DOOR CLOSERS TO BE MOUNTED ON ROOM SIDE OF DOOR. \8) EXIT DOORS: DURING BUSINESS HOURS EXIT DOORS SHALL BE OPERABLE FROM INSIDE WITHOUT - PROJECT DATA (D CERAMIC TILE BULLNOSE TRIM 8" X 5/16" THICK. 10 STAINLESS STEEL GUIDE RAIL 30"H X 361 (CORE DRILLED). FOR SECURITY STORES, MOVE USE OF A KEY. HARDWARE FOR HANDICAPPED SHALL CONFORM TO LOCAL BUILDING CODES OR 14) GRILL SIZE - 24"W X 18"H. TYPE GUIDERAIL OUT CLEAR SECURITY GRILL BY 2" ADD 2 1/2" STAINLESS STEEL POST AT WINDOW ANSI 4.13.10 AS RULES APPLY. FIRE EXIT DOORS AND FRAMES SHALL BE U.L. "B" LABEL GENERAL SALES FOOD MARL" 10 15) WHERE PASSAGE SET REQUIRED FOR LATCHING N/A JUST INSIDE ROLLDOWN GRILL (PROVIDED BY DOOR MFR., INSTALLED BY GENERAL CONTRACTOR). RATED 1 1/2 HOURS. , USE SCHLAGE AL10S-SAT-626. NEW LOCATION rg PHARMACY SECURITY Ll 16) COMBINATION LOCKSET WITH SERVICE KEY OVERIDE: TRILOGY DL2700 BY ALARM LOCK,-NEW"LUCATION- N/A 11 RECESSED PULL HANDLE IN MUNTIN BAR, (ENTRY DOOR ONLY). 1-800-252-5625 OR POWER LEVER 1000-US26D BY CORPORATE SAFE. 1-800-761-1899. LIQUOR � 241IOUR01.ORE 12 N/A 12 BASE SET IN SEALANT TAPCON 1/4" X 1 3/4" @ 12" O.C. REMODEL 1 FIR PFIOTO OTHER 13 1/8" BENT STEEL PLATE, FULL HEIGHT, W/ 1/8" X 2" X 8" JAMB STRAPS AT 13 32" O.C. VERTICALLY. SEAL ALL AROUND. ANCHORS 18" O.C. 6" FROM ENDS -TYPICAL (USE #4 POWDER DRIVEN @ STEEL, "I/4" MS @ WOOD, 1/4' TAPCON O CONCRETE). BETWEEN SALES AND PASSAGE TO STOCK ROOM BETWEEN PI-LARMACY & PATIENT SEATING 14 JAMB GUIDES. SILL AND WEATHERSTRIP BY DOOR CONTRACTOR. 14 2X TREATED WOOD BLOCKING, FRICTION FIT INSULATION, 5/8" EXTERIOR PLYWOOD. 15 ALUMINUM THRESHOLD. SEE HARDWARE SCHEDULE, THIS SHEET, DOOR "J". 15 .050 ALUMINUM BRAKE METAL W/ MATCHING COLOR AND FINISH. 16 HARDWARE: HARDWARE: HARDWARE: HOOD FOR COILING DOOR & CHAIN DRIVE. 16 CONTINUOUS .062 OR EXTRUDED ALUMINUM SILL FLASHING, MATCH COLOR. �'_p"„ HINGES: 1 1/2" PAIR BUTTS, FBB-179 3'-4" HINGES: 1 1/2" PAIR BUTTS, FBB-179 0" HINGES: 1 1/2" PAIR BUTTS, FBB-179 17 VERTICAL WOOD REINFORCING AT JAMBS. 17 TYPICAL 1/4" BLOCKING BACKER ROD AND MATCHING SEALANT COLOR. 'f 'K 4 1/2" X 4 1/2" PC, STANLEY f_� 4 1/2" X 4 1/2" PC, STANLEY 11 4 1/2" X 4 1/2" PC, STANLEY O PULL/PLATE: 8305-8, 4 X 16', US26D. IVES ,, LOCK: COMBINATION LOCKSET. NOTE 16. /� LOCK: COMBINATION LOCKSET. NOTE 16. 18 BRUSH TYPE WEATHERSTRIP. 00 �� DEADBOLT: B660P-626, SCHLAGE. NOTE: COORDINATE FRAMES OF AUTOMATIC DOORS, WINDOW STOREFRONT, AND DRIVE-THRU CLOSER: 7702DA-M, ALUMINUM NORTON a WINDOW FINISHES TO MATCH. 1 > (0 1 >- CLOSER: 7730H, ALUMINUM NORTON ❑ BRONZE ❑ CLEAR ANODIZED ❑ OTHER ~ _I ~ USE 7703HFL FOR FIRE -RATED DOOR 1� -b- , CLOSER: 1601 BF, ALUMINUM NORTON FLOOR BUMPER: 436B, US26D. IVES ( ) -� \ �` O �7� 7 1 4" SILENCERS: RUBBER GJ64 GLYNN JOHNSON FLOOR BUMPER: 436B, US26D. IVES FLOOR BUMPER: 436B, US26D. IVES D 7 \ < 8 �-� 8 . ACTUAL - 3 - 4 1 6 - - / - 8 1/4" 4" FRAME PERMITTED HEAD AT 7" (NOM.) TYPICAL JAMB TYPICAL HEAD STUD WALL AT MASONRY AT MASONRY (JAMB SIMILAR) (D 1 I 5. 1 15 'k �NOM i ;, 17 Lo � _ n 9 1 15/16" A 1 1 7/16" , 3/4 OLOCK (PASSAGE #2 ONLY): O SILENCERS: RUBBER GJ64 GLYNN JOHNSON SILENCERS: RUBBER GJ64 GLYNN JOHNSON COMBINATION LOCKSET. NOTE 16. LABEL: 20 MIN. REFER TO 2-7, 10, 13, 15 & 16 ABOVE LABEL: REFER TO 2-7, 10, 13 & 16 ABOVE. LABEL: REFER TO 1-7, 'I 1, 13 & 16 ABOVE BETWEEN PHARMACY/EMPLOYEE ROOM/PASSAGE TO ELECTRICAL_ ROOM TO STORAGE ROOM/BOTTLE ROOM HARDWARE: HARDWARE: HARDWARE: HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/2" X HINGES: -1 1/2" PAIR BUTTS, FBB-179 INGES: 1 1/2" PAIR TTS, FBB-179 4 1/2" PC, STANLEY r3 -0 4 1/2" X 4 1/2" PC, STANLEY j` 4 1/2" X 1/2" PC, STANLEY LOCK: COMBINATION LOCKSET. NOTE 15 DEADBOLT: LOCKSET: ONE SCHLAGE AL80PD-SAT-626 C1 ONE I A - AT-626 ° (STOREROOM FUNCTION) C SR l C c B660P-626 SCHLAGE. oo I o I CLOSER: 7702DA, ALUMINUM NORTON )SE 70 L l D co CLOSER: 1601 BF, ALUMINUM NORTON r FLOOR BUMPER: 436B, U326D. IVES zi FLO BUMPER: 6B, US26D. IVES FLOOR BUMPER: 436B, US26D. IVES SILENCERS: RUBBER GJ64 GLYNN JOHNSON LENCERS: RUBBER G 64 GLYNN JOHNSON (NOM.) TOILET ROOM DOOR f' NOM. D HEAT 5" 4 <? 7 10 16 7 4 1 SILENCERS: RUBBER GJ64 GLYNN JOHNSON O YPICAL METAL STUD WALL TYPICAL SILL OA LOW-E INSULATED GLASS (TEMPERED) ONE-WAY VIEWER:698 190 ALUMINUM IVES >TFRAME (JMB SIMILAR)6 DETAILSNOTE: FOR LOCATIONS DESIGNATED AS HURRICANE AREAS, PROVIDE AND AS REQUIRED BY CODE). TINTING IS REQUIRED 1/2" = 1'-0" 1 1/2" = 1'-0" INSTALL THE FOLLOWING SIGN (11"X 6") IN THE OFFICE AND ONE EACH AT IN A SOUTHEAST/ SOUTHWEST EXPOSURE. RIBBON WINDOWS: © 1/4" CLEAR TEMPERED GLASS (BY CODE). - REVISIONS HURRICANE RATED WINDOWS SYSTEM LABEL: 20 MIN. REFER TO 1-6, 1 1, 13 & 16 ABOVE LABEL: 20 MIN. REFER TO 1-7, 1 1 & 13 ABOVE ABE REFER -TO 1-7, 1 1, & 13 ABOVE.. No. DATE BY DESCRIPTION -IMPACT GLASS- © TINTED LOW-E INSULATED GLASS. TO TOILET ROOM (WITFI STALLS) TO TOILET ROOM (W1THOUT STALLS) TO OFFICE/TRAIMNG TYPICAL METAL FRAME DIMENSIONS NO SHUTTER REQUIRED NOTE: ALL METAL FRAMES ARE WELDED REPLACEMENT GLASS TO BE PRODUCT APPROVED FOR HURRICANE PROTECTION A = 4 3/4" AT 4" (NOM.) MASONRY WALL TINT AND LOW E TO MATCH EXISTING HARDWARE: HARDWARE: HARDWARE: A = 5 3/4" AT 6" (NOM.) OR THICKER MASONRY WALL 1' 11 A = 5 3/4" AT 5" STUD WALL HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 ,�30,r HI 1 1/2" PAIR B S, FBB-179 4 HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 - 1/2" X 4 1/2" PC, STANLEY ( 1/2" X 4 L' PC, STANLEY 1/2" X 4 1 /2" PC, STANLEY A = 8 1/4" AT 7" STUD WALL (SPECIAL ORDER - ALLOW 6 _ WEEK DELIVERY) EXT�EROR ELEVAT�ON _ r� ° PULL/PLATE: 8305-8, 4" X 16", US26D. IVES � 6 � A ) a . 'LOCKSET: ONE AL53PD-SA-f-626 (ENTRY 8 ip U co I FUNCTION) 1/4" 0" ADAPT TETAIL TO PROJECT REQUIREMENTS I I LO 626 I _ PUSHPLATE: 8200, 4" X 16", US26D. IVES �D U UMPER: 36 U s S � � _`CLOSER: 1601 BF, ALUMINUM NORTON HOLD 16'-0 1/2" MASONRY ROUGH OPENING CLOSER: 160113F, ALUMINUM NORTON - LENCERS: RUBBER GJ64 YNN JOHNSON `xFL00R BUMPER: 436B, US26D. IVES 16'-0" O FLOOR BUMPER: 436B, US26D. IVES G1 I -I SILENCERS: RUBBER GJ64 GLYNN JOHNSON 7'- 0" 7'- 0» " -8 1/ S-0" SILENCERS: RUBBER GJ64 GLYNN JOHNSON 3'-0 1 3/4" 1 3/4 1 3/4" REFER TO 1-6, 9, 11, 13, & 15 REFER TO 1-6, 9, 11, 13, & "15 _ REFER TO 1-7, 11, & '13 ABOVE LABEL: 20 MIN. ABOVE BEL: ABOVE LABEL 7 TO EMPLOYEE ROOM TO EXTERIOR TO PORTER ROOM K(_:: _ -: TILl - �.-� HARDWARE: MOTION DETECTOR II EQ EQ ; !_ MOTION DETECTOR HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 AND PRESENCE SENSOR l AND PRESENCE SENSOR HARDWARE: ° 1/2" X 4 1/2" PC, STANLEY HARDWARE: (NON -REMOVABLE PIN W/ HINGES: 1 1/2" PAIR BUTTS, FBB-179 4 1/2" o SECURITY STUD) HINGES: 1 1/2" PAIR BUTTS, FBB-"179 4 l / 0 2 PANIC BREAKAWAY'` 10 ` PANIC BREAKAWAY X 4 1/2" PC, STANLEY 2'-101/" X 4 12" PC, STANLEY " / �'-0 r I SILVER LINING TECHNOLOGIES ONE SCHLAGE AL53PD-SAT-626 OUTSIDE PULL/PLATE: 8305-8, 4" X 16", U526D. IVES TO MODEL, WI/O 2000L WITH A LOCKSET: PLAN ENTRANCE D 00 R NOTE: DOORS TO BE STANDARD MORTISE CYLINDER (ENTRY FUNCTION). 9 1 /4" = 1'-0" BI-DIRECTIONAL ACTIVATING WHEN % PUSHPLATE: 8200, 4" X 16", US26D. IVES a, CLOSER: 1601 BFH, ALUMINUM NORTON APPROACHED FROM EITHER SIDE. � O FOR HIGH SECURITY STORES: CLOSER: 1601 BF, ALUMINUM NORTON MODELODEL #4945-WG6 W/ STAND. MORTISE SUBSTITUTE SECURTECFI; DAP, PANIC EXIT LOCK (c) FLOOR BUMPER: 436B, US26D. IVES CER rIFICATION AND SEAL FLOOR BUMPER: 436B, US26D. IVES CYLINDER. SILENCERS: RUBBER GJ64 GLYNN JOHNSON CLOSER: UNI P7705DA-M, ALUMINUM NORTON OSILENCERS: RUBBER GJ64 GLYNN JOHNSON THRESHOLD: 78A, 4" X 40" ALUMINUM DORBIN © I HEREBY CERTIFY THAT TF113 SWEEP: 83AL, X 40" RUBBER DORBIN PLAN AND SPECIFICATION 6 o WEATHER STRIP. 399AV, VINYL DORBIN WAS PREPARED BY ME OR N a - . ONE-WAY VIEWER: #698 190 ALUMINUM IVES UNDER MY DIRECT O Qa REFER TO 1-7, 11, 13, & 15 REFER TO "1-6, 1 1, 13, & 14 Q _a 4 X I LABEL: ABOVE LABEL- REFER -TO 8 ABOVE LABEL: ABOVE SUPERVISION AND THAT I AM e / A DULY REGISTERED 17 LOADING DOCK ACCESS TO ENTRANCE TOWER ARCHITECT OR ENGINEER HEAD UNDER S TAT OFIFLORLAWS AOF THE � I _ 13 MIN. 9" CLEAR BOTH SIDES. AS SIGNIFIED BY MY PROVIDE PERIMETER & HOOD HAND AND SEAL. WOOD DOOR GVGORY N. SIMYSON WEATHER SEALS. -� - - -- - SLOPED RECESSED 6'-0" W.O. HARDWARE: I THRESHOLD TO PULL CHAIN- CHAIN SIDE IS HINGES: 1 1/2" PAIR BUTTS, FBB-179 STORE NUMBER 06910 7 RECEIVE ROLL -UP OPPOSITE CONVEYOR. SEE FIXTURE 0„ 4 1/2" X 4 1/2" PC, STANLEY o DOOR NOT USED �-1'-O- .TALL1'-O PLAN. LOCK: DEADBOLT: B660P-626 SCHLAGE. <". <;__ PROJECT NUMBER 201157 F / 14A 1 4" MINIMUM < / JAMB 1 O --�- (DLE (H)2E ++ '�'�" INDUSTRIAL GRADE (/ 1 1 /1 1 /2 z THICKNESS) SLIDE BOLT FOR I THRESHOLD: 78A, 4" X 30" ALUMINUM DORBIN - -� PROJECT NAME PADLOCK EACH SIDE. SWEEP: 83AL,x 30 RUBBER DORBIN (S.E.C.) Orlando 17-92 &Lake Mary IW- 577 ROTECTION PLATE Ld� _ _ VISION PANEL WEATHER STRIP: 399AV, VINYL DORBIN VERLAP TYPE DOO Sanford, Florida ® EDGE PROTECTOR Relocation of store #02294, 3822 S. Orlando Dr. c� 14 SILL REFER TO "10 ABOVE DRAWING TITLE SLOPE -_ / -� STANDARD DETAILS & SPECIFICATIONS a a / ^, �' 12 REFER TO 1, 2, 4, 6 &. 13 ABOVE REFER TO 1-4, 6, & "15 ABOVE 1 D,E_>-AIL„ ` a. a j SHOWNDRAWING NO. a CAD PLOT: SCALE: AS a ? a _ a 13 DRAWN BY: VOID PLOT: 13 DETAIL _ DETAIL DETAIL DETAIL MCL "1Z STEEL DOOR DETAILS 1 1/2" = 1'-0" 1 1 1/2" =1'-0" 1 J 1 1/2" = 1'-0" 1 6 1 1/2 = 1'-0"RELEASED T'O UA-TE: 5/24/2002 4m1 2=1'-0" SUPERSEDES PLAN CONSTRUCTION: NOTE: DETAILS ARE BASED ON MASONRY CONSTRUCTION. REFER TO DATED: OF DWGS. PLAN AND ELEVATIONS. ADAPT TO ACTUAL CONDITIONS. 2002 WALGREENS CRITERIA I �l v 11 10 A =L s Lli 1 A MOTION DI TECTOR (TYP.) I x Q a 0 �! O r' -U�s O © © O = < o w o= g , ii > i f B) 1 A -°0 - A B C z E4:36 A EXTERIOR ELEVATION NOTE: (3) TAC HEAD ASSEMBLIES AND (3) HANDSETS TO BE INSTALLED. (2) TAC HEADS AND (2) HANDSETS LOCATED AT DRIVE -UP WINDOW. (1) TAC HEAD AND (1) HANDSET LOCATED AT CENTRAL PHARMACY. PARTIAL PLAN AT DRIVE-THRU WINDOW 3/4" = V-0„ iANDSET ON FE SIDE OF LOCATED IN OSITION IN N TO RTOP/WINDOW TO )OW (r'ARI F RY TYPICAL CABLE ROUTING -IER (D INTERIOR ELEVATION 3/4" = 1'-0" KEYED NOTES 02'-6" X 2'-11" X 3/4" EXTERIOR 16 TRIM RING. GRADE PLYWOOD (BOTH SIDES OF MASONRY OPENING) WITH INSULATION 17 OUTLINE OF DRAWER EXTENSION BY GENERAL CONTRACTOR. (10 5/8"). 010" DIAMETER PNEUMATIC TUBE. 18 LINTEL (AS REQUIRED) BY GENERAL 03 3-1/2" DIAMETER AIR LINES. CONTRACTOR. O CONTROL/AUDIO CABLES. 19 DRYWALL RETURN TO WINDOW FRAME BY GENERAL CONTRACTOR. O5 LIGHT FIXTURE (TYPE "Q"). SEE 20 DRAWER UNIT (WITH DROP FRONT): ELECTRICAL DRAWINGS. O6INSULATED B.R. GLASS AND INSULATION. 21AND WILSONART PLASTIC LAMINATED COUNTER 1 3/4" X 4" ALUMINUM FRAME. SHELF UNIT SUPPLIED AND INSTALL.E O7 1" ALUMINUM TRIM FRAME CAULK BY DIEBOLD. CONTINUOUS. 22 FINISH PLASTIC LAMINATE KNEE SPACE O 36" HIGH SURFACE -MOUNTED FLEXIBLE PANEL (REMOVABLE). DELINEATOR POST AS MANUFACTURED "FLEX 23 OPENING TO WIRE CHASE. BY STAKE", 2348 BRUNER LANE; FORT MEYERS, FLORIDA 339.12, 24 EasyAire - 10 POWER SUPPLY TO BE 1-941-481-3539. MOUNTED ABOVE ACOUSTICAL TILE O DIEBOLD INSULATED ALUMINUM CLAD CEILING. ELECTRICAL CONTRACTOR TO INSERT PANELS WITH 3/16" B.R. STEEL PROVIDE (1) DUPLEX OUTLET ON (1) PLATE BACKUP (FINISH TO MATCH 120 VAC, 15 AMP CIRCUIT. 10 FRAMES). AUDIO/CALL BUTTON FLUSH -MOUNTED. 25 TWO (2) DUPLEX RECEPTACLES WITH 110V, 1 PH, 15 AMP OCT. BEHIND 11 2" DIAMETER HOLES WITH GROMMET FOR KNEE WALL BY ELECTRICAL CONTRACTOR. AUDIO CABLES. 26 AUDIO UNIT WALL -MOUNTED BEHIND 12 INTERIOR UNIT. KNEE WALL. 13 PRIVACY HANDSET. (2) REQUIRED AT 27 ELECTRICAL CONTRACTOR TO STUB A 'I" DRIVE -UP WINDOW. CONDUIT 2" ABOVE FLOOR. DIEBOLD WILL PROVIDE AND INSTALL 14 000NTROL/AUDIO FINISHED WALL BY G.C. CABLES. 15 PROVIDE 4" WIDE VOID IN WALL FROM 28 CABINET SUPPLIED AND INSTALLED BY ABOVE CEILING TO BELOW COUNTER FOR DIEBOLD. WIRE CHASE. STOP CORNER FURRING BELOW COUNTER FOR ACCESS TO KNEE SPACE. GENERAL NOTES: GENERAL CONTRACTOR: SHALL PROVIDE WALL OPENINGS; B.R. FRAME, B.R. WINDOW, B.R. DEALDRAWER AND COUNTER BY DIEBOLD. PROVIDE WINDOW LINTELS AS REQUIRED AS SPECIFIED BY FHE ARCHITECT AND FINISH UP TO THE WINDOW AND COUNTERTOP UNITS. CONTRACTOR SHALL ENSURE WALL OPENINGS ARE PLUM AND SQUARE. ELECTRICAL CONTRACTOR: SHALL PROVIDE ALL BOXES, OUTLETS, & WIRING AS NOTED. VERIFY COMPUTER AND ADDITIONAL REQUIREMENTS BY WALGREENS. COORDINATE WINDOW INSTALLATION WITH: DIEBOLD, INC. MR. CORY OLSON (847) 357-3243 ALLOW 60 DAY LEAD TIME REQUIRED FOR DELIVERY. GLASS: 1 5/8" INSULATED BULLET RESISTANT GLASS. FRAME: THERMALLY INSULATED ALUMINUM TUBE FRAMES & ALUMINUM TRIM ANGLES - CLEAR ANODIZED. NOTE: MATCH STOREFRONT SYSTEM, CONTRACTOR TO VERIFY BEFORE ORDERING PHARMACY WINDOW AND DRAWER SYSTEM. PLASTIC LAMINATE: BY WILSONART FOR COUNTER -FOP, TOP, SIDE, BACK PANELS AND REMOVABLE KNEE WALL. INFILL PANELS: INSULATED ALUMINUM CLAD PANELS. AUDIO: FLUSH -MOUNTED SPEAKER UNIT WITH CALL BUTTON ON CUSTOMER SIDE PHARMACY SIDE: INTERCOM ASSEMBLY LOCATED ON COUNTERTOP. REMOTE NTERCOM LOCATED AT PHARMACIST STATION. LOCATION BY WALGREENS. NATIONAL ACCOUNTS ASSIGNMENTS: THE E.F. DAVIS DRIVE-THRU PHARMACY EQUIPMENT WILL BE USED FOR ALL LOCATIONS IN MISSOURI, ILLINOIS, INDIANA, KENTUCKY, TENNESSEE, OHIO, MICHIGAN, NORTH CAROLINA, VIRGINIA, PENNSYLVANIA, NEW JERSEY, NEW YORK, CONNECTICUT, RHODE ISLAND, MASSACHUSETTS, AND NEW HAMPSHIRE, DIEBOLD EQUIPMENT WILL BE USED FOR THE BALANCE OF THE STATES AND PUERTO RICO. SEE „A„ iZ - N FINISHED / CEILING Q COLUMN BEYOND 9 1/2 o I / I N I r- N a Oa I 9 io 4_1 to E 0 6" CONCRETE PAVING 4 4 d , FINISHED FLOOR 4 2 SECTION TYPICAL DRIVE -UP PHARMACY DETAILS KEYED NOTES 6 O PNEUMATIC TUBE TO BE FASTENED TO WALL _ ABOVE CEILING TO CONTROL MOVEMENT. 2O TRIM RING. INTERIOR UNIT. 1' - -0 1 2" \- (D WALL OPENING FOR PNEUMATIC TUBE AND AIR LINE OF CANOPY 15 LINES (2'-6" X 2'-1 1 ") PNEUMATIC FUBE SUPPORT SYSTEM BY DIEBOL CEILING N I w '\ TO SUIT BUILDING/CANOPY DESIGN. T fll o 3 CUSTOMER/INTERIOR UNIT BLOWER PACKAGE. 12 I - o D CUSTOMER UNIT-. CONCRETE A } s 80 PNEUMATIC TUBE. ISLAND-, i z �,�� OUTLINE OF DRIVE -UP WINDOW to � V O7 o o� EXTEND CONCRETE ISLAND TO BELOW FROSTLIN BELOW KIOSK. - 10 1 t 1" CONDUIT. SEE DETAIL "A" & "B" J DETAIL »A 12 ELECTRICAL CONTRACTOR TO STUD A 1" CONDI 2 ABOVE TOP OF ISLAND/FLOOR. DIEBOLD W �- PAVED 3/4" = V-0" 1 PROVIDE AND INSTALL CONTROL/AUDIO CABLES. SURFACE 13 (4) 4" DIAMETER PIPE BUMPER (SEE DETAIL C/CO.0) AROUND EasyAire-10 UNIT. SECTION AT DRIVE -UP PHARMACY 1 /4" = 1 '-0" 2� 1 /4" = 1 '-0" 14 4" DIAMETER PIPE BUMPER (SEE DETAIL 12/CO.0). 15 OUTLINE OF CUSTOMER UNIT AND BASE. 16 36"H FLEXIBLE DELINEATOR POST. /—,,\ `J'—R" Y 4'—n" SFFRVI('F A.('FSS AND d WI `..� FACILFFIE S PLANNING AND DESIGN 200 WII-.MOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden lWad Orlando, FL 32803-2546 } ltttp://www.c-p.cotn Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MARI NEW LOCATION '' PHARMACY SECURITY U LIQUOR -I 24 HOURS T t REMODEL 1 11R Pi IOI O <OTIIER NOTE: AUDIO CABLE FROM DRIVE —UP AREA TO REMOTE PHARMACY STATION MUST BE ROUTED IN 4" X 1" CHASE MINIMUM LOCATED IN 1'-8" WALL SECTION TO SIDE OF PICK—UP WINDOW AND ADJACENT "TO OPENING BETWEEN GENERAL SALES AREA AND RX WAITING ROOM (SEE SHEET AIA) IF CEILING IS PLENUM AND UNDERGROUND CONDUIT IS TO BE USED, IT MUST BE A MINIMUM I" CONDUIT TO SAME AREA. TYPICAL DRIVE —UP PHARMACY DETAILS THIS DRAWING IS INTENDED FOR INSTALLATION DETAILS FOR DIEBOLD DRIVE —UP SYSTEMS. IT IS NOT INTENDED TO BE USED FOR THE FINAL CONSTRUCTION DETAILS. SEE ARCHITECT'S DETAILS FOR ARCHITECTURAL & CONSTRUCTION DETAILS. GENERAL CONTRACTOR SHALL CROSS REFERENCE THIS DRAWING WITH THE LATESET SET OF DRAWINGS PROVIDED BY THE ARCHITECT, AND SHALL VERIFY DIMENSIONS AND DETAILS FOR EXACTNESS. GENERAL CONTRACTOR SHALL PROVIDE DIEBOLD EasyAire-10 PNEUMATIC SYSTEM AND PROVIDE ALL OPENINGS NECESSARY FOR INSTALLATION OF DIEBOLD EQUIPMENT. SEE ENGINEERING DRAWINGS FOR POWER REQUIREMENTS. GENERAL CONTRACTOR SHALL ENSURE THAT THE PNEUMATIC TUBING HAVE CLEAR PATHWAY. REMOVAL OF ANY OBSTRUCTION SHALL BE DONE AT -THE EXPENSE OF THE GENERAL CONTRACTOR. GENERAL CONTRACTOR SHALL COORDINATE WITH A DIEBOLD FIELD COORDINATOR 'TO ENSURE CLEAR INTERPRETATION OF THIS DRAWING AND TO DISCUSS DIEBOLD EQUIPMENT MODE OF INSTALLATION. ANY DEVIATION FROM THE DETAILS SHOWN ON THIS DRAWING SFTALL NOT BE MADE WITHOUT THE APPROVAL OF DIEBOLD ENGINEERING OR FIELD REP. DIEBOLD REPRESENTATIVE: MR. CORY OLSON (847) 357-3243. NOTE: D VERIFY FINISHED FLOOR AND DRIVE LEVEL RELATIONSHIP. MAXIMUM DIFFERENCE OF 6" ALLOWED FOR PROPER DRAWER USAGE. REVISIONS NO. DATE BY DESCRIPTION v CUSTOMER/TELLER UNIT BLOWER PACKAGE (TO BE LOCATED OVER ISLAND). 18 ELECTRICAL CONTRACTOR TO INS -FALL (2) NEMA TYPE L5-30R TWIST LOCK RECEPTACLES. ON (2) 120 VAC, 30 AMP CIRCUITS IN CANOPY FOR BLOWER UNITS. t g 2'-0"L X 2" DIA. PVC SLEEVE WITH CLEANOUT COVER IN CURB FACE FOR DRIVE -UP SENSOR. SEE ELECTRICAL DRAWINGS AND DETAIL 16/E4.4 20 CLOSURE OF OPENING (2'-6" X 2'-1-1") BY GENERAL CONTRACTOR. 21 YELLOW STRIPE PAINT. PROTOTYPICAL "FORWARD STAGGER" OF 2ND LANE TERMINAL AND CANOPY. DRIVE -UP LANE DIAGRAMS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT TFIIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND TFIAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF TFIE STATE OF FLORIDA AS SIGNIFIED BY MY VIAND AND SEAL %✓YEQRY N. SIVSON STORE NUME3k�_ 0697 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store 1102.294, 3822 S. Orlando Dr. ' DRAWING TITLE a FOOT DRIVE—THRU SERVICE WINUOW DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO.� DRAWN BY: VOID PLOT: MCL A4m4 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGP.EEPIS CRIrEP.IA w 2 V-6" TOP ASSEMBLY SEE TOP VI �.� fie -� 32 - L L-J-r- HE- 31 T� �lr-L�Lr�r�r'-r�r`d g� -- - - - - - - - - - - - - - - - - - - - - - -1 L--------------------------J DELEVATION 1 /4" = 1'-0" I 6 co I '-3" 3'-6" — 6'-0" 5 PLAN �ECCTION 1 /4" = IC 10'-1" F_�---------� -J L------------- I - 0 1 V-11 1/2" 3'-6" 3'-1" 3'-6" TOP VIEW 1/4" = V-0" cn %p C,t\ o — — -- TYP. 3/8» PLAN 6 CSECTION 1" = 1'-0» GLE SEE 1 O/A5.1 -rnn nr.lrl C CC'� � 4 ' V. a -I � 1=� ► I _� � �_� � 1=1 i I- ► i �=I 11=1 I I-1► �- 2 SECTION 1/2� = 1 0 i — - — —"— -. U= AND L 1 O/A5.1 1 1 SECTION» DETAIL 1/2 4 18 21 12 SECTION DETAIL 1/2 INSTALL IN LONG — k DIRECTION O- / F 6„ FOUNDATION ANCHOR BOLT DETAIL 13 V1— 1 0 3/8" TYP. 22 24 2 — TOP OF 29 FOUNDATION I + NOTE: TRIM TOP OF BOLTS AND PAINT SECTI ON DETAIL L3/4 1 if E Ej F� �E.— ELEVATION SIGN LIGHTING 1/4" GROUND ROD CONNECTION — BY ELECTRICAL CONTRACTOR. SE ELEC. DRAWINGS. NEATHERPR00F JUNCTION 30XES OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. DATA CONDUIT POWER CONDUIT SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION —BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. GROUNDING DETAIL 1 TOP VIEW DETAIL 3" = " PLAN SECTION 7 AIL V I I1t.K l VLV lolly. Z� TOTAL AREA = 67.5 SF �,f✓_N/11/ 0 0 DG�30MG�`��JG;3NJ G°�G�G°aG>3�'�1G°���1 -------------------- -� 13'-4" ELEVATION 1/4" = 1'-0" �j EQ. EQ. r�LAo 0 0 [OndWE=il GERM PG'aQG3MACY L0 - -7'-10"-- w �V-341" "DRIVE-THRU PHARMACY' HELVETICA CONDENSED COPY: 5 1/2" CAPITAL LETTER TYPE-B❑ HEIGHT AND 7'-10" OVERALL COPY LENGTH. YED IQS CAC I N ET ELEVATION -0" O ANGLE 2" X 2" X 1/4" BOX FRAME. 18 9" X 9" X 1/2" CAP PLATE. �2 ANGLE 2" X 2" X 1/4". 19 7" DIAMETER 1/4" COLUMN RINGS. O3 1/2" DIAMETER SAG ROD. 20 3" THREADED END. O 4" X 4" TUBE POST. 21 1 1 /8" DIAMETER ANCHOR BOLTS (4) REQUIRED. 5 2" X 2" X 3/16" STEEL ANGLE FRAME FOR L.E.D. 9 16" X 16" X "1 1/4" STEEL BEAM PLATE. SUPPORT (SEE FRAME SHOP DRAWINGS). 23 N/A. 0 8" X 8" X 1/2" STEEL TUBE COLUMN. 24 NON -SHRINKING GROUT IF BASE DOES NOT SHED WATER. 7O TOP OF FOUNDATION.25 3/4" DIAMETER HOLES IN EXTRUSION FOR 5/8" BOLTS OS (4) 1 1/8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL (TYPICAL). WASHERS (TYPICAL) SEE DETAIL 13/A5.1. 26 2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8" O #6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL). DIAMETER #A-325 BOLTS. BOLT TO EXTRUSION AND CAP PLATE BELOW. 10 6" X "18" ALUMINUM WEATHERPROOF DOORS (TYPICAL). 27 ANGLES 2" X 1 1/2" X 1/4" EACH SIDE BOLT TO 2" X 01 0 5/16" ROUND HOLE FOR 1 1 /8 DIAMETER ANCHOR 2" ANGLE. BOLTS. (4) WITH 3/8" STEEL WASHERS. 28 ANGLES 1 1/2" X 1 1/2" X 3/16" 12 2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT. 29 LEVELING NUTS AND WASHERS. 13 LAMPS 36" TYPICAL 13" ON CENTER (9) REQUIRED. 30 8" CMU 14 SIGN FACE. 31 7-5/8" X 2-1/4" BRICKETTE 15 BREATHER PANEL (COVER). 32 2X4X10 C:MU CAP 16 (2) NEW LED READER BOARD PANELS MOUNTED ON EACH SIDE OF THE PYLON. t� PRIMARY SIGN PlE�L. SIGN SPECIFICATIONS THIS SIGN WORK SHALL CONSIST OF THE CONSTRUCTION AND "WALGREENS" EXTENDED SCRIPT COPY: '1 14" CAPITAL AND � INSTALLATION OF ONE NEW DOUBLE-FACED READERBOARD 8" LOWER CASE LETTER HEIGHTS; 16" OVERALL COPY MONUMENT SIGN. SIGN POWER, FOUNDATION BRICK BASE HEIGHT AND 9'-3" OVERALL LENGTH. AND COLUMNS BY LANDLORD. WALGREENS' SIGN FACES AND CABINETS BY WALGREENS' SIGN CONTRACTOR. "DRIVE-THRU PHARMACY HELVETICA MEDIUM COPY: 5" CAPITAL LETTER HEIGHT AND 7'-10" OVERALL COPY LENGTH. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING SIGNAGE TO 100 SQ. FT. AND A MAXIMUM SIGN HEIGHT OF DARK BRONZE FINISH ALUMINUM CABINETS FROM .063" THICK 15'-0". CODE MANDATES USE OF BRICK BASE W/ PLANTER. STOCK. WALGREENS' PRIMARY PANEL SIGN FACES FABRICATED FROM INTERNAL C.W.H.O. FLUORESCENT ILLUMINATION. 3M PANAFLEX, W/ ##830-53 "CARDINAL RED" BACKGROUND ##830-36 "BLUE" MORTAR AND PESTLE: WHITE STARS COPY. ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN LED READERBOARD PANEL: TWO SIDED PANEL CONSTRUCTION FABRICATION. FROM NOMINAL 11' BY 11" STANDARD TILES WITH RED LED READERBOARD PANEL IS SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS' PIXELS THICKNESS OF TWO -SIDED 23". PANEL HEIGHT ALLOWS FOR THREE (3) LINES OF COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. COPY. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY PROVIDE TWO (2) CONDUITS TO PYLON: ONE FOR LIGHTING TO INSTALL THE SIGN. CIRCUIT. THE OTHER FOR COAXIAL CABLE FROM CONTROL SIGN CONTRACTOR SHALL FURNISH (2) TWO SETS OF SHOP CENTER TO LED READERBOARD. PROVIDE 300' COAXIAL DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE CABLE FOR SIGN. FABRICATION. THE MORTAR AND PESTLE SYMBOL: V-3"" OVERALL SYMBOL ALL SIGNS TO BE FARBRICATED ACCORDING TO THE HEIGHT AND 1'-5" OVERALL SYMBOL WIDTH. UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. STRUCTURAL GENERAL NOTES SPECIAL NOTES 1) ALL ALUMINUM SURFACES IN CONTACT WITH STL EL 1. SIGN MANUFACTURER TO SUBMIT ACTUAL SHOP SHALL RECEIVE ONE COAT OF BITUMASTIC PAIN DRAWINGS TO PERMIT AGENCY DURING PERMIT 2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36. SUBMISSION. 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE Sc 2 THESE DRAWINGS ARE DESIGN DEVELOPMENT IN NATURE MANUAL, LATEST EDITION. TO ILLUSTRATE SIZING, LOCAL CODE DESIGN INTENT FOR 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RUST SIGN MANUFACTURER. INHIBITIVE PAINT. 5) TOTAL SIGN WEIGHT = 2300 LB. (INCLUDING ALL STRUCTURAL SUPPORT MEMBERS). 6) DESIGN WIND PRESSURE = 30 LB./SQ. FT. 7) MINIMUM CONCRETE STRENGTH TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. 9) ALLOWABLE SOIL PRESSURE 2500 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, II- 847-940-2500 60015-4616 Cu11��ci Peterson, .A:rclAtects FL Corporate CertiCcate HAA C000526 1220 Alden Road Orlando, FL 32803-2546 http:/hvrvlv.c-p.coni Phone (407) 228-4220 Fax (407) 228-4219 PROJECTDATA TYPE GEN�ALE�� FOOD MART NEW LOCATION - PHARMACY SECURITY Fxi� rLc Rai rNFWN LIQUOR 24 HOUR S TORE REMODEL 1 1 IR PHOTO 0Il IER REVISIONS U. DATE BY DESCRIPTION 7-2.02 D'E'B'-'i WALGREENS COMMENTS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICKI-ION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. t nl STORE NUMBER 06970 PROJECT NUMBER 201157 � PROJECT NAME (S.E.C.) Orlando '17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE MONUMENT SIGN DETAILS (67.5 SD. FT.) CAD PLOT: SCALE: AS 31-IOWN DRAWING NO DRAWN BY: VOID PLOT: DEB A5.1 RELEASED TO DATE: 6/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGREENS CPIFERIA e 2436 , ^� 2 1 4 I � 2 3 1 ELEVATION 1/4" = 1'-0" o 4,1 2436 code:a51—b070108 TOP ASSEMBLY SEE TOP VIEW - TOP ANGLE SEE DETAIL 1O/A5.1 a. a III 2 SECTION 1/2" = 1'-0" FUSION AND CAN all.. 1 O/A5.1 8_SLECTION DETAIL 1 /2" = 1'-0" 4 18 21 12 SECTION DETAIL INSTALL IN LONG `—. - + DIRECTION OF FOUNDATION 6 8&4Cf-TOR BOLT DETAIL_1 = 1 —0 29 i 1 + 7 SECTION D ETAI L 3/4" = V-0" 3 8 TYP. TOP OF FOUNDATION NOTE: TRIM TOP OF BOLTS AND PAINT Q0 I 5'-4" ELEVATION SIGN LIGHTING 1/4 = 1 '-0" GROUND ROD CONNECTION — BY ELECTRICAL CONTRACTOR. SE ELEC. DRAWINGS. WEATHERPROOF JUNCTION BOXES OVER HAND HOLES BY SIGN CONTRACTOR. LOCATE TOP AND BOTTOM OF COLUMNS TO PROVIDE ACCESS TO WIRING. DATA CONDUIT POWER CONDUIT SEPARATE DATA AND POWER INTO DIFFERENT STEEL TUBE COLUMNS. ROUTE GROUND CONDUCTOR IN COLUMN W/POWER (FOR EXISTING CONDITIONS, SEE ABOVE). ALL CONDUCTORS SHALL BE PROVIDED W/6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION —BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. GROUNDING DETAIL 10 TOP VIEW DETAIL 3 = 1 —0' 3 PLAN SV_OECTI 0 N qIL OTHER COLUMN. 5'—4" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 8 SF tl�laci yz Peterson Architects ..j 9 _ �iFFL, Corporate Certificate #AA C000526 TOTAL =n >, z< 49.3 SF 4'-8" EQ. }> a) TENANT SIGNS) d 1220 Alden Road BY OTHERS Q - Orlando, FL 32803-2546 41.3 SF o �� -� http://www.c-p.com Phone (407) 22.5-4220 ;n c� 5�-4 Fax (407) 218-4219 3'-7 3/8" PROJECT DATA _ L GENERAL SALES "DRIVE—THRU PHARMACY" HELVETICA TYPE* '• FOOD MART EL CONDENSED COPY: 5 1/2" CAPITAL LETTER TYPE—B❑ NEW LOCATION PHARMACY SECURITY c i HEIGHT AND 7'-10" OVERALL COPY LENGTH. -ter LIQUORL 24 HOUR STORE �- �sJ—! REMODEL 1 I IR PHOTO 0ITIER °c 5-4" — E L EVAT I O N (D_CAPINET E l._ EVAT I O N 1 /4 = 1 —0 1 /4 = 1 —U' O1 ANGLE 2" X 2" X 1/4" BOX FRAME. 18 9" X 9" X 1 /2" CAP PLATE. O ANGLE 2" X 2" X 1/4". 19 7" DIAMETER 1/4" COLUMN RINGS. O3 1 /2" DIAMETER SAG ROD. 2U 3" THREADED END. O 4" X 4" TUBE POST. 21 1 1 /8" DIAMETER ANCHOR BOLTS (4) REQUIRED. O 2" X 2" X 3/16" STEEL ANGLE FRAME FOR L.E.D. 22 16" X 16" X 1 1/4" STEEL BEAM PLATE. SUPPORT (SEE FRAME SHOP DRAWINGS). 23 N/A. O6 8" X 8" X 1/2" STEEL TUBE COLUMN. 24 NON —SHRINKING GROUT IF BASE DOES NOT SHED WATER. 07 TOP OF FOUNDATION. 25 3/4" DIAMETER HOLES IN EXTRUSION FOR 5/8" BOLTS O (4) 1 1 /8" DIAMETER ANCHOR BOLTS WITH 3/8" STEEL (-TYPICAL). WASHERS (TYPICAL) SEE DETAIL 13/A5.1. 26 2" X 2" X 1/4" ANGLES EACH SIDE WITH (2) 5/8" O ##6 BARS TOP AND BOTTOM 12" O.C. EACH WAY (TYPICAL). DIAMETER ##A-325 BOLTS. BOLT TO EXTRUSION AND CAP 10 6" X 18" ALUMINUM WEATHERPROOF DOORS (TYPICAL). PLATE BELOW. 27 ANGLES 2" X 1 1 /2" X 1/4" EACH SIDE BOLT TO 2" X 11 1 5/16" ROUND HOLE FOR 1 1/8 DIAMETER ANCHOR 2" ANGLE. BOLTS. (4) WITH 3/8" STEEL WASHERS. 28 ANGLES 1 1 /2" X '1 1 /2" X 3/16" 12 2 1/4" ROUND HOLE FOR ELECTRICAL CONDUIT. 29 LEVELING NUTS AND WASHERS. 13 LAMPS 18" TYPICAL 13" ON CENTER (5) REQUIRED. 30 8" CMU 14 SIGN FACE. 31 7-5/8" X 2-1/4" BRICKETTE REVISIONS 15 BREATHER PANEL (COVER). 32 2X4X10 CMU CAP NO. DATE BY DESCRIPTION 16 (2) NEW LED READER BOARD PANELS MOUNTED ON EACH 33 7-2-02 DEB WALGREENS COMMENTS SIDE OF THE PYLON. LAMPS 72"TYPICAL 13" ON CENTER REQUIRED. 17 PRIMARY SIGN PANEL. SIGN SPECIFICATIONS THIS SIGN WORK SHALL CONSIST OF THE CONSTRUCTION AND ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED IN THE INSTALLATION OF ONE NEW DOUBLE—FACED READERBOARD FIELD BY THE SIGN CONTRACTOR PRIOR TO SIGN MONUMENT SIGN. SIGN POWER, FOUNDATION BRICK BASE FABRICATION. AND COLUMNS BY LANDLORD. WALGREENS' SIGN FACES AND CABINETS BY WALGREENS' SIGN CONTRACTOR. SIGN CONTRACTOR SHALL BE RESPONSIBLE FOR SIGNS' COMPLIANCE TO ALL APPLICABLE CODES AND ORDINANCES. LOCAL SIGN CODE LIMITS THE FACE AREA OF FREESTANDING SIGNAGE TO 8 SQ. FT. SIGN CONTRACTOR SHALL OBTAIN ALL PERMITS NECESSARY -TO INSTALL THE SIGN. WALGREENS' SIGN FACES TO BE FABRICATED FROM RUHM & HAAS ##7328 WHITE IMPACT FACES TO HAVE REDD SIGN CONTRACTOR SHALL FURNISH (2) TVA/0 SETS OF SHOP BACKGROUND WITH WHITE COPY AND STARS; BLUE MORTAR DRAWINGS FOR APPROVAL TO THIS OFFICE BEFORE AND PESTLE, FORMATTED WITH 3M ##3630-53 "CARDINAL FABRICATION. s RED" AND 3M #3630-36 "BLUE" SURFACE APPLIED VINYL ALL SIGNS TO BE FARBRICATED ACCORDING TO THE FILMS. UNDERWRITERS LABORATORIES SPECIFICATIONS AND TO BEAR UL LABELS. "WALGREENS" EXTENDED SCRIPT COPY: 54" CAPITAL AND 4" LOWER CASE LETTER HEIGHTS; 8" OVERALL LENGTH. PROVIDE DISCONNECT SWITCH ON EXTERIOR OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL CODES. "WALGREENS" EXTENDED SCRIPT COPY: 114" CAPITAL AND 8" LOWER CASE LETTER HEIGHTS; 16" OVERALL COPY HEIGHT AND 9'-3" OVERALL LENGTH. "DRIVE—THRU PHARMACY HELVETICA MEDIUM COPY: 5" CAPITAL LETTER HEIGHT AND 7'-10" OVERALL COPY LENGTH. ' DARK BRONZE FINISH ALUMINUM CABINETS FROM .063" THICK STOCK. W.H.O. FLUORESCENT ILLUMINATION. STRUCTURAL GENERAL NOTES 1) ALL ALUMINUM SURFACES IN CONTACT WITH STEEL SHALL RECEIVE ONE COAT OF BITUMASTIC PAINT. 2) ALL STRUCTURAL STEEL SHALL BE ASTM A-36. 3) ALL STRUCTURAL STEEL SHALL COMPLY WITH THE A C MANUAL, LATEST EDITION. 4) ALL STEEL SHALL RECEIVE ONE SHOP COAT OF RU` INHIBITIVE PAINT. 5) TOTAL SIGN WEIGHT = N.A. 6) DESIGN WIND PRESSURE = 30 LB./SQ. FT. 7) MINIMUM CONCRETE STRENGTH -TO BE 3000 P.S.I. 8) REINFORCEMENT STEEL TO BE ASTM A-615 GR 60. 9) ALLOWABLE SOIL PRESSURE 2500 P.S.F. 10) SIGN AND FOUNDATION MUST CONFORM TO LOCAL BUILDING CODES, WIND AND SOIL REQUIREMENTS. SPECIAL NOTES 1. SIGN MANUFACTURER TO SUBMIT ACTUAL SHOP DRAWINGS TO PERMIT AGENCY DURING PERMIT SUBMISSION. 2. THESE DRAWINGS ARE DESIGN DEVELOPMENT IN NATURE TO ILLUSTRATE SIZING, LOCAL CODE DESIGN INTENT FOR SIGN MANUFACTURER. CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANDTHAT I AMA o DULY REGISTERED i4( ARCHITECT OR ENGINEER UNDER THE LAWS OFTHE HE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND DEAL. GREGORY N. JSIMPSON STORE NUMBER 06970 PROJECT NUMBER 201157 . PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store 1102294, 3822 S. Orlando Dr. DRAWING TITLE OFF SITE MONUMENT SIGN DETAILS LOT ##4 CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: DEB A5.1 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 IdALr,REDIS CRIrEP.IA 3 SIGN INSTALLATION DETAILS CLEARANCE SIGN s.(�- Y INDIVIDUAL LETTER SIGNS BOX SIGNS WINDOW S - FACILITIES PLANNING AND DESIGN RED 2793 PLEXIGLAS FACE SIGN CABINETS FROM .063" PRICK DARK BRONZE 1 2UU WILMO f ROAD DEERFIELD, IL HELVETICA MEDIUM CHANNEL FINISH ALUMINUM; 3" WIDE CABINET RETURNS. O ELECTRONIC POWER SUPPLY CABLE TO RUN - '� LINE OF B7-J4U-25UU 6U015-�61G 1V-4" LETTERS. PRE -FINISHED METAL, C.W.H.O. FLUORESCENT ILLUMINATION. CONCEALED BEHIND OR WITHIN WINDOW ( w^ 2 �'-0" CANOPY( DARK BRONZE ALUMINUM FILLER. MULLIONS WHERE POSSIBLE. l �;, �1:L�1�1C;1 � M /� ��n � M 3` 3 J .7C - 7 CO �° Wli-�Lfi11JUl1G �� lJ BACKS OF LETTERS .125 ALUMINUM I� _0 5 -0' 3 (�� �-soils Architects O2 STAINLESS STEEL SUSPENSION CABLE TO O I 3 R — _ � � PLATE. i`1--� 121 011 CLEARANCE b' CEILING STRUCTURE AS UNOBTRUSIVELY AS i 4 Ln FLCorporate Certiticate#AAC000526 0 ROVE TJ G'JHU f[aL�/ h9H&%c-T � ��q11 POSSIBLE. _ w _ i.- 1 FOR ELECTRICAL DATA & DETAIL N ----� — - -- ,� 15.1 SF SEE SPECIFICATION. PROVIDE (1) 5 TIMER FOR O3 ILLUMINATED SIGN. z <« 15 AMP CIRCUIT ON T 5 SIGN DATA: z �� 1220AIdenRoad EACH SIGN. q EQ EO %'j w I > Orlando, FL 32803-2546 "' SIGN PANEL FROM .063" THICK ALUMINUM WITH HEMMED EDGES. FACE o 1, Q 34.0 SF 10.0 SF O TRANSPARENT STAND-OFF BUM WITH RUBBER %�� i c' http://WWw.c-�.cout i ! TO BE YELLOW WITH 4' HIGH BLACK 1IELEVETICA MEDIUM CAPITAL LETTER o Phoue (407) 228-4220 TIP AS REQUIRED. WINDOW ELEVATION COPY. BACKGROUND SURFACE COATING TO BE 3M "SCOTCHLITE" 1 5 WINDOW GLASS SURFACE. ,��; , o FaY (407) 228-�1219 O / REFLECTIVE FILM, YELLOW �580-71. SUSPEND SIGN ON ONE LINK OF � 12 -6 #830-53 CARDINAL RED PANAFLEX ��830-53 CARDINAL RED PANAFLEX CHAIN FROM CANOPY CEILING. /�� f-'ROJE�C i� DA - �toMf�? ltJ ll�ll��� FACES WITH WHITE CAPITAL FACES WITH WHITE HELVETICA O WALL CONSTRUCTION. _ TYPE IJ ll�ltl-tl l!-1J HELVETICA MEDIUM COPY. MEDIUM COPY. - GENERAL SALES w, FOOD MART EXTERIOR j / I INTERIOR 8 CLEARANCE SIGN NEW LOCATION ;,. PHARMACY SECURITY 1 "DRIVE THRU PHARMACY":10" "EXIT":10" CAPITAL LETTER HEIGHT 7 ' - " LENGTH. WINDOW SECTION 3/4 1 -U t' DR uc�uoR 24 rlouR STORE 2 NOT USED ® 3 CAPITAL LETTER HEIGHT AND 15 -0 AND 2 6 OVERALL 16.7 SF OVERALL LENGTH. REMODEL 1 HR PHOTO ja OTHER ENTRANCE TOWER MORTAR AND PESTLE PLACEMENT a I WORK RESPONSIBILITY ❑ EQ 5'-2" EQ ALL EXTERIOR BUILDING SIGNS SHALL BE FURNISHED AN INSTALLED BY WALGREENS SIGN CON TRACTOR. ALL OTHER RELATED WORK INCLUDING SIGN SUPPORTS o AND ELECTRICAL POWER SUPPLY SHALL BE PER SIGN l i SPECIFICATIONS - THIS SHEET. ' T k-, raww"WALGREENS" MONUMENT SIGN \ ALL FINAL CONNECTIONS MADE BY SIGN CONTRACTOR. SEE SHEET A5.1 Zz o w BANNER BY WALGREENS SIGN MANUFACTURER 201 uj K) sr I1 CONSTRUCTION SIGN z 9 W E N.T.S. o a I rr EXTERIOR SIGN DETAILS RED SCRIPT SIGN DATA ❑ 11 26'-8 1 /2" LENGTH r� 13' -10 1 /2" IF ROUGH WINDOW OPENING HEIGHT DOES SOUTHERN PROTOTYPE ENTRANCE TOWER NEON DETAIL NOT MATCH DIMENSION SHOWING, CONTACT 3/8" _ V-0" WALGREENS FOR CORRECT PLACEMENT. EQ 4'-0" EQ REVISIONS WHEN 2X BLOCKING IS USED, BLOCKING OUT -TO -OUT DIMENSION IS EQUAL TO NO. DATE BYDESCRIPTION � THE LOWER CASE DIMENSION. EXTERIOR SCRIPT SIGN KEYED NOTES 7-2-02 DEB WALGREENS COMMENTS i g 2"/ / /� O1 SIGN SUPPORTS - GENERAL CONTRACTOR O CLEAR RED NEON TUBE ON RED SIGNS. SHALL FURNISH & INSTALL SUPPORTS WHERE o � \ STUD TYPE FRAMING OCCURS. BACK SIDE 125 ALUMINUM BACK. OF WALL SHALL REMAIN OPEN UNTIL ALL N !WORK IS COMPLETED. 0 "L' MOUNTING CLIPS. / (� ELECTRICAL & SIGN REFERENCE: SPECIFICATIONS ON THIS SHEET. �— O TRANSFORMERS IN LETTERS WHERE SPECIFIED. O CONDUIT & HOUSING THRU WALL - SIGN 10 SEE ARCHITECTURAL DRAWINGS FOR MATERIAL. CONTRACTOR SHALL BE RESPONSIBLE FOR { I ,/ LOCATION AND INSTALLATION THRU WALL. t 1 GLASS TUBE SUPPORTS. 10 REFERENCE: SPECIFICATIONS ON THIS SHEET. \ 4 SSS MACHINE SCREWS 6" ON CENTER.UD L__J i//I I _ jj O3 EXPANSION ANCHOR TOGGLE OR EPDXIED v, . / 1 STUD TO ANCHOR "L" CLIP TO WALL NOTE: PROVIDE CONDENSATION DRIP DRAINS AT 9 I cr SURFACE. USE CLEAR SEALANT AT BUILDING BOTTOM OF ALL LETTERS. J t FACE. o NOTE: SEALANTS FOR OPENINGS ARE TO BE J COMPATIBLE WITH THE MATERIALS THEY O4 .063 ALUMINUM FILLER - DARK BRONZE 2CONTACT. CONSULT FINISH FLUROPAN EI -------------------------------------------- I XTERIOR OF LETTER, f ` AND MANUFACTURER FOR RECOMMENDED FLUROPAN WHITE INTERIOR. SEALANTS. � I� 3/16" PLEXIGLAS. WALL FRAMING BY GENERAL CONTRACTOR I � - l R SCRIPT SIGN _,_C, _ , ,� ;,/;,:. AREA COMPUTATIONS FO BOUNDARY SIGN LENGTH 26 -8 1/2' SOUTHERN PROTOTYPE WALL OPENINGS LAYOUT CERi If=1CAf ION AND SEAL 55.79 TYPICAL SECTION THROUGH SIGN 3" = 1'—O» I HEREBY CERTIFY THAT '(HIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR ECT SIGN SPECIFICATION UNDERSUPERVISION MY AND SUPERVISION AND THAT I AM NOTE: A DULY REGISTERED 3. SIGN CONTRACTOR: 1. GENERAL CONTRACTOR SHALL. ARCHITECT OR ENGINEER A. THIS CONTRACTOR SHALL COORDINATE ALL WORK. NOTIFY ELECTRICAL A. FOLLOW DRAWINGS & SPECIFICATIONS OF SIGNS AND USE TEMPLATES MANUFACTURE AND INSTALL ENTRY WAY WALL GRAPHICS FOR UNUERTFIELAWSOFTIiE OF APPROVED DIMENSIONS, CONTOURS, SHAPES AND WITH ELECTRICAL ENTRANCE TOWER. MORTAR & PESTLE TO BE ��3630-36 "BLUE" STATE OF FLORIDA CONTRACTOR & SIGN CONTRACTOR AS SOON AS POSSIBLE AFTER THE SIGN WALL OR STRUCTURE IS IN PLACE. GENERAL CONTRACTOR COMPONENTS & CAPACITIES AS SPECIFIED. SURFACE APPLIED VINYL FILM WITH OUTLINE BLUE NEON. INSIDE AS SIGNIFIED AL MY SHALL NOT CLOSE UP THE BACK SIDE OF WALL UNTIL ELECTRICAL STARS TO REMAIN WHITE WITH OUTLINE WHITE NEON. OUTSIDE HAND AND SEAL. CONTRACTOR & SIGN CONTRACTOR HAVE COMPLETED THEIR WORK. B. SIGN CONTRACTOR SHALL FURNISH FOUR SETS OF SHOP DRAWINGS TO STARS TO BE #3630-53 "RED" SURFACE APPLIED VINYL FILM C�REGORY N. a�PIIPSO�I WALGREENS FACILITIES PLANNING DEPARTMENT FOR REVIEW AND WITH OUTLINE RED NEON. TRANSFORMERS TO BE REMOTE STORE Nl1MBFF B. CONCEALED SIGN SUPPORTS: GENERAL CONTRACTOR SHALL PROVIDE APPROVAL PRIOR TO FABRICATION. MOUNTED BEHIND WALL WITHIN RECESSED TRANSFORMER OJ-IO CONCEALED CONTINUOUS WOLMANIZED STRUCTURAL GRADE WOOD SIGN HOUSING. ALL PER SKETCH TO BE APPROVED BEFORE SUPPORTS WHERE STUD OR RAFTER TYPE FRAMING OCCURS. C. SIGN CONTRACTOR SHALL CONSTRUCT SIGN IN COMPLIANCE WITH ALL CONSTRUCTION. PF�(?�EGT NUMBER �01'157 APPLICABLE CODES AND ORDINANCES, AND ACCORDING TO 1, WHERE SCRIPT SIGNS ARE SHOWN, PROVIDE 2 CONCEALED UNDERWRITERS LABORATORIES SPECTIFCATIONS AND TO BEAR U.L. BACKGROUND WALL AND ALUMINUM PLATES TO BE PAINTED PROJECT NAME 2 X 6 MEMBERS AT TOP AND BOTTOM OF SCRIPT FOR ALL LABELS. SIGN CONTRACTOR SHALL OBTAIN ALL STATE AND MUNICIPAL "DECORATOR WHITE". '-8 3 PERMITS NECESSARY TO INSTALL SIGN(S). (S.E.C.) Orlando 17-92 & Lake Mary SIGNS UP TO 20'-8 3/4" . SCRIPT SIGNS OVER 20 4" / PROVIDE 2 CONCEALED 2 X 8 MEMBERS AT TOP AND BOTTOM _ _ Sd11fUrCi, Florida PR SIGNS. 4. SIGN INSTALLATION AT BUILDING FACE WORK BY SIGN CONTRACTOR: ENTRANCE >-OW LR NEON SIGN D E CAI LS Relocation of store #02294, 3822 S. Orlando Dr. 2. WHERE BOX SIGNS ARE SHOWN, PROVIDE 2 CONCEALED A. SIGN CONTRACTOR SHALL ESTABLISH CENTER LINE OF SIGN WALL. 1 O MEASURE LOCATION OF 2 X 6 MEMBERS AT TOP AND BOTTOM OF SIGNS. EACH ELECTRIC LEAD FROM THE CENTER DRAWING TITLE 3. WHERE INDIVIDUAL LETTER SIGNS ARE SHOWN, PROVIDE 2 OUTWARD. PROVIDE 1/2" GALVANIZED CONDUIT AND HOUSING THROUGH EXTERIOR SIGN DATA CONCEALED 2 X 6 MEMBERS TOP AND BOTTOM OF SIGNS, 1 1 /4" GROUND HOLES. LET THREADED CONDUIT PROJECT THROUGH WALL 1 1/2". DRAWING NO. CAD PLOT: SCALE: AS SHOWN 2. ELECTRICAL CONTRACTOR: B. SIGN CONTRACTOR SHALL PROVIDE A DISCONNECT SWITCH ON EXTERIOR THIS CONTRACTOR SHALL PROVIDE ONE MAIN ELECTRIC SERVICE PANEL OF SIGN FOR EACH CIRCUIT TO COMPLY WITH STATE AND LOCAL DRAWN BY: AND FEEDS TO THE BACK SIDE OF SIGN WALL. ELECTRICAL CODES. EACH SIGN SHALL BE ACTIVATED BY APPROVED PHOTO CELL VOID PLOT: CONTRACTOR SHALL PROVIDE CONDUIT, FEED AND JUNCTION BOXES AND TIME SWITCH WITH MANUAL OVERRIDE SWITCH. ELECTRICAL MCL A n ALONG BACK SIDE OF SIGN WALL. PROVIDE JUNCTION BOXES FOR CONTRACTOR TO FURNISH PHOTO CELL, TIME SWITCH, AND MANUAL EACH LOCATION APPROXIMATELY WHERE SIGN CONTRACTOR WILL OVERRIDE SWITCH. RELEASED TO DATE: 5!L4I2002 PROVIDE CONDUIT HOUSING THROUGH WALL. PROVIDE ELECTRIC SUPERSEDES PLAN SERVICE CAPACITIES AND CIRCUITS AS SHOWN ON ELECTRICAL CONSTRUCTION: DATED: OF UWGS. DRAWINGS. 2002 WALGREENS CRI7ERIA 2436 RED PLEXIGLAS #2793 FACE SIGN LENGTH ROWS RED NEON TRANSFORMER LOWER CASE LETTER CAPITAL LETTER TOP W BOTTOM 9 AREA SQUARE FEET WEIGHT IN LETTER REMOTE 26'-8 1 /2" 2 ✓ 24 34" 45.375 55.79 434 % f A;��Lrj� p a-, �­�i x; j .7 J; Z� j !7 7, or 'j -p IN Q,- "AND D FACILITIE&P.tA NN MGN ?; 200 WILMOT ROAD'_ DEERFIELD, GONERAL SMUCTUFRAL NOTS$ '2500, 847-940- OQ15-461 TE/ALTEFNATIVE Affi ALT AILTERNA Act AMERICAN CONCRETE,jN5TITUTE J AMERICAN INSTITUTE OF STEEL CCN5TR�UCTION A16C TEEL INSTITUTE Nterson� 4151 AMERICAN IRON AND 6 -IETY FOR TESTING AND MATERIALS ruW CaUfl t �A A5TM AMERICAN 80e Q1. 5LA55,JOI$T6 AND BEAMS SHALL HAVE NO HORIZONTAL JOINT$. -AN WELDING SOCIETY ALL* AMERIC LIGHT GAGE MRAMING. 4 TFRIJI2696 A5 ANCHOR BOLTS 6TF�UCTURAL W.F;J< SWALLBE IN.AcCORDANCE WITH THE FLORIDA EWILPIW;s CODE 2001, As REINFORCING BAR$ -SWALL CONFORM To A5TM A-615, GRADE 60. POPTEPANP e�UPPLEMENTED BY LOCAL REGULATIONS. ARCH A ARCHITECTURE/ARCHITECTURAL LIGHT 646E 5HA F. WELDED WIRE FABRIC SHALL CONFORM TO A5TM Ate5 �1,1_ BE SAME DIMENSION AS CALLED ON ARCHITECTURAL DRAWINGS. BP 1220 Alden Roud BASE PLATE/5EARING PLATE -r AN 5. THE CONTRACTOR SHALL vERiF V BE RESPON515LP FOR ALL DJMEN$ICN5 AND CONDITIONS AT BRG BEARING Orlando, FL 32803-2546, rE AND SHALL NOTIFY THE ARCHITECT OF DISCREPANCIES BETWEEN THE ACTUAL -MANUFACTURE THE 61 G. CONCRETE REINFORCM FIBERS SHALL 15E p 5 5 F<M BM Y F1 E E5W OR BEAM GRACE PRODUCTS. NO,SUB5T1TUTION5. CONDITIPN5,ANPINFORMATION SHOWN ON THE PRAWIN(5S BEFORE FROICEEPIWz WITH THE WORK. B. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE EQUAL TO A MINIMUM OF &-INCH 15 GA. WITH 16 GA. TRACK. 5LK BLOCK http1/wwwx-p.eom B/ BOTTOM OF Plione (407) 228-4220 BLDG OUILDIWz ANL 11FICATIONS REPRE5ENTTHE:C.OMPI_ETE DESIGN OF THE SHOWN ON THE DRAWIW_i6. WHERE Cd4TINUCU5 REINFORCING C. THE CON�TRAC.T,5TkiCTURAL DRAWING$ H. SPLICE REINFORCING ONLY WHERF_ C. 5TUD, TRACK AND ACCE-55ORY DESIGNATIONS ARE BASED UPON UNIMA5T INCORPORATED CATALOG. F (407)228- 5TJ BOLTED TIE J015T 4219, 5TF;�ucNKE:,,,THE-Y,,.b6 NOT INDICATE THE MET�Or,>,$OF CONSTRUCTION UNLESS i�,o STATED OR 15 CALLEr_> OUT, SUCH REINFORCING MAY BE SPLICED WHERE APPROVED BY THE ENGINEER MINIMUM YIELD 5TREW.3TI­1 FOR 10e4- A. STUDS $WALL BE 33 K51t, ALL TRACK SHALL BE 3.3 K51. WIND NOTED.'­-THF_ CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY -to FRI C>TE(;:.T THE REINF. BARS SHALL NOT BE WELDED. CANT CANTILEVER WRAPS AIRE BASED UPON THE USE OF 40fi�00 P51 FY MIN. WOF"EN OR OTHER PERSONS DURING CCNSTRUqTlptt,�.�$UCH ME45URE$'6HALL INCLUDE BUT CL CENTERLINE PROJECT DATA ROT BF- 0MITEPTC? BRACING,. 5HCRIW5 FOR EARTH, BANKS; FORMS, SCAFFOLDING, PLANKING, AT CHANGES IN DIRECTION'OF CONCRETE WALL5 AND BEAMS, PROVIDE COF;1,4ER BARS Of SAME '-]No Ae, HORIZONTAL STEEL. CLIR SAFETY NETS, SUPPORT AND 5RACIW., FOR CRANES'MP61N P,!�LES. 51ZE AND 5PAC TYPE D. ALL 5TUD6, TRACK BRIDGING AND ACCE555ORIE5 SHALL BE F COL COLUMN GENERAL SALES FOOD MART ORMEr_> FROM STEEL HAVING A G-roo CONC CONCRETE :P. THE CONTRACTOR SHALL PROVIDE TEMFORART� ERECTION 5 CIW_, AND 5HOkIW_,O ALL J. PROVIDE STANPARD HOOKS FOR ALL TOP REIN.FCRCIW,3 BARS AT DISCONTINUOUS ENDS. HOOKS GALVANIZED COATING MEETING THE REQUIREMENTS OF A.5.T.1-t A525. F CONCRETE BEAM NEW LOCATION PHARMACY SECURITY -ER CONCRETE COVER MEMBERS AS REQUIRED FOR STRUCTURAL, s-rA T RE p R NG MAY BE TILTED FROM VERTICAL TO 05TAIN PROf cc CONCRETE COLUMN ,51LITY OF THE sTf;zUC U U I ALL Lj - NEW LO ION CMU CONCRETE MA50NRY UNIT PW45E$ OF CONSTRUCTION. THE GONTRACTQR� SHALL. IMMEDIATELY NOTIFY THE ARCHITECT OF' E. BOTH STUD FLANGES MUST BE WELDED TO TRACK AT TOP AND BOTTOM OR ATTACHED W/ 010 TEK SCREWS EXISTG BLDG LIQUOR [7] K. WHERE PIPING PENETRATE$ CONCRETE 5EAt-16, PLACE TWO 03 STIRRUPS 3- OC. EACH SIDE OF 24 HO AkY,.PONDIT16N. ij�WICP, IN H15�opINION, MIGHT, FN DANGER THE 5TAE31LITT OF THE STRUCTURE OR CORT CONTINUOUS UR STORE FIFE, UNLESS OTHERWISE NOTED. (MIN. I SCREW EACW FLANGE). ALL WELP5 514ALL BE TOUCHED UP WITH Z Q5E ' ' I INC RICH PAINT. cA D16TRE56� IN THE STRUCTURE. (�:ONNX CONNECTION OTHER CON6T CONSTRUCTION REMODEL d I HR PHOTO cONSTRU(70.04;MATERIALS $HALL NQT,5Es ACKE'D ON FLOOR$ OR ROOFS IN EXCESS OF THE DESIGN L. GROUT UNDER BEARING PLATES SHALL BE NON-METALLIC, NON-5PRINK TYPE WITH A COMPRESS c5j CONSTRUCTION JOINT E,,,. T IVE F. 6TUDS SHALL PAVE FULL BEARING AGAINST IN51DE TRACK WEB PRIOR TO ATTACHMENT AT E30TH STRENGTH OF AT LEAST (2000 P51 IN SEVEN DAYS. VIBROPRILF 011, BY LAMBERT CORPORATION, ci CONTRACTION JOINT CONTROL JOINT LIVE LOAD$ WWICH�ARE INDICATEP'IN THE GENERAL NOTES. � IT 15 THE GENERAL CONTRACTOR'S ENDS. RE517014515ILITY TO IN5URE THAT THE SUBCONTRACTORS ARE IWORMED AND [50 NOT VIOLATE OR ACCEPTED SUBSTITUTE. I PET DETAIL TI-1,15 IMPACT SHALL,- BE AVOIDED WHEN PLACING MATERIAL& ON PEPT DEPARTMENT Ar6 at: A ROOFS M. THE CONTRACTOR SHALL EMPLOY A TESTING LABORATORY TO PREPARE TEST CYLINDERS G. ALL STUD TO STUD CONNECTIONS TO BE (4) 10 TEKSCREW5 (MIN.) UNLF 5 NOTED OTPEWISE. DFT DRY FILM THICKNESS FLOORS OR REPRESENTING CONCRETE POURED EVERY DAY, ONE SET PER DAY OR ONE SET FOR EACH 50 CUBIC PIA DIAMETER F. PLANS,�$ECTIpNs AND DETAL6,ARE NOT To BE �C:ALED FOR DETERMINATION OF QUANTITIES, YARD$ POURED, MAXIMUM. THE TESTING LABORATORY TECHNICIAN SHALL BE PRESENT AT THE DIM DIMENSION TH5, 0 " PIT OF, H. AT TRACK BUTT JOINT6, ABUTTING PIECES OF TRACK SHALL BE SECURELY ANCHORED TO A COMMON DIST DISTANCE LENG R MATERIALS. BEGINNING OF EACH FOUR LAE30RATORY REPORT SHALL BE FURN15HED TO THE STRUCTURAL 9 LIME AVE ENGINEER SHOWING STRENGTH OF CONCRETE AT I AND 25 PAYS. 5TRucTuRAL ELEMENT. OR THEr 514ALL BE 15UTT-WELDED OR SPLICED TOGETHER DN DOWN TF B 0 Cy 2731 G. THE CORTF;�AC 0 ')dINT LOCATIONS TO THE STRUCTURAL ENGINEER OR DRAIN YALAIIA,FL34797 T R SHALL .51,16M IT CONSTRUCTION FOR AP iz' VAL. CONSTRUCTION JOINT$ EXPO , $ED TO EARTH OR WEATHER SHALL BE ko DWG DRAWING 'E WATERPROOFED PRR THE SPECIFICATIONS I A MINIMUM OF 1-1 11,j- ;74 W-1— rTC==[ i r- r_>=/-.j ticicr� A T =,­vr" ki a I A 352-324-2257 VOIC H LCHANICAL AND ELECT . RIC AL PRAWIN06 FOR MIS qlt�LANIFOU5 STEEL ITEMS APCWITgCTUF;�AL 4 NOT 5I40WR1;EREON-_ OORPINATE SIZES AND LOCATIONS CFO FENING5 IN FLOOR$ AN R 14 RCH RA P OOF I TEC TU L, WIT A ANICAI, AND ELECTRICAL'REQUIREMENTS. J. SUBMIT WRITTEN REQUEST TO THE ARpHITECTFOR APPROVAL'OF ANY PROPOSED CHANGE To THE REQUIFFMkNT5 OF THE CONTRACT POCUMEN�T,5_ $PLICING, (�:UTTING;-NOTCHING OR OTHER ­TU 4LTERATI&N5.10 STRU- RAL'MF_M5ER5 ARE NOT, PERMITTED WITHOUT WRITTEN AUTHORIZATION OF THE 5TRUCTURAL�ENGINEER'- ANY UNAUTHORIZED DEV14TION FROM'�THE CONTRACT FREINF0F,C;ING - LAF LENGTHS BAR 51ZE 03 04 15 % 19 TOP 5AW 24' 24' 2a' 34' 40' BOT BAR 15' 18, 20' 24' 2&' Le 1_� %.1 L VIUL�/Z2. EA EACH I i I 352-324-2262 FAX Ill UN 1). BRIDGING SHALL BE. 1.5'CRC PLACED THROUGH PUNCWOUT5 AND WEU-DED ON 50TW SIDES. 5RIPGIWS E E EF EACH END EACW FACE E-MAIL:TF8OC@AOL' �CQM 15 TO BE SPACED AT NO MORE TI11AN 4'-0' VERTICALLY AT APPROXIMATELY THE'TWIRP POINT. r-Rc EW EL EACH WAY STRUCTURAL ENGINEERING BRIDGING IN 6' 5TUD5 REQUIRES AcLIF ANGLE AT EACH CONNECTION LOCATION. AN ALTERNATE EME3 ELEVATION EMBEDMENT PROJECT MANAGEMENT Proj. No. 20(Y2-087 BRIDGING TECHNIQUE SHALL BE I I/2'-20GA STRAPS, SCREW AT ATTACHED TO BOTH FLANGES OF EACH EW-iR ENGINEER STUD WITH 50LID BLqCKING REQUIRED AT a'-O'O.C. MAX AND 24- FROM BOTTOM OF PANEL. EX15T EXISTING EXT EXTERIOR K_ FASTENING OF COMPONENT$, SHALL, BE WITH 5ELF - TAPPING SCREWS OF SUFFICIENT SIZE, NUMBER AND SPACING F V FIELD VERIFY -UMEAT6, 446 CTION THEP Oc CORRE EOF, 16 THE RESPONSIBILITY OF TWE CONTRACTOR 'TOP 5AR IS DEFINED AS ANY HORIZONTAL BAR TO DEVELOP CAPACITY OF CQNNECTING MEMBERS IN ACCORDdJqCE WITH THE MANUFACTURERS RECOMMENDATIONS, F F FLR FINISHED FLOOR FLOOR K, THk H05T 5TRIW_;, ENT REQUIREMENTS APPLY IN CASE OF CONFLICT AMONG SPECIFICATIONS, WITH 12' OR MORE OF CONCRETE PLACED 15ELOLU THE BAR WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. F D FLOOR DRAIN J, $fANDAI�POS-CODES AND Di:�AWING&.' FTG FOOTING 11100C) TRU55E5 GA GALV GAGE/GAUGE GALVANIZED L� DESIGN DATA STRUCTURAL STREL G C GENERAL CONTRACTOR L ROOF LIVE LOADS, 20 P5F A TRUSS MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY EWSINEER W140 SWAL BE L A GLU-LAM GLUE LAMINATED _nr le, FBI- ii PITCHED ROOFS A. STEEL WORK SHALL CONFORM TO THE A15C SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS- FLORIDA REGI$TEREP 5TR11CTURAL ENGINEER SPECIALTY EW-31NEER SHALL SUPERVISE TWE CUSTOM GA GENERAL NOTES 2. ROOF DEAD LOAD, MAIN 5UILDING� 25,1-siz MAX (5 FSF TO BE USED FOR UPLIFT) ALLOWABLE 5TRES5 DESIGN (13TH EDITION). DESIGNING OF TRUSSES, 5R.ACING, AN15 THE PREPARATION OF STRUCTURAL CALCULATION$ AND WA.5. HT HEADED ANCHOR 5TUD5 HEIGHT CANOP'i �O P5F MAX (a P6F TO BE USED FOR UPLIFT) 5. MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT A$ NOTED: SHOP DRAWINGS, SUBMITTALS FOR TF4466 SYSTEMS AND SHALL Sr-94 AND SEAL ALL SUBMITTALS. HORIZ WORIZQNTAL 5TF;�UCTURAL STEEL. ABTM.A3(o. 5. DESIGN IN ACCORDANG E WITW TPI SPECIFICATIONS FOR METAL PLATE CONNECTED WOOD TRUSSES. INT INTERIOR WINE) DF_6je34 VELOCITY: 110 MPH (FBC) ANCHOR BOLTS AND MACHINE BOLTS: A5Tr1 A301. JT JOINT IMPORTANCE-' I PIPE COLUMNS: A5Tt -i A��3, _5RADE 5. C. TRU55E5 SHALL BE PREFABRICATED FROM DIMEN51ON LUMBER CONNECTED BY PLATE CONNECTORS JST JOIST BLDG. CATEGORY., ENGLO6ED STRUCTURAL STEEL TUBING, A5TM A500, GRADE 5. MANUFACTURED BY A MEMBER FIRM OF TPI. LGTH LEW3TW WIND EXPOSURE, 15 HIGH STREW5TH BOLTS. ASTMI A 325. D. MAXIMUM TRUSS SPACING 24' O.C. UND. HAND FRAMING SHALL BE I&' O.C. UAO. LL14 LONG LEG HORIZONTAL INTERNAL FRE-55URE COEFF: N/A FOR BLDG UNDER rtO FT HIGH LLv LONG LEG VERTICAL -4. ALLOWABLE SOIL FRE56URE- 2500E-51F. eA&SUMED- VERIFY BY CONTRACTOR/01NER) C. CONNECTIONS: E. SUBMITTALS 5HALL INDICATE DE51GN WIND 5PEED, HEIGHT ABOVE GROUND, AMOUNT OF UPLIFT AT MANUF MANUFACTURE/MANUFACTURER 31 5. COMPONENTS AND Cl-ADDING": 1. UNLE55 OTHERWISE NOTED, BOLT$ SHALL BE WIGH-STRENGTH, BEARING TYPE WITW 5EARIW.35 AND GRAVITY LOADS. m 15, MATL MA50NRY BEAN MATERIAL THREADS INCLUDED IN 6HEAR PLANES. TIGHTEN BY THE 'TURN-CF-TWE-NUT' METHOD R GIRDER TRUSSES SHALL: BE DESIGNED TO -FUNCTION AL50 AS PRAG STRUTS. TP 55 IDE51GN U MAX MAXIMUM, A 1. NET UPLIFT ON STEEL jotST5 15NUG-TIGHT PLUS 1/2 TURIV. SUBMITTALS AND ERECTION IN5TRUC-TioNs SHALL SHOW E30TH UPLIFT AND LATERAL LOAD REaUIR.EmENTS MECH MECHANICAL 2. WELDING ELECTRODES FOR A3ro STEEL SHALL BE E10XX. RETURN FILLET WELDS FOP, AT ENDS OF EACW GIRDER TRUSS. MEZZ MEZZANINE q"CQr ERS AND EPGE;5 25, PSF, AND INCLUDES ALL CANOPIES = 15 12,_O, WIDE EDGE ZONE FRAMED CONNECTION$ 112' AT EACH END. MIN MINIMUM 1 NT EjRJ, 0 R 3. SHOP CONNECTION$ SHALL BE LLELDED OR BOLTED. G. TOP AND BOTTOM dl�-IORD5 SHALL BE'GROUP 11 SPECIES LUMBER. M15C MISCELLANEOUS 5. NET UPLIFT;0N THE METAL PEc-W'-­ 4. FIELD CONNECTIONS SHALL BE MADE WITH 3/4' BOLTS, EXCEPT AS NOTED OTHERWISE. H. EACH TRU66 TYPE SHALL BE CLEARLY IDENTIFIED AND LOCATED ON A TRU55 FRAMING M0 MTL MA-50NRY OPENING METAL D. ALL WELDING IN THE SHOP OR IN THE FIELD SHALL BE PERFORMED BY CERTIFIED WELDERS ONLY. PLAN SHOWING EACH TRUSS LOCATION. N I C NOT IN CONTRACT Aq. Y15 CORNER5 AND EDGE5 55 F�F CERTIFICATION DOCUMENT $HALL BE SUBMITTED TO THE STRUCTURAL EWzdNEER FOR HIS L WOOD EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE OR MA50NRY SHALL BE PRESSURE NOM NOMINAL INTE RIQR 25 P$F APPROVAL. ALL WELDS SHALL 15E PRE -QUALIFIED PEP, AW5 DI.I-'54. N T 5 NOT TO SCALE TREATED No. 2 S.Y.P. OR No. 2 DF. N W T WELDED 5PLICE5 OF ROLLED SHAPE5 MADE IN THE SHOP ARE ACC-EPTA5LE PROVIDED NORMAL WEIGH TOPPING C. NET UPLIFT ON THE dANOFr 4 DRIVE THRIJ 40 P$F RADIOGRAPHED NPT EXAMINATION RESULTS ARE IN ACCORDANCE WITH AWe, ACCEPTANCE STANDARDS AND WRITTEN'RE FORT& VERIFYING SUCH RESULTS ARE SUBMITTED J. INSTALL HURRICANE CLIP, TIES AND TRUSS ANCHORS PER MANUFACTURER'5 WRITTEN 5PECIFICATION5 AND C OPNG ON CENTER OPENING REVISIONS NO. DATE BY DESCRIPTION TO THE 6TRIAC CATALOGS. VERIFY CAPACITY WITH TRUSS ENGINEER'S SIGNED AND SEALED CALCULAT OPP TURAL ENGINEER FOR HIS APPROVAL. MINIMUM FILLET WELPS SHALL 15E 311ro INCH ION$. OPPOSITE UNLESS OTWEWISE SHOWN ON THE DRAWINGS. FL PLATE FOUNC>ATIONS, FLY PLYWOOD E. THE STEEL STRUCTURE 15'DE5IGNEP FOR 6TAINLIT'r IN IT$ COMPLETED CONDITION PER THE DRAWINGS, SPECIFICATIONS AND SUBMITTAL.$ P 5 F POUNDS PER SQUARE FOOT A., AN'i' FILL REWIRED: TO. DACKFIL�­EXCAVATEO, ARgA OR'ACHIEvE FINISHED GRAPE, IN STRUCTURAL THESE NOTES. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY AND P5 I POUNDS PER SQUARE INCH REAS'8�4ALL-­ Nic, NOk-OLA6T pE.�1NOp<;A 404Ak,�QIL (CLEAR PA"pa ­ 'PLACE p p_-A t 4 -TOE'OILL SHALL BE DIN EVELI� IFT6.110T TQ,'EXrEEC>,.f?�INCHEe,'tC5-�5$E TwickkF=��.'AN�FAc;mc> Bf;ZACIW_3, GUYING OTHER MEANS Of SUFFORT DURING CON6TRUG -TION SUFFICIENT, TO WITHSTAND WEATHER CONDITIONS AND MEET ALL APPLICABLE SAFETY A. APPROVAL OF SHOP DRAWIW-35 DOES NOT INDICATE ACCEPTANCE OF DEVIATION$ FROM CONTRACT P C PRE-EW-3 F,-�EcA5`r CbNGRETE PRE-ENGINEEREQ To A REQUIREMENTS DOCUMENTS, UNLESS ACCEPTED BY THE EW3INEER IN WRITING PRIOR TO SUBMISSION OF SHOP INIM I JIM m um­��F -�5A. OF THE 501�'$ MODIFIED PROCTOR AX n, _ppT, DENSITY AS DETERMINED BY ASTM 5PECIFIC�ATION�D�-1551, 114 -r' SHALL -PLACE,DEN51T TI�ST DURING CONSTRUCTION. DRAWINGS. CONFLICTS RESULTING FROM SUCH DEVIATIONS, CONFLICTS BETWEEN THIS WORK AND PREFAB PROJ F REFA15RIICATED PROJECTION 0-, 07, A4 BE pef;.T-o Ri Q EACW I-IFT,BY AN EXPERIENCED ENGINEERING TECHNICIAN TO VERIFT THAT, -THE REQUIRED DEGREE OF F. DETAILING OF STRUCTURAL STEEL AND CONNECTIONS SHALL BE 6PO(LN ON SHOP AND ERECTION THE WORK OF OTHER TRADES DUE TO SUCH DEVIATION, AND DIMENSIONAL CONFLICTS AS A RESULT OF Sur -W r,>EvIATION5 SHALL BE DEEMED FT FRE55URE TREATED -CONTRACTOR-5 RESPONSIBILITY. PW PANEL WIDT14 C�PACTION HA6'BE H DRAWING$ PREPARED. BY f HE FABRICATOR FOR THE 6Tf;zUCTURAL ENGINEER'S APPROVAL, PRIOR aN;�C IEVED., A aptL comi=,AcTION fE5T,'5HALL p.IN,EVERY BE PERFORME TO FABRICATION. 5P 15 ;RAPE READ FOOTING f-AP, Su- c 5. SUBMITTAL$ SHALL CONFORM TO THE REQUIREMENTS OF THE CONTRACT DRAWINGS. NON- REF REFERENCE 5. SOIL. PRESSURES IMP95ED ON FINAL PREPARED FOUNDATION STRATA SHALL NOT EXCEED SPECIFIED G. T COAT OF PAINT CONFORMING TO FED. SPEC. T -P&35, TO A MINIMUM 2-MIL DRY FILM THICKNE55 (DFT). CONFORMING SUBMITTALS WILL BE RETURNED WIT14OUT REVIEW. 15. SHOP DRAUJIW-35 SHALL BE CHECKED AND MARKED 'APPROVED' BY THE GENERAL REINF R C F REINFORCING REINFORCEP CONCRETE FIFE REaD REQUIRED ALLOWAJ5LEINCLUDIW-2 ALL SPECIFIED DEAD.,� .NP LIVE LOAD�S. H. HOT PIP GALVANIZE AFTER FABRICATION ALL STRUCTURAL STEEL ITEMS AND THEIR CONNECTIONS CONTRACTOR PRIOR TO SUBMITTALS. R W RETAININra WALL C. REMOVE FF ZEE WATER FROM EXCAVATIONS BEFORE PLACING CONCRETE. PERMANENTLY EXPOSED TO EARTH AND OR TO WEATHER, GALVANIZING -SWALL BE PER A5TM A123. (SEE D"JJING5 25. SHOP DRAWINGS SHALL NOT CONTAIN REPRODUCTIONS OF THE CONTRACT DRAWINGS. 35. SUBMIT FOP, ENGINEER REVIEW THE SHOP DRAWINGS FOR THE FOLLOWING ITEM$. R 1) ROOF DRAIN FOR OTHER STRUCTURAL ITEMS TO BE HOT DIP GALVANIZE =D PE5CRIF -TIq N NOTES &CHED 6CWEDULE ST18881- JOISTS AND ST556 GIRDISERS CONCRETE MIX DESIGNS 2. REINFORCING STEEL 51M 5PC_ SFECS SIMILAR 6PACe/$PACE5 CON"R 14 UNITS (CMU SPECIFICATIONS MASONRY STRUCTURAL STEEL 5Q SQUARE A ALL CMU WORK SHALL Act A JOIST MANUFACTURER SHALL FURNISH THE SERVICES OF A SPECIALTY ENGINEER WHO SHALL BE 4. OPEN WEB STEEL JOISTS 4 GIRDER$ 5 A STUD ANCHOR CONF-Ofq� TO SPECIFICATIONS FOR MASONRY STRUCTURES (ACI,530'.D. A FLORIDA REGISTERED 6TRUCTqRAL ENGINEER ENGINEER SHALL SUPERVISE THE CUSTOM 5. METAL DECK 55 5TAINLE55 STEEL 5. dON16RET F_ BLOCK SHALL CONFORM TO �AWM -CW, TYPE 11 WITH A MINIMUM NET COMFRE$ I 5 OF JON ANr PESIC 7T6AIRPERi* > BRIpGwx AND PREPARATI OF J01 T SHOP DRAWINGS, AND cN S C7, FRE-EWSINEERED WOOD TRU5SE5 5TD STANDARD VE SHALL SIGN AN15 SEAL ALL 6UBMITTALS. TL STEEL 5TRENGfIrml AT 26 PAYS OF1800 P61 ON THE NET,ARE NOTES mORTAIP, SHALL F. WORK SHALL CONFORM TO, THE STANDARD SPECIFICATIONS FOR OPEN-WE13 STEEL JOISTS AND LON55PAN $TEEL JOINT5, OF THE STEEL JOIST CALCU4ATION5 SHALL BE SIGNED AND 5EALED BY THE SPECIALTY ENGINEER IN 5TRUC 5yM STRUCTURAL SYMMETRICAL Wf 5E,'TYPF_,M.OR 5., INSTITUTE, LATEST REVI510tL REGISTERED THE STATE OF FLORIDA. SF STEPPED FOOTING P, .'REINFORCE WALL$ WITH LAbDE -TYPE R4INFORCEMENT-EOUAL'TO STANDARD DUR-O-WAL IN 5ED 5. JOIST MANUFACTURER SHALL BE A M EMBER OF THE STEEL JOIST INSTITUTE. THK THD THICK A JOINTS T Iro', Oc. MEASURED. VERTICALLY U,OR PLA PER MANUFACTURER'& RECOMMENDATIONS. EXTEND IN C�OLUMN% OR FROkADE C. J015TB TOP AND BOTTOM CHORDS SHALL BE DOUBLE AW-3LES. T 5 THREAD/THREADED TIE BEAN DOVETAIL ANCHOR5 TO SECURE MASONRY To COLUMNS, D. CAMBER JOISTS THE MAXIMUM ALLOWED BY THE SPECIFIC T 4 5 T 4 G TOP AND BOTTOM TONGUE AND GROOVE 5JI TION E., WHERE CQNCR F-TF= 15��S ARE IN5TALLEP IN.CONCRETE BLOCK WAL4, 5UFFORT CONCRETE WITH T.O�C. TOP OF CONCRETE 6?' WIDE q(:?NTINU(2U!S STRIPS OF FOUR STOP MATERIAL (DUR-0-5TOP OR EQUIV.) E. HAw;;ER6 FOR &UFFORT. Cf= EQUIPMENT, OR MEMBERS SUPPORTING SUCH HAW;,ER5,,5HALI_ BE USE OF ROOFING FELT, STRIPS OR ALUMINUM WILL NOT BE FEF;�mITT]ED. LOCATED AT PANEL POINTS OF JOIST,$. F. �OPENING5 SHALL, HAVE BLOCK r,9LL AT EACW JAM15 FILLED WITH GROUT AND REINFORCED. G. THE JOISTS 5HOWN ON THE PLANS AIRE THE MINIMUM 51ZE REQUIRED IN TERM A A IT S OF C p, r Y DEPTH SHOWN MAY NOT BE EXCEEPED. GROUT FCR.FIL4ED CELL$ $HALL CONFORM TO ASTM C4-16j LATEST REVISION, AND SHALL HAVE A $LUMF C IF BETWEEN 5' AND 11%.: PROVIDE CLEANOUT5,*, PUNIP 4'-b'MAXIMUM GROUT LIFTS H. ANCHOR ENDS OF BRIDGING LINES TO MA50NRY WALL5, CONC T E 5, AND OR 15 RE F 5 AM STEEL EAM6. WITH DELAY BETWEEN LIFTS. GROUT COMPRE651V -ENGTH SHALL BE .3000 P51 AT E 6TR .2a, DAYS. 1. WELD STEEL JOIST$ TO SUPPORTING STRUCTURAL STEEL BEAMS AND PLATES AS SHOWN IN THE CONTRACT DOCUMENTS. FOLLOW 5JI REQUIREMENTS AS A MINIMUM. H. AT FILLEO..CELLB, LAY UNITS WITH FULL 5FD JOINTS AROUND CELLS. J. PROVIDE SEATS, HEADERS CHORD EXTENSIONS, OR OTHER ELEMENTS AND FEATURES 5wom IN 1, COMPRESSIVE DES! STRENGTH OF MASONRY ef'm) SHALL BE AT LEAST 1500 PSI. THE CONTRACT DOCUMENTS AND TH05E WHICH ARE REQUIRED FOR PROPER ERECTION OF STEEL JOISTS. 'J.- FRECAST-CONCRETE OR 'POWERS' STEEL LINTEL$ SHALL BE PROVIDED ABOVE ALL OPENING�5 IN.MA-bNkY W��1_5. CMU UNIT LINTEL5 ARE NOT PERMITTED. sTralL vigrx 'A'� lv,: .'Rj1NF,0RCF.0 r,0N0F2RTF_ A. DECK SHALL CONFORM TO SPECIFICATIONS. WELD,PATTERN SHALL BE IN ACCO RPANCE WITH qONCjRjEj9,'WQRK,&HALL CONFORM TO Act SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 1-MIANUFACTURER'5 SPECIFICATIONS, R 55 ROOF: DECK WECD PAT TERN SHALL BE SUFFICIENT TO RE515T MRS U=F WI D� N I F T UPL F E ItE C��. 5.- CA$T-,k-.PLAC.E CONCRETE 26-DAY COMFRE651vE STRENGTH SHALL BE PSI FOR ALL 5. USE PROPER 51ZE WELDING ELECTRODE AND WEI ;s MACHINE CURRENT, SO THAT WELDS ARE .3000 CONCRETE. GOOD AND FREE FROM '5URN-THRcXiGW-. MATERIAL:', ­r�EMENT: U E PPME5TIC PORTLAND CEMENT C. FOR ROOF WIT" $PAN NOT TO EXCEED ro*-5' O.C. USE 1-1/2' 22-GAGE TYPE 5 FAINTED WITH A 2. FLNE'AGGFZEGATE- cLEAN*SAND MINIMUM SECTION MODULUS (SP-O.Ia,�, IN3 /FT. SN-0.192 IN3 /FT) FOR ATTACHMENTS PROVIDE . � 3. -COAR5E AGGR>EGATE- CLEAN. LINE $TONE, -5IZE..5-1,.EXCEPT FOR FILL CELL% UA41CW SHALL BE 5/a' PUDDLE WELD WITH 3014 FASTENER LAY -OUT. WELD METAL SHALL PENETRATE ALL LAYERS .. .... ... OF DECK MATERIAL. ENE) LAPS AND SIDE JOINTS 5WALL BE COMPLETELY FUSED TO THE NO� CALCIUM- CHLORIDE SHALL BE USED, SUPPORTING MEM5ER5 FOR 51DE LAPS OF ADJACENT UNITS SHALL BE FASTENED WITH *to TEK5 C 5 _REW5 tp 15, O.C. C. PRO PE.PONCRETE COVER OVER REINFORCEMENT AS FOLLOWS, UNLESS OTHERWISE NOTED. .... . BEAM$ (OVER STIRRUPS), 1 21� P. FROVIDE A MINIMUM ENP 15EAIRING AND END LAPS OF 2' OVER SUFFORT6. . COLUMN$ (OVER TIES) I FO 3. WINGS E. METAL DECK SHALL BE ERECTED CONTINUOUS FOR A MINIMUM OF THREE (3) 5PAN5 AND SHALL LAP AT THE CENTERLINE OF SUPPORTS A MINIMUM Or- TWO (2') INCHES. METAL DECK SHALL BE ERECTED AND FASTENED IN ACCORDANCE WITH THE MANUFACTURER'$ SPECIFICATIONS AND ERECTION LAY -OUT$. r. PROVIDE SUPPORTS FOR METAL PECK AS REQUIRED WHERE METAL DECK 15 CUT OUT AROUND f, cc>LUMNS, TYP TYPICAL zv� T5 TUBE STEEL U N 0 UNLESS NOTED OTWERW15E VERT VERTICAL CERTIFICATION AND SEAL VOL VOLUME W F WALL FOOTING WP WATERPROOF W W F WELDED WIRE FABRIC; LU W WEEP HOLE WT WEIGHT I HEREBY CERTIFY THAT THIS - W F WIDE FLANGE PLAN AND SPECIFICATION uj WITH WAS PREPARED BY ME OR W/o WITHOUT UNDER MY DIRECT WD WOOD W P WORKING POINT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. JOSEPH B. WORCESTER P.E. FL. REG. NO. 35509 'T STORE NUMBER PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, N22 S. Orlando Dr. DRAWINO TITLE GENERAL STRUCTURAL NOTES CAD PLOT: DRAWING "'N SCALE: AS SHOWN DRAWN BY: -.41 1, 4 401D PLOT: I "A PS DATE,.- W24/2002.'; To RELEASED CONSTRUCT ION.,l - R5EQES ,LAN ? 00 4 W�k� i" J, 011 vzi �,z; - �7, 21,� tf W » FOOTING SCHEDULE FOOTING FOOTING 6IZIf FOOTING REINFORCEMENT NOTE5 - "," I . . . I It 4 . I I I I . I ZL - �! r . I 1 "': �:., -- � ----, :, �:� - - -` `�,­ -_ %. . . I I (§� : I � , . I � � � - � I � - I '' c, �, �, - ,0; � ,��,,,,I�,,!,;­`�,�,,-, ­, I � � . — z ,,,;,�, � I tll­ - i , - T . � � . I .., ..", . , � , . , , . � 0� - " - I ­ -­­­ D. - - - - -@) . " "' 4 � ... 4_ r­"�, I., . PROVIDE CONTROL JOINT FOR CMU WALL5 Q -SPACING SHOWN ON ARCH ELEVATIONS (FULL HEIGHT I — I "'. I w, ­��­ I W , � . r.� t � T r I , t I OF WALL5. PROVIDE,,3/4' GROOVE THROUGH TB/5OND, BM ,eD CONTROL JOINT. � ,i,�j­,,, I 06 Q1 I -- I I, FROVIDE CORNER BAR$ FER 3/5-4 - - - � �, -�,� - - ­ . . � -4 FOR CONTROL JOINT INFO FOR SLAB ON GRADE. � — .,��,.�,w,�,%,,":­ r , � , I , . . t . . ­ �!. �. - T 7 .� I I ." (�) TOP OF SLAB EL = 0'-O'. SEE UNDER THE LAWS OF THE I. . i . . _�­ ". ._, , �: ­; ., t' I I � 1. . . I 6 I . IV, 4 r I . -- ALL HORIZONTAL REINFORCEMENT &HALI�_ BE CONTINUOUS. I I -1. � - �'- , I �� ��_ "r , I . .1, I I I I LAP SPLICE SHALL BE PER TABLE IN GEN NOTE5 AND PROVIDE I =G. STANDARD HOOK , t ; , `.`. ',,: .'I,'- ,: I I I ., I i : . CJ. I . . ,_­" ," i'4 ZL�­J­ v, k_,� $t� 1,; ;q, i:t I Z �N e* ',N- X 40� -A FACILITIES PL. NNING AND DE IGN 200 W tROAD- ERFIE -11 -25 60015-4616, -940 847 Qb'� , 4 L -3 T/E3 4 T/5-3 V TIWALL (1051-01) ith C, & T -a EL-20'� t.Q EL VARIES 2 61DE5 STEP TO MATCH RC� LEDGER ANGLE EE 10/5-5 TYF. TI ,/5 V T/5 T/5-2 EL la'-O' terson� At hi t It" OF TOWER p T/WALL e FL C oru ate. 4AA C00052 orp EL. 22--0- 4' FCC, LINT-5 FCC LINT -a FCC LINT-e3 U*m a =WIN ... ... . .. . Orlando -2546 UPLIFT BR E Y1, 32803 1[7(�i TG 15T 1 -AN L F-I INT -p.com http://wwlv.c Phone (4Q7) 228-4220 A Fax (407) 228-4219 TYPE T2 GIRDER JST 5RG J5T E3RG PORIZ CRIDGING a 1/4 PT Ir PROJECT DATA EL. VARIE5'�- T2 TYPE GENERAL SALES FOODMART NEW LOCATIO P ARMACY CURITY N H SE NEW LOCA ON RTU - 5 EXIST'G Ri nG LIQUOR F 24 HOUR STORE FFRE-EN(�:-;FRD WOOD TRUSS TYPES I_ORIZ E3RIDGING IllD PT REMODEL I HR PHOTO HER OT 24<5 >< >< >< wl� Li N.T.5. EVENLY 5FAGED AS 5 IN/,- O.0 MAX 01 (TYF) 1/4 PT cli x HORIZ CRIDGING >< ANTENNA SEE 5-1 W1 *4 TIES 1- 5 CONT T/5% IN K.O. COUR$E5 12' O.C. F2 CONT 27319 LIME AVE E L. 13'- 13 IN K.O. COURSE YALARA, FL 34797 UP 352-324-2262 FAX 352-324-2257 VOICE' [L LIFT 5E- GiNG �wWl -T E;A�NE42INT TFB C., K 3( �,x2a F wi lei! UPLIFL_DRjpG qG 15T :DANEL PJ�INT -MAIL: TFBOC@AOL,COM RT 1-6— STRUcruRAL ENGINEERING T/5-2 T/5-3 002-105 Proj. No. 2 Inc. E _j D t SEE PLAN _'�_rT/WALL 4 e PROJEUFMANAGEMENT 10'-0' TYP (y DCs =)T HpRIZ 5RI ING 1/4 EXCEPT W14E RE INTERRUPTED RTU 3 BY OPENING r6 ERV-2 RTU - 4 z HC RIZ BRID �ANG MID PT T/WALL EL, 22'-0* 0- r5 E3 GRIP LINE C) EL. 20'- 8 Z E3RIDG NC, 1/4 F T/WALL LA <1 0.1 HOR I )T >< EL, 22'-0>' ro'-,5' O.C. MAX C A L E 3/4 1- - 0' (T T'F) GIRDER E3f;RG (1) #5 T 40G 5N 4 w 3&G 3000 &1. GRID LINE 4 r 10 I�T ANELkINT N <N �L PC) I �T w 6 R T W ILI REVISIONS EIRTED z NO. DATE BY DESCRIPT .0. BLOCK ON, ILI PORIZ ERIDGING w 1/4 FT A #5, T 4 B a, ><- >< ALT EFi3(4ATE P& 5-!fi� LINT- LINT-2 5TEE L LINTEI� W PRECAST LINTEL PRECAST LINTEL FOR CLEAR SPAN FOR CLEAR SPAN UP TO Iro'-V MAX, NOTES UP TO ro'-O' MAX, HORIZ E3R:'IPGING MID PT I- ALL BEAM LINTEL 1:;)IMEN51ON5 ARE NOMINAL 24<5 '4� 2- LINTEL5 ARE REINF. PRESTRESSED PRECAST CONCRETE UNITS EVENLY SPACED AS HOWN O.T. MAX 3- LINTEL SHALL BE V-4- LONGER THAN CLEAR SPAN a' EACH 51DE (TY 4- REINFORCEMENT SHOWN SHALL BE 05 CONT. 9z :ONDEN50R WITH 3000 P51 CONCRETE FILL. HORIZ ERIDGING 1/4 PT 5- PRECAST ARE MADE BY OUALITY FRECA,5T CO., POWER ORP., OR APPROVED EaUAL. CONCRETE OR CA5TCRETE C 6 USE POWER STEEL LINTELS FOR DECORATIVE BLOCK LINTELS. YA12 z �7 PLIFT E-31RIlDGING 15T PANE POINT 40G K TYPICAL LINTEL E TA I LS _3& 6-6 f _5K roN 95K UFLIFr E3f;��r)G 46 IST =IANEL P()l NT R -2 TU 9 ROOF FLAN NOTE5.1 -5 HORIZ E3F1,'IDGING 1/4 PT CERTIFICATION AND SEAL RTU >< >< I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION 37<1 11/2' METAL FAINTED ROOF DECK TYPE '15'.51HE ADDITIONAL NOTE5i ON -1 ERV-1 NOT USED WAS PREPARED BY ME OR UNDER MY DIRECT HORIZ 15RIDGINC MID P­ SUPERVISION AND THAT I AM ALL HORIZONTAL REINFORCEMENT SHALL E3E CONTINUOUS. LAP SPLICE 514ALL E3E 31-iell AND PROVIDE 90' STANDARD HOC< AT DISCONTINUOUS ENDS. SEE 3/5-4. A DULY REGISTERED E ARCHITECT OR ENGINEER ��SFAA7,ED A5 UNDER THE LAWS OF THE FRE-ENG WOOD CANOFY AT MAX. 24' SPACING. G.C. MAX STATE OF FLORIDA (T P) SEE GENERAL NOTES. .3 AS SIGNIFIED BY MY Ir Nt IIHAND AND SEAL. JOSEPH B. W RCESTERP.E. (11 HOFIZ E3RIDG NG 1/4 FT — T/ E3-3 tv EL le>'-O' 15 INTERRUPTED AT INTERFERING OPENINGS. SEE ARCH. AND 5-2. F�. REG. NO. 35308. -1 EL 12'- 1 1/2 -5 E3/5 WlNF,)GW5 4 DOOR >< (1'-4' MIN PAeT OPENINSE0 3RG STORE NUMBER 06970 -6, J5T E STEEL JOIST $FACING AT ro'-O' O.C. MAX. EL VARIES RTU LOCATIONS CAN NOT E3E MOVED TO A DIFFERENT PANEL PT OF THE J016T rIRDER. T LIF[[ E39LPG 15T PANE PR6JECT NUMBER 201157 E $PAN OF THE STEEL J015T WIQ WRITTEN -L-F _iN 0 Z, Sim, RTU'5 CAN E3Ei MOVED ANYWHERE ALONG TP V, AUTHORIZATION FROM THE STRUCTURAL ENGINEER PROJECT NAME 1A, OF 5 TELL TE W1 OWNER, SEE 5-(o FOR (S.E.C.) Orlando 17-92 & Lake Mary COORDINATE LOCATION AN SATELLITE INFO. > :12� T 1P Sanford,, Florida t TI1 L OPENING5.UNO W Relocation of store #02294, 3822 S. Orlando Dr. Ff 4-1 4-1 E L ' '22'-0* LINTEL TO EXTEND 1'-4' (TYP) 4'0'-a' (MIN) 5EIYOND E30TH SIDES OF OPENINGS. — �7y -3 AT AL FCC LINTEL PER 2/6 T/WALL T, �2 �X12 .4-1 4— DRAWING TITLE — U.N.O. TY POWER STEEL LINTEL5 ARE AC'CEFTAE3LE ALTERNATIVES. ROOF FRAMING'PLA 12 N OCATION, OF ROOF AT ARCH. C VERIFY L CAD PLOT: S�CALE: AS SHOWN DRAWING NO,; INDICATED' Fp' MIR SE 2. T/5TL BEAM 10 S�ARE IN ADDITION TO THE KIPS, Cx - S_ EL. W-10", IN THE GIRPE.R1DE5lGNATION1,.­ DRAWN BY: -2 VARIE5 SEE A50VE T/5-73 Q EL 10'-0'. T/E3 - 3 Q EL 22'-0' T/5 VOID PLOT' 3/4' NOMINAL PLYWOOD 5HEATHING.ON.W0Ob%TRU55Ee, (T, fD-CA 5EAM DATE" 3 :6/24/2Q02 E41EASERTQ�, lk6j�ER 5JI 5 ECIFICATIbN5; C� A L T, TOWER d T-T GIRDER r SP :,CON8TRUCTIOk 'D SUPERS�QE LA DATE III My _41M i � IBM xom I ' ' �, I' , �, 4 ' , ,;'. 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I I I I , , I '_ . . . � I - I- jI 'II 1L 4 l- ;1, h�� ­ �­ ,,l _ , I I I - � 41 � 't - i� l II 1. ,I ; G.S.J. i1 yi,, FACIL�-ITIES .PLANNING ANDDFSIGW�iIOiS� C5J - INDICATES 2QQ_WILMOT ROAD D-ROIE %V5�i5 1 CON5TRUCTION JOINT. 847-940-2500 001� � >i t1 I I ­ -­­k'fP METAL KEYWAY- - , ,FORMED BY FASTENING Lffir- ����' OTE: ccI& &X&-U"1 NOT TO RUN KEY TO FORM. (1) , . A, * ,I � - �, Tet&Wri,i Ct$"i _1"xi THRU KEYWAY. Ft Cof!i6rdW Q croA'- A`qq005 6 t�' k­if T/5LA5 EL.PLAN x—X—x 12120A du R ild �t" v;"I'­ I� I I ' � _, " 11, "1" . .1.,.­ ,�`-1,-,�� i' '_, "l,._',! ."'�l.",.. 1,' Orlado, FL`328012546y SEE FLA 0) AVAILABLE KEYS MAY VARY. KEYWAY 0.�wwx,-�.�on `;"g11 Phone(407)228-4220 I,, CAN ALSO BE FORMED W/HALF-ROUND E�x (407)22$-44I9 ' I" MAT. OF APPROX. T14E SAME DIMENSIONS. T PROJECT DATA TYPICAL METAL KEYWAY TYPE ;! r.. , %!., GENE,SAFOOD MART , 1 --­`—"i, NEW LOCATION PHARMACY SECURITY i CONSTRUCTION JOINT EUQC XIST'G BLDG LIQUOR 24 HOUR STQR�"I CJ- INDICATES Y0;4,,; -s '= 1/89 CONTROL JOINT REMODEL 1HR PHOTO OTHER ! T/SLAB V EL. PLAN -C—X_x—x I I 21319 LIEAVEd SEE P A TYPICAL 1 'YALAIIA,FL3'4797 '�. V 352-324-2257 VOICE . 352-324-2262 FAX . - � � --�I .I ..�� i �4 i .,: , " � I CONTROL JOINT E-MAIL: TF3OCtP'AOL.0 M'l" 9 STRUCTURAL ENGINEERING Proj. No.2002-087 . ,r I, I � NOTE: CONSTRUCTION JOINTS SHALL BE FORMED, CONTROL JOINTS & PROJECT MANAGEMENT . .. ;I " - I r, I- � MAY BE FORMED OR SAWN. SAW JOINTS BETWEEN , 4 TO IS HOURS AFTER CONCRETE HAS BEEN PLACED., P I - " PLACE G.J. 15) la'-O' O.C. MAX. SPACING t I TY,PICAL MASONRY 0NR I YI WAL'IV I ET TAIL . 5CALE ; NT5 I TYPICAL DETAIL. , 6C;ALE 3/4'=V-0' U.N.O. '/ � --I ­ , � I I . I I ,I14, I 3-I' .,LT--A0..:.J* ­ . . — "T/aCMU PIPE COLUMN -" '_SOLID GROUT TUBE SIMELEV. O-a - TYP- OPENING ,—I 0;, AT JAMB 3/10-_& - � � e­_ -,- `CONCRETE + + PREFORMED ---. - _ � , * . REINF. GROUTED CELL ___1 I '. - 7 1 -.77 � I NEOPRENE 11 I I . 1 - : HORIZ JOINT REINF , - - ­-, ­­ � � CONCRETE FILLED CELLS 11�_ EACH SIDE OF JOINT , 1 I � G.J. ,�.4 , . - '". 1. . * 3/4' FULL HT. GROOVE TO ���,� . . I � I _ ' CONT. VRT5. C_J, GASKET 3/4 . . , -i , �— GONG. BM .., a:",�,_' � Wl((o) -4 6 � MATCH WALL JOINT 11X_ - . ­ '. Il. I I --F -# - . I . I �__ ", I I 'I, . 1, I � ,,� u - - � . I .1.,_.. I -w Iro' O.C. (IN BED JOINTS) - 12' CMU TO 3'-4', V GMU ABOVE 11 - .. 41�1­1­11, SEE ARCH. FOR LOCATION ­`" � �' ' I . . - - - . I . . EXCEPT AT WINDOWS MCL SEE PLAN BASE PLATE I/a' x 14' x 14' I '' I 1; � , � - ,4, � 1, �__--, . - __ : I , 31-0- - 4! ,,; - , !I � - - , , i - - , , '' .,.,7�,11 �:-I , .�.. I� . � .. , " - ___ � , : : . I . - II I I I I I I I I I . . - - - I I . I � . I . . I . I I I � � I � I . . I I m . ; - —WALL BEYOND 21-0- JOINT FILLER $3 �l 1w la'O.C. PER ARCH, WI(3)-# 5 CONT. __\ (TYP. IF REQUIRED) . SEE PLAN NOTES- (T PAVING T/5LA5 I PER ARCH EC. PER PLAN �P I . -+ -_ - - ---i C-1 i r�, i--- 4� , 1--i I ' . -11r- 1. 1. 1L - FOOTING - SEE 4 8, PLAN 4 SCHEDULE FF_- 1 -, � �­ L"___ -­- 1;, -;!!: I - .� , j- ", - , ) --- (2) k5 CONT. 50T. '�, � ":, -L!, - � - . "'_,[­. �! '�'-'f, -f.-'! 0.1) " I_ '� - k ;:-r.., ' .'-, , - f 'V 4 i , i � . , , , , - , I CONT. LLF- FOOTING - SEE—— PLAN 4 SCHEDULE - . TE a: Iro (TE a SIM) 02 -r -,r';= I r- A I ­rL_1le—ler-:K11::n f=nr-.;= nt=TAII . I . 11'1�, . . � � . . , I :r , , � '4 ,� I � : , �� , � , � , � - '_ f: , :. � � I I � . � , - I � I '� � I ��, . I � I � I . . . .. ". , , , , 11 � , * 11 t � �1 " I 1. I I . � .; �1. I � � I I � � . , � . I . � � . - . . � �, , , , , . , � I I - I . , . 4 , , I �,� , ': . , . I I T , . I - , : -1 - I . I . I I � , - . I - , 1, I , - I � � , ,� 1 � ,,, � I .. I I I - , I . , � - I ;',� I , �' . - � I . I I � I , � I . I I � I I NOT I I I . I I I - I I . - . I , I � � I PROVIDE MATCHING ER OARS FOR ALL � , FOOTINGS, THICKENED 6LAE35 ON GRADE, � HORIZONTAL REINFORCING AT INTER5ECTIQN6 ' . WALL$, BEAMS, AND CONTINUOUS KNOCK -OUT 4 AT CORNERS OF ALL : . . - ' BLOCKS, UNLE$5 NOTED OTHERWISE. I - . I ' I I I \ �I I 01 �) z _�__ tj 0 Z U w (TYP.) z ILI Q) i� 4) T 5TD. NOOK i2fi Q) ­1 R 'p- ,S) �- F_ I V STD. HOOK Lu ILI (L- , I r L11 tu tl� � _,1 . I IN 11�, --I I 0. I ,zs (TYP.) . - -1 11' DOUBLE MAT - - � ­ VERT. - 11- .-. ­ - VERT, /_ - � I .1 I . . I . . i i I!. ; I R-1 . � i, !, ��F�p C; I ,0 _,� � 11 LSTD 13' 90' HOOK 5INGLE MAT . � ! - LXT- 7 hy_� i , � , " j , - -7 i " (' . -.----V---.- '' 'I " 1:: ,,-r,-rT`)1 I t1 , , I r- STD 9' 90' HO(x(pD CORNER INTERSECTION it II - ELASTOMERIC SASH BLOCK - 1 1/2' CAULK AS UNIT EACH SIDE _1_��-5FE - . I 12'CMU TO 3'-4' O'CMU ABOVE I 1) 2' -_1 ID E TAI L G - G REQUIRED (TYP,) PLAN �., u (TYP.) - lf�/_ 4 EA. -I/a' -r A I I � - I � . V== r'L-11AIN (TYPJ t, _. �_/ �__ L-) - ,: ,�-.: - . . . ­�,. , .\ _I----- A30i A.B.A.5. M F: T 4� I I /_ _\ - /_� � I . I � . i - � - - - ­__ . - - I I . 11 I � I -O' CONtRET'E FILLED CELLS �.'­ . - I I I . TYP. $3 *DWL5 X 2' I(o' Of--, (IN BED JOINTS) W/(4) it (o CONT. V T . fR 5 0 . - AS SHOWN C0 — COLUMN PER PLAN I 3 1/10 V-0- [ V-4* , A -A TYR TYP. -I -I j-d- -- I � - - P-4- '� RE INF. C.N.U. I - , I I t I I I t / I d) 1� : ml.,. ., �-- wE / z 13 <1 , , , , I I - - 1 14- .1�1 /— -,� B � �W 11 L441 ILI 1M. 'ILI' , 1, I <( t­- 7 ju - I 0_0 -I F \ TE (SEE PLAN) I WwM JOINT W1 FILLER PER ARCH .., to '' ", . . , 2'-O" 5a 5LOCKOUT- ,__� -1 ­- - ---------`---CON RE (DISCONTINUE HORIZ. WALL REINF_ U [L ZZ TYP. ,13 DLULS-��- 0 Z . � 0 FILLED CELL ' SEE PLAN - —1 � Wl(�90 0 & CONT. VRT5. (SEE PLAN) 'D JOINT TYP.) to ILI 0 , ligp' O.C. (IN BED JOINTS! �_, 6, T/5LA5 I-_ 0 IL ��12' CMU TO 3'-4', a' CMU ABOVE I F_ 0 - I I - - - ILI 0,j) x EXCEPT AT WINDOWS F x —1 I 11 EL. PER - x 1 6 , ` MC;24 .SEE PLAN - E, � ! - I � - � - . x - . . ! i � 4 ✓PLAN - - -_ . . � 1.� . I . I - . . ! " ,' 111. I . - I'-4' I'-4' - I , " !-: �, , - �, 11-4 __ k _L_ I 11 �� , , - . . ;" - , , . ; I I , C__ o r i - .—i- , TYP. ,�--� T/FTG. _­ '.;- _77-m I - I _1�r . EL. PER PLAN ; 1 1/2' NON -SHRINK I SOLID GROUT GROUT, (MIN.) I - / 11, o : �' ­.�! Y � , . .. i .... ; rF_L�: I - , . '. I 6, �L�: �,,;. � i , � 1 " ..r I `4 - l�� h"_,,� -,,�-',-, .. _ .. %. �� I 0 , re) H� - - ,�, I �. 1: - " �, 1 � '. � - . I 1,; 0 , I a ,;-L, � 0 a i__ 9- . U,� , ,!.,.., . I 1.� . , 1. _i� � I , *01, , .1 __�_11_14;1 t __(�3' CLR. T,:-,,.;��-;�,­ '; . I r! . I . - .... I .... iy I I -i-.-"-�,!�,,',_�. ,,, ­11._. . . ,� .... . I I ��_ . (TYP.) 1�,L­­ I m'', , .1 - I -XIA I ., ..; . . . \ - .. --.-. ­ I ­.- ­­/ . �tlll�_k__� I _�, , I '. ''. ',. , I ­ - -,-- TYFIGAL GROOVE DETAIL 0 -;;�,'i'--;,�;�,��,%,.*,,,-*,-,�.�'� ; I I 11­� I I . \\ -_ -�A,p"";",_,'�­,,'z-,'�'� �, ,, I � I . . ____­ \__ �,,'4i,r� I—' 11 1­­­�­­ 11 TYP. $3 DWL5 X 4'-0 CONCRETE FILLED CELL,,-� I i f �J`�' ` � !� , I , SEE SCHEDULE FOR ,I! ,�'i-,-,.,,,�---"-".-1, , � I , ,, i4 , � ,�, � ; , � ; , I I I . - O.C. (IN BED JOINTS) WI(4) 0 lo CONT. VRT5. ­!_", � I -a, I(o I J GONC, TIE BEAM AND CONC, BEAM _ , , I I I _ �g � � , " ;i-), ,,,� SIZE AND REINFORCING ;,.', - -�".-, " I- � . � I �I .4 � ,'�,�, � ")` , . , . .� , : ,�� � -4' 0' CMU 7 8 `- . - , � I . 1. I- 12' CMU TO 3' U6 I . i�':,(:$) MCI& ABOVE SEE PLAN SCALE 3/5'=I'-O' I NOT USEI�) T-T'FIGAL COLUMN FOOTING DETAIL I 11 M,45ONRY COLUMNS . , --l- _"!. ­­ I a' BLOCK REINF. W1 tV-4s 1 � I OF 4 0 i'o ­e EA.CORNER I " -_ !,_ __ __._____7-f____ i . : W1 0 3 TIES 'a 10'O.C. I ! z i . . I ; . ,! 1 1; 1 1 i Li 1, i PROVIDE BLDG __3 2'-&' MIN. . ! - ; : . I 0 ­ j I' 44 i! I ( - I .: . _. , , 1i P111 . ---- ; 1, __� PAPER SLIP JT. � __ I : - i! ! r-j - ___­________f - � il 1i 1 � - �; I VERT. REINF. 0 1: F, . . ; ; i ER LINTEL VERT. REIN I ; I VIiii, I I 1 [_ UNDER I . Y_ �11 IV. . �::­_ - _ -_ , I I 11 i - - __1 ­ ­ ___ I- i i -• . :! I : !I- -I'..., -_ i i "-- ___ - -'- I,- � _-- , : � � ... ­­.__.:__ I ­ - ­ 1 ; b - a -1 I - : _ ­q- i I t. � ! - _.___ __ _ I - F ­_ _7 I (11 ! - __ . I C11 I ­: . I i I v-.1 __­-1. i — . _ : I j I t 11, i i f I � H I- �j lij i 2X4 KEYWAY IF CONSTRUCTION . * 1. i — � I � 1� ! t ! , I � I - OPEN —, JOINT 15 REQUIRED. A i i 4i ., ; ; 1 9. i - , . � 0 i j 1 I I � I I I I IV I I I 0___� � . i ;i: I.. ; i ! : I I I L - , i �, �,, 'I 1 1 i I I 11 I 1; j;;1! ; F i , t_! � 4" 1 - __ . ,-, 3 1 C :L :'R: � _\ I .t , I.. k ­ - -*- I - . �� _, ; k� "'' '. I �� I I �l11 : , , � I . , :­1 4' 1 4 ti) ' I I., � � - I . I �A � 11�,� "A ,.�.'k' , ,� '4, _. !, ` REVISIONS I . I , - , I' .,-". u"; - ,�'-'�:�-YA o� � 1� J4 , NO. DATE BY DESCRIPTION , I � I I ` )" '­ - I . I t . - . . , - ", - "'.. , I r T., .. ,, �- ".. -, s I I __', � _�, ) A I . ", ,, . " �' /a\ . I I , 1 . � � ;, Am . . . 1., � � - , . , ,,, , , I , , J. -J. '.I - ----- . I I . I j,,J, -11 _ , -11, A I � . "I . q . .1 ­�,:�­"; , I 4 -, 1,11 �', 1, ,i� A - I .1 ., ,� � , ,!�Irl.. ,,��? �.­,.! � ­ .11 - V",'!�, {j I , " 1,ii �o � . . � , n` j 7 o� TYFIGAL JOLT TO GISPER SCALE 3/4'=I'-O' U.N.O. L3x3x3/16xCONT. SEE 4/6 FOR LOCATION 5T AND 415HED BY l2� ILL CONNECTION LOCATION TYP W/ 3000 psi CONC.- AFTER ERECTION JOIST: SEE PLAN — — — MASONRY COL.: SEE PLANS STOP REINF. P BELOW PL JOIST GIRDER: SEE PLAN AS REO'D. TYPICAL GIRDER STABILIZER PLATE DO NOT WELD GIRDER TO PLATE RIJ55 4D] m H (2) , 2 X 2 x 1/4 STIFFENER EACH 51 DE .:' STEEL BEAM SEE PLAN PANEL POINT 4 u AT TOP CHORD PL 1/2', x I' x 14 I .1 (OR GREATER) wl 2 EA. 1/2' x 16 D5A KNOCK OUT WE55 AT a' GAGE TYP. AND WALLS AS READ .7 LLLLI FOR 1 03 TIE TOP (SUSPENDED LOAD) CMU PIER 'j SEE PLANE, E4/[ERCNNECTION TYFICAL &TRUT PETAIL A J" n i!2 NOTE: PROVIDE 5/I(o,WA5HER5 o ALL J015T GIRDERS WITH SLOTS 2' LONG 5.T.J JOI&T GIRDER — - = , __ 7— =. '-t- .= = 17'.- = PL 3/4 x ro x !o GIRDER TO STEEL COLUMN � � % ���352-324-2262 FAX I J C) It I I(-) (.,I—IU (-,UNN. nC►' E-MAIL: TFBOC((,-bAOL.COM s'mcruRAL ENGINEERING Proj. No. 2002-087 PROJECT MANAGENIENT BOLTING SCHEDULE NOMINAL BEAM DEPTH, INCHES ROWS OF 3/4' H55 BOLTS TI OR, a 10 2 12 15 3 16 10 4 21 24 Y 3' 3110 4 il.i. 11/2' y�� PIER SEE PLANS — a' CMU WALL TH SEE PLANS 5/a'.x12'xREaD 11 10, LLF. BEAM: SEE PLAN T.C. L3x3xl/4 E.5. �I — 0 - NOTES V------------- (D 3/4' PIA A325N 1-155 U.N.O. 3/4' A325 1­155 Q 3' O.C.-- SEE BOLTING <E ILI + 1 NUI­15ER OF ROWS 15 EQUAL (�) SCHED. <1 ++ ANGLE- SEE ELEV. TO NUMBER OF BOLTS 1,T/BEAM TO ENCLOSED WED Ix SEE PLAN(�) ALL FRAMING CONNECTION5SHALL 3/16 PL SEE ELEV. CONFORM TO SCHEDULE UNLE55 —3/4',P EPDXY ANCHORS T/P R 45ET/PIEFR DETAILED OTPERW15E ON AT SOLID CELLS f E PLAN FRAMING PLANS ro' MIN. PENETRATION GROUT SOLID O THRU PLATE THICKNE55 50LID GROUT TO MATCH BEAM WEB TOP a' ELEVATION SECTION O 3' DIMENSION TYP. EXCEPT AS RECOMMENDED PLATE 5-t- AISC; FOR LARGER FL. 1/2x,3xl2 W12 - 3/4'x( MEMBERS. F�F �nl T;=n (-_QNNf=CT1QN FLATE 5OLT SC�IEPULE PRE-ENGINEERED WOOD TRU55 5IMP50N A34 w/ FLY CD SHEATHING 2 EA 3/16 TITEN5 wl 1/2' x 0' 5 P15L 2xro TOP PL A.5 SEE EN 5TRUCT.. NOTES TO WALL 4 4 EA 12d A305 NAILS T w/ WASHERS a4W O.C. TYP TO EA TRURUSS 55 INTO TOP TIE BEAM 5-3 PRE-ENGINEERED WOOD TRU P5L 2x(o TOP FL D5L 2x4 LEDGER T/CMU WALL w/ 1/2* M5 w/ WASHERS w/ 1/2' EPDXY ANCHORS w 4V O.C. 45' O.C. THRU FLANG SEE PLAN c 7/­ CMU WALL SIMPSON "-I T/5TEEL BEAM 5EEFLAN5 TYP EA. TRU55 SEE PLAN 5IMP50N U24 CMU WALL STEEL BEAM TYP EA TRUSS SEE PLANS SEE PLANS SIMPSON H-1 TYP EA. TRU55 T_ 11 _ _ _ TRU55 CONNECTION PETAL TRU55 CONNECTION DETAIL KNOCK -OUT BLOCKS USE THESE FOR ALL TIE BEA115 4 BOND BEAM$ CERTIFICATION U SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT THAT I AM SUPERVISION AND EA. FLUTE A DULY REGISTERED ARCHITECT OR ENGINEER 12' OR LES$ UNDER THE LAWS OF THE METAL DECKSTATE OF FLORIDA SEE GEN. NOTES AS SIGNIFIED BY MY HAND AND SEAL. JOSEPH B. WORCEwERRE. v, FL, REG. NO. 35308 STORE NUMBER 06970 PROJECT NUMBER 2011,67 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary U-BLOCKS L3x3x3/1& x Sanford, Florida .3'-0'CTRD ON OPNG DO NOT USE PERFENIAGULAR TO FLUTES Relocation of store 402294, 3822 S. Orlando Dr. THE5E IN ANY DRAWING TITLE WALL SHOWN ON THE STRUCTURAL PLANS FRAMING DETAILS CAD PLOT: SCALE. AS SHOWN RAWING. NO. I (TION ;LE WIND WIND 'IMU rH NGLE LATERAL FORCE Fx = 107# FORCES AND MOMENTS ACTING THROUGH ELEVATION AXIS LIFT FORCE Fz = 711# FRONT ELEVATION TOTAL VERTICAL LOAD: 1000 LBS. DESIGN LIMITS: 1. MAXIMUM HORIZON rAL ROTATION OF POLE = 0.20 DEGREES AT 45 rn.p.h. WIND. 2. MAXIMUM HORIZONTAL DISPLACEMENT AT TOP OF POLE = 0.20 INCHES AT 45 m.p.h. WIND. LINE OF COLUMN BELOW — LIFT FORCE Fz = 711# AXIAL FORCE _ Fx = 793# PITCH My = 36a FT.# SIDE ELEVATION AXIAL FORCE Fx = 793# LATERAL F Fy = 1( PLAN MAXIMUM LOADS: 125 m.p.h. WIND 1.2 METER SATELLITE DISH ANTENNA ' — ' —lJ SEE ANTENNA LOCATION AND ORIENTATION NOTE NORTH WELD ANGLE TO BAR JOISTS RODS AND ON OPPOSITE HAND 4 PLAN -SECTION PARTIAL ROOF FRAMING PLAN 7 NEW ANTENNA MAST SUPPORT SCALE 1" = 1'-0" SCHEME NO.1 ��_ CTIO 1'-0" \— 20 !I r — -- -- SI,IPPORTED ASSUME: 6" COLUMN 7-293 1-0 i PLAN PIPE CONNECTION BELOW ROOF 1" = 1'-0" SCHEME NO.1 LBAI' BEY GENERAL NOTES 1. ALL NEW STRUCTURAL STEEL SHALL BE ASTM A-36. 2. ALL NEW STEEL WORK SHALL COMPLY WITH CURRENT 3. ALILSVELDING SHALL BE PERFORMED BY CERTIFIED WELDERS. 4. CONTRACTOR SHALL VERIFY ALL MEASUREMENTS AND ALL FIELD CONDITIONS. 5. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY PROTECTION AGAINSr DAMAGE AND INJURY TO ALL FACILITIES, MERCHANDISE, EQUIPMENT, PERSONNEL, ETC. 6. ALL EXPOSED STEEL SHALL BE GALVANIZED. ANTENNA LOCATION AND ORIENTATION ANTENNA SUPPORT AS SHOWN SHALL BE LOCATED AT THE BUILDING COLUMN NEAREST TO PHARMACY. PRIOR TO INSTALLATION, REVIEW LOCATION WITH WALGREENS FACILITIES PLANNING AND DESIGN DEPARTMENT. CONDUIT OPENING MUST ALWAYS BE ORIENTED TO THE NOR rH OF THE ANTENNA PIPE. SUPPORT TO AVOID CONFLICT WITH THE ANTENNA THE ANTENNA MUST HAVE AN UNOBSTRUCTED POINTING DIRECTION FROM SOUTHEAST TO SOUTHWEST. INSTALLING CONTRACTOR PLEASE NOTE: 1. FOR PROTO—TYPE STORES — BUILDING COLUMN SUPPORTING ANTENNA PIPE AS SHOWN ON SCHEME #1 SHALL BE A MINIMUM OF 6" DIAMETER STANDARD PIPE AND ROOF FRAMING SHALL HAVE HORIZONTAL X—BRACING IN BOTH DIRECTIONS. 2. FOR ANY TYPE OF ROOF FRAMING OR CONSTRUCTION OTHER THAN AS SHOWN, THE SUPPORT AND STABILITY OF THE STRUCTURE SHALL BE CHECKED FOR THE FORCES AND MOMENTS SHOWN ON -mis SHEET. no I• �I � it II• 26 ROOF OPENING .I I' 12 I I I I (27) ROOFING VARIES trill ill I I . I i Q - I ► �1 � 2 can I I , i I I I I I I � i I 1 k a f FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cu:haci & Peterson, Architects FL Corporate Certificate #AA C000526 F 1220 Alden Rood Orlando, FL 32803-2546 htip://wwtiv.c-p.com Phone (407) 228-4220 Fax (407) 228-42I9 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY NEWC6CATr0N EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL 1 HR PHOTO OTHER Adak TFB 0 (;,1 27319 LIME AVENUE YALAHA, FL 34797 352-324-2257 VOICE 352-324-2262 FAX Inc. E-MAIL: TFBOC(�OL.COM STRUCTURAL ENGINEERING Proj. No. 2002-087 & PROJECT MANAGEMENT REVISIONS NDAE r BY DESCRIPTION KEYED NOTES 0 STEEL ROUND COLUMN. SEE DETAIL 5/S-7 (D ROOF JOISTS, 0 STEEL ROOF GIRDER. 0 4" X 4" X 3/8" ANGLES EACH SIDE WELD TO ROOF BEAM, ANGLE: AND 5" DIAMETER PIPE. 5 4" X 4" X 1/4" ANGLE WELD TO ANGLES. O 6" X 4" X 3/8" ANGLE WELD TO -TOP CHORD OF JOISTS AND TO 3 X 3" X 1/4" ANGLE. SEE SECTION 3/S-7 C) 5" DIAMETER DOUBLE EXTRA STRONG PIPE X 38.55#/FT.. PIPE SHALL BE WELDED ALL AROUND TO ANGLE SUPPORTS. 0 5/8" X 6 1/2" 0 STEEL PLATE. 0 1/2" WELD ALL AROUND (GRIND SMOOTH). 2 1/2" DIAMETER X 13.69#/FT. DOUBLE —EXTRA STRONG PIPE(2.88" O.D.). l0 EXTEND 6" INTO 5" DIAMETER PIPE. 11 PROVIDE MINIMUM 24 GAUGE GALVANIZED STEEL TEMPORARY CAP. SECURE TO PIPE WITH CAULKING COMPOUND. t 2 EPDM RUBBER CAP (CU r TO FIT PIPE DIAMETER) WITH STAINLESS STEEL CLAMP ON ABS RIB REINFORCED PLASTIC CURB COVER AS MANUFACTURED BY: PORTALS PLUS INC. 639 THOMAS DR. TEL: (630) 766-5240 BENSENVILLE, IL (800) 624-8642 O. A - - - ZL 0 - - A - - CERTIFICATION AND SEAL 13 NON—METALLIC BASE FLASHING. C`J 18 GAUGE GALVANIZED INSULATED METAL CURB STYLE RC-2A AS I HEREBY CERTIFY THAT THIS MANUFACTURED B� PORTALS PLUS. (CURB SIZE 12" X 27 1 /2". PLAN AND SPECIFICATION WAS PREPARED BY ME OR t5 PACK SOLID AROUND PIPES AND CONDUIT WITH BATT TYPE INSULATION. UNDER MY DIRECT f +I Ive �f SUPERVISION AND THAT I AM `' 16 METAL DECKING. A DULY REGISTERED�r r ARCHITECT OR ENGINEER t (2) 2 1/2" x 2 1/2" x 1/4", 2'-6" LONG TUBES WELD To GIRDER. UNDER STATE OF EL LAWS F THE ,y t 8 NOT USED AS SIGNIFIED BY MY HAND AND SEAL. 10SEPH B. WORCES'CER P.E. t 0 NOT USED FL. REG. NO.35308 20 3/8"X 8" BOTTOM PLATE CUT TO FIT, FULL WELD TO COLUMN. STORE NUMBER 06970 21 ROOFING ON RIGID INSULATION ON METAL DECK. PROJECT NUMBER 201157 22 WELD 3" X S' X -1/4" ANGLE. PROJECT NAME 23 3/8" X 8" PLATE WELD TO COLUMN AND BOTTOM PLATE. (S.E.C.) Orlando 17-92 &Lake Mary 24 EPDM RUBBER CAP FOR CONDUIT THRU ROOF. SEE PLAN AT ROOF DETAIL Sanford, Florida 6/S-7 AND SHEET E4.6. Relocation of store #02294, 3822 S. Orlando Dr. 25 JOIST BOTTOM CHORD STIFFNER. 26 3/8" STEEL PLATE, FIT INSIDE DIAMETER OF 5" 14 DOUBLE —EXTRA STRONG DRAWING TITLE ' PIPE. WELD TO 2 -1/2" 0 PIPE. ANTENNA DETAILS 27 MULTI —OPENING PIPE PORTAL SYSTEM "18 GAUGE INSULATED GALVANIZED METAL CURB. CAD PLOT: SCALE: AS SHOWN DRAWING NO. 28 ACRYLIC COATED ABS PLASI"IC COVERS FOR DOUBLE PIPE PORTAL SYSTEM. DRAWN BY: 29 EPDM RUBBER CAP SINGLE OPENING (SEE SECTIONS). VOID PLOT: PS O30EPDM RUBBER CAP CUT TO FIT FOR CONDUITS (SEE DETAILS ON SHEET =7, E'4.4). SEE ANTENNA LOCATION AND ORIENTATION NOTE. RELEASED TO DATE: 6/24/2002 CONSTRUCTION: O IGC❑ 0— I WOMEN NOTES 1 - ALL WORK SHOWN TO COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2 - SEE ALL OTHER DRAWINGS AND WALGREENS SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. 3 - ALL WATER &. GAS VALVES SHALL BE JOMAR T/S100, BALL TYPE (OR EQUAL). 4 - SEE SPRINKLER RISER DIAGRAM, DETAIL 3/P2.1. 5 - PROVIDE COMPLETE WALK-IN-COOLER/FREEZER PLUMBING SYSTEM. 6 - ALL HOT AND COLD WATER PIPING (ABOVE FINISHED FLOOR) TO BE COPPER, TYPE 'L'. (ALL SUPPLY PIPING WITHIN THE BLDG. TO ABOVE GROUND). 7 - ALL PIPING ABOVE GRADE SHALL BE INSULATED. 8 - THE IRRIGATION SYSTEM CONTROLS ARE TO BE LOCATED ON THE INSIDE OF THE BUILDING (AT THE RISER LOCATION). 9 - WATER SUPPLIES FOR ALL FIXTURES (EXCEPT URINALS) SHALL BE CHROME PLATED BRASS AND HAVE WHEEL (NOT KEY) OPERATED STOPS. 10 - ALL PLUMBING FIXTURES SHALL HAVE BRANCH SIZE, 12" LONG AIR CHAMBERS -OR -CODE -APPROVED- DEVICE- 11 - PROVIDE CLEAN OUTS AT THE END OF EACH BRANCH, EVERY 50'-0", AT THE BASE OF EACH STACK AND AS OTHERWISE NOTED. FIRE SUPPRESSION SPRINKLER SYSTEM NOTE CONTRACTOR TO FURNISH SHOP DRAWINGS AND PROVIDE A COMPLETE FIRE SUPPRESSION SPRINKLER SYSTEM TO ENTIRE WALGREENS LEASED AREA. SYSTEM TO BE INCORPORATED INTO WALGREENS LAYOUT AND MUST COMPLY TO ALL NATIONAL, STATE AND LOCAL CODES AND ORDINANCES, INCLUDING INSURANCE UNDERWRITER'S REQUIREMENTS. IF SUPPLEMENTARY SPRINKLERS ARE REQUIRED IN SOFFITS, SEE ARCHITECTURAL DRAWINGS FOR APPLICABLE SOFFIT DETAIL. SPRINKLER HEADS IN STOCKROOM TO BE LOCATED TIGHT TO BAR JOIST, CLEAR OF STOCKROOM SHELVING). COORDINATE WITH FIRE M SYSTEM WHEN APPLICABLE. 1 1/2' CW \ r i PORTER �I PASSAGE 1 L 10 FD �I LAV-1 O) �UR-1jCO FC FCO G -- -I—S S SAT- S O <,( I I GENERAL ci FD we-2 wC-2 T� ( I - STOCKROOM AV-1 LAV-1 PH-1 12 �1 o I� ERS-1 — — ---. i —'J iL L - — - — - — - — - — - — --------------------- -73/4' CW PATIEN r - S EATI N _ n n /4. A A 0 O II I I I`/� I I IT-, I II I j I I GENERAL SALES I I 'I I II I �I I I I II I II I II I 'I I II I I; I II I II I II 'I I '1 I II I II I �I I I I II I II I COSMETICS I I II I i II I i I II I i 1 II I N .� ENLARGED PARTIAL PLAN ; J:\ I ��. / /, T ����\ N❑ T❑ SCALE 3/4' CW� -------- _.�_ _ e _ _ _—_ _ L—I . WH-1 I I I II I II .------------------- --- — --- ------ ----- - -- -' I Ft E-I .j FC❑ EVAPORATOR UNIT EVAPORATOR UNIT FC❑ i I VTR SK-1 n T� II II II II I 101 II I II I II I o e II I Ili II I II I 3 / 4' -C-W — \,��ll II I II I II I I I I II I WH-1 STORM DRAIN LATERALS II II II II I I LOCATED Q EA. FLAT ROOF II RAIN LEADER (TYPICAL OF 4) I I UNDERGROUND STORM DRAT II II SEE CIVIL DRAWINGS FOR ACTUAL LOCATION y II RECEIVING II II II II II II II II II II — ELECTRICAL EQUIPMENT AREA TRAINING ROOM I I. II II II II II II II PASSAGE 2 II II II II II II II II II II II II II II II OFFICE I I II II II M�3 --==— I I I 11L .—I FCV GCO —1 HOUR PHOTO PLUMBING PLAN PLUMBING KEYED NOTES PLUMBING FIXTURE SCHEDULE OPROVIDE WATER SERVICE FOR DOMESTIC, IRRIGATION AND FIRE PROTECTION, INCLUDING SHUT-OFF VALVES, METERS ERS-1 EMPLOYEE ROOM SINK: (ADA COMPLIANT-) (USE MINIMUM SIZE METER ALLOWED BY CODE AND SEPARATE METER FOR ELI<AY N0. LRAD-1716 LUSTERTUPIE SINGLE BOWL SINK W/LI<35FACILITIES q �+ IRRIGATION SYSTEM), BACK PRESSURE VALVES AND PRESSURE REGULATING STRAINER AND STOP AND CHICAGO FAUCET N0. 786-E3 DECK MOUNTED I -AC I L I T I E S PLANNING nAND DESIGN VALVE WHENCOORDINATE REQUIRED TO LIMIT STORE PRESSURE R 50 PSI. FAUCET WITH GOOSE NECK SPOUT AND WRIST BLADE HANDLES. 200 WIL_MO T ROAD DEERFIELD IL COORDINATE THE LOCATION AND ROUTING WITH WALGREEN CO. AND THE (' q q o WATER DEPARTMENT. EWC-1 ELECTRIC WATER COOLER: (SPLIT LEVEL) 847-940-2500 60015-4616 OPROVIDE AN ELECTRIC WATER HEATER, BRADFORD WHITE #Ml11-4026 D.S. OASIS NO. PBAMSL, HANDICAP ACCESSIBLE, SELF CONTAINED, 450OW, 203 10, SEE DETAIL 2/P2.1. WALL HUNG, SPLIT LEVEL ELECTRIC REFRIGERATED WATER COOLER. ACCEPTABLE ALTERNATE MANUFACTURERS - ELKAY, HAWS, SUNROC C���C�1�1 3 O 1 HOUR PHOTO SINK. TANKLESS (PREFERRED) STIEBEL ELTRON MODEL # DHC 10-2. 208V, 1 PH. 7.2 KW. 497 TEMP. RISE @ 1 GPM OR APPROVED EQUAL. LAV-1 AND HALSEY TA'YLOR. LAVATORY: ! �Qr z; j� 1(s n% J 4- f FOR THE NEAREST DEALER N - - LE CON -FACT TACT STIEBEL ELTRON ©1 800 582-8423. STORAGE AMERICAN STANDARD NO. 0355.012 "LUCERNE" 20"XI8" VITREOUS - ter��jj f - �✓l�.i `�i��9 ��� ��� TYPE WATER HEATER TO BE USED ONLY WHEN CODE PROHIBITS TANKLESS TYPE. CHINA, WALL HUNG LAVATORY, WITH NO. 5502.140 "MONTERREY" -- '` FL Cu poCate Certificate HAA C000526 USE BRADFORD WHITE 2 GAL. MODEL # M-1-PC2U6SS, 1.4 KW, 120V, 1 PH. LAVATORY FAUCET, 1 1/4" CHROME PLArED,BRASS (17 GUAGE),;. Krn T&P RELIEF VALVE DISCHARGE TO FUNNEL FLOOR DRAIN OR PER LOCAL CODE. P-TRAP, WALL HANGER, ETC. ACCEPTABLE ALTERNATE MANUFACTURERS t. SEE CRITERIA SPECIFICATION FOR DETAILS. - KOHLER, CRANE OR ELJER FOR LAVS. OWATER COOLER. PROVIDE 1/2" C.W.; 1 1/2" DRAIN AND VENT IN WALL. - ZURN AND CHICAGO FAUCET FOR FAUCET. 1220 Alden Road (MOUNTED 3'-0" A.F.F. TO CENTER LINE OF NOZZLE). POST HYDRANT: Orlando, FL32803-2546 OEXPOSED RX SINK. PROVIDE 1/2"C.W.; 1/2"H.W., 105 DEG -E F.; HEAD, NO KEYr85 OPERAED312" ABOVE ROOF LINE.rI-FREEZE POST HYDRANT, http:HwwNv.C-p,coiu 1 1/2" DRAIN AND VENT IN WALL. SEE DETAIL /P2.1. ACCEPTABLE ALTERNATE MANUFACTURER - WADE Phone (407) 228-4220 OMOP BASIN. PROVIDE 1/2"C.W.; 1/2"H.W., 105 DEGREE F.; 5K-1 PHARMACY SINK: Fm (407) 228-4219 3" DRAIN AND VENT IN WALL. O7 EMPLOYEE ROOM SINK. PROVIDE 1/2"C.W.; 17 "H.W.; 1 THIS SHALT_ BE A SPECIAL RX CABINET SINK COMPLETE WITH FAUCET, ETC. FURNISHED BY WALGREENS, WITH STORE FIXTURES, AND PROJECT 1/2" AIN DATA AND VENT IN WALL. INSTALLED BY CONTRACTOR (SEE DETAIL 1/P2.1). O 4­69�� - MB-1 MOP BASIN: TYPE (;ENERAL SALES ; FOOD MART - �..Q41pT P V FL❑REST❑NE NO. MSR-2424. 24x24. FURNISH AND INSTALL MOLDED MUP SERVICE RECEPT❑R WITH INTERGRAL DRAIN SUCH AS MANUFACTURED NEW PHARMACY ry : SECURITYpR_o "4, F,p SdAlJf , _ _ BY FL❑REST❑NE PRODUCT C❑, M❑LDING SHALL BE DONE UNDER HEAT " i�-W,a>�'E: EWE+Eir�TE-��+RE9-B�-t96+�-6eBE-�. AND PR I ESSJP.E USING MATCHED METAL DIES. THE uNrr TO BE ONE PIECE �� '� - LIQUOR 24 FIUUR STORE WITH NO SEAMS. SHOULDERS SHALL BE NOT LESS THAN 1' WIDE, AND 9 1/2' INSIDE, UNIT SHALL HAVE RIBBED UNDERB❑DY AND INTERGRAL DRAIN PR❑VIDED REMODEL 1 tiR PtiUTU aOTHER FOR A N❑N-CAULKING C❑NNECTI❑N (LEAD CAULKED -36 i } ,� r'� ❑PTI❑NAL) TO A 3' PIPE. DRAIN SHALL BE 18 GAUGE STAINLESS, y E gH.,ap� ��H .�. � �g FLAT TYPE, #t 430 MODEL SHALL CONFORM TO ANSI-Z-124,2 AND _04-fp _ i 3Ft-&IP1 .Y,_T�RSW Z-124-6. CHICAGO FAUCET NU. 782-VB WITH 317 WRIST HANDLE (ADA) AND VACUUM BREAKER AT 3'-0' A,F,F, OR PER CODE REQUIREMENT, 1, THE AUTOMATIC IC FIRE SUPPRESSI❑N SPRINKLER SYSTEM ACCEPTABLE ALTERNATE MANUFACTURER — E.L. MUSrEE ANS SWAN, SHALL BE HYDRAULICALLY CALCULATED TO PR❑VIDE THE 10 COMBINATION FUNNEL/FLOOR DRAIN. HIGHEST OF THE F❑LL❑WING DENSITIES WHICH CAN BE 11 FLOOR CLEAN -OUT TO ACCEPT FLOOR TILE. UR-1 URINAL: ( ADA COMPLIANT) ACC❑MPLISHED WITH THE PUBLIC WATER SUPPLY: GPM/SF — 3000 SF, GPM/SF — 2500 SF, GPM/ AMERICAN STANDARD NO. 6561.017 "TRIMBROOK" VITREOUS CHINA, WALL .2 .2 ,2 SF - 2000 SF, OR GPM/SF — 2500. HUNG URINAL, 1.0 GPF, COMPLETE WITH SLOAN "ROYAL" 186-1 FLUSH .15 12 POST HYDRANT (PH-1) ABOVE ROOF FOR MAINTENANCE OF EQUIPMENT. VALVE WITH VACUUM BREAKER AND SCREW DRIVER STOP, WALL HANGER, PROVIDE A DRAIN LINE FROM POST HYDRANT DRAIN PORT TO FUNNEL/FLOOR ETC. ACCEPTABLE ALTERNATE MANUFACTURERS - KOHLER, CRANE, AND 2, ROOF DRAINAGE - WHEN ROOF DRAINS ARE USED, DRAIN. ELJER. H❑RIZ❑NTAL PIPING SHALL BE SUCH THAT INTERI❑R 13 PROVIDE 1/2" COLD AND HOT WATER, 3" DRAIN AND 1 1/2" VENT DOWNSPOUTS MUST BE LOCATED OUTSIDE THE SALES IN WALL. SEE DETAIL 4/P2.1 FOR WASTE PIPING CONFIGURATION. US-1 UTILITY SINK AREA TO LOCATIONS SUCH AS PLUMBING PIPE SPACES, FLORESTONE MODEL 'FH' 23" X 22" FIBERGLASS REIII STOCK ROOM ETC. j4 AUTOMATIC FLUSH SYSTEM (WAGCO-AWV-1196) CONSISTING OF AN ASCO VALVE (AUTOMATIC SWITCH CO. NO.8221G3-120-60 1/2"), VALVE FORCED POLYESTER RESINS, FLOOR UTILITY SINK WITH RUST FREE LEGS, OPERATING TIMER (OMRON N0.113CR-F8-AC100-240 AND OMRON SOCKET LEVELERS, CHICAGO FAUCET ASSEMBLY NO. 895 WITH 3 1/2" SPOUT. NO.P2CF-08), AND TIME -OF -DAY TIME SWITCH (OMRON NO.H5S-FB) ACCEPTABLE ALTERNATE MANUFACTURERS - E.L.MUSTEE AND FIAT. MOUNTED IN PREPIPED AND WIRED METAL OR FIBERGLASS ENCLOSURE. TIME SETTINGS: VALVE OPERATING TIMER "ON" CYCLE 5 SEC., AND WC-1 WATER CLOSET: ADA COMPLIANT ( ) "OFF" CYCLE 20 MIN., TIME -OF -DAY TIME SWITCH "ON" AT STORE AMERICAN STANDARD NO. 3109.016 BOWL WITH TANK 4098.700 TANK, OPENING AND "OFF" THREE HOURS AFTER STORE CLOSE. PROVIDE 1/2" COMPLETE WITH COVER LOCKING DEVICE. "CADET" ELONGATED, 1.6 GPF, COLD WATER SUPPLY TO VALVE, ASCO 660OA14 1/2", 100 X 100 S.S. MESH STRAINER, PRESSURE-ASSISIED SIPHON JET, FLOOR MOUNIED TANK TYPE VITREOUS FLUSH VALVE, HAMMER ARRESTOR, DISCHARGE INTO UTILITY SINK WITH AIR GAP. AND SHUT-OFF BEFORE AUTOMATIC FLUSH SYSTEM. CHINA WATER CLOSET. COMPLETE WITH CHURCH NO. 5334.024 SOLID PLASTIC, CONTACT CONTRO DESIGN INC. AT (847)918-9347 OR J.HAMILTON ELECTRIC WHITE, OPEN FRONT SEAT WINI CHECK HINGE (WITHOUT COVER), CHINA AT (847)640-8077. BOLT CAPS AND POLISHED CHROME TRIP LEVER. ACCEPTABLE ALTERNATE 15 -W1EN PH@Yi9 MANUFACTURER - KOHLER, CRANE OR ELJER. iW USED �h4falmW i�-�PRiht WC-2 WATER CLOSET: AMERICAN STANDARD NO. 3099.016 BOWL WITH TANK 4098.700 TANK, 15 PHARMACY SINK OR LAVATORY. TANKLESS (PREFERRED) STIEBEL ELTRON MODEL # COMPLETE WITH COVER LOCKING DEVICE. "CADET" ELONGATED, 1.6 GPF, PRESSURE -ASSISTED SIPHON JET, FLOOR MOUNIED TANK TtPE VITREOUS DHC 8-2, 208V, IPH. 5.4 KW. 54'F TEMP. RISE 0.69 GPM OR APPROVED EQUAL. CHINA WATER CLO5Er. COMPLETE WITH CHURCH NO. 5334.024 SOLID PLASTIC, FOR THE NEAREST DEALER CONTACT STIEBEL ELTRON r91-800-582-8423. STORAGE WHIIE, OPEN FRONT SEAT WITH CHECK HINGE (WITHOUT COVER), CHINA TYPE WATER HEATER TO BE USED ONLY WHEN CODE PROHIBITS TANKLESS 'TYPE. BOLT CAPS AND POLISHED CHROME TRIP LEVER. ACCEPTABLE ALTERNATE USE BRADFORD WHITE 2 GAL. MODEL # M-1-PC2U6SS, 1.4 KW, 120V, 1 PH. MANUFACTURER - KOHLER, CRANE OR ELJER. T&P RELIEF VALVE DIS 0,Q GE TO FUNNEL FLOOR DRAIN OR PER L WH-1 WALL HYDRANT: � C RI CATION I 17 EYE WASH (SWING -DOWN), BRADLEY MODEL S19-270H, PROVIDE 1/2" WATER WOODFORD 1,10. B65 ENCASED ANTI -SIPHON, AUTOMATIC DRAINING, FLUSH WALL HYDRANT. COMPLETE WITH NON -FREEZE 'TYPE INTEGRAL BACKFLOW COLD SUPPLY WITH SHUT-OFF VALVE. MOUNT EYE STATION TO DECK OF UTILITY SINK PREVENTER, COPPER CASING, ALL BRONZE INTERIOR PARTS. NICKEL (US-0. SEE DETAIL 4/P2.1. BRONZE BOX AND HINGED COVER WITH OPERATING KEY LOCK AND "WATER" CAST ON COVER. ACCEPTABLE ALTERNATE MANUFACTURERS - JOSAM, — WADE, ZURN AND SMITH. E+(a D ROUTE COLD WATER PIPING AWAY FROM STORAGE SHELVINGS. ALTERNATE ROUTING MAY BE NEXT TO INTERIOR WALL. COORDINATE WITH D1 DRAWING. — — — (CW) COLD WATER ---- (HW) H❑T WATER CD CONDENSATE DRAIN - -SAN- - SANITARY SEWER --Q-�- WATER METER WITH VALVES { SPRINKLER HEAD eFLUOR DRAIN (FFD - FUNNEL/FLOOR DRAIN) 0 FS FLUOR SINK 0 FLOUR CLEAN OUT NOT ALLOWED FCO IN PHARMACY 0 GCO GRADE CLEAN OUT POST HYDRANT PH -I-}-{ WALL HYDRANT WC❑ WALL CLEAN OUT M VALVE CONDENSATE DRAIN NOTE ROOFTOP H.V.A.C. UNITS TO HAVE CONDENSATE DRAIN LINES TO ROOF LEADERS. SEE SHEET AL3 II 2 10 FDA LAV-1 �MB-1 - -- 1 �c�jl FD UR-1 FCO r SAN- Iti/� C-1 FD WC-2 WC-2- AV-1 LTV-1 PH-1 12 II II r REVISIONS NO. DATE BY� DESCRIPTION /1 7-02-02 DEB WALGREENS COIMIMIErrS CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. GTGORY N. SIMV Iqn^ STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store 1/02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - PLUMBING CAD PLOT: SCALE: AS SHOWN DRAWING NO. DRAWN BY: VOID PLOT: MCLA)ED piml RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGREENS CRITERIA b 3 2436 2002 WALGPEDIS CPIFLRIA 1 I 2 13 200 CFM 9 20 12X12 TAG 14X8 MEN 10 20 12X12 EAG 14X8 ` 245 CFM g 12X12 EAG 10 20 330 CFM WOMEN 14X8 14X10 2 13 200 CFM win 3"0 6X6 EAG 1 20 -'�50 CFM --=-L RECEIVING GENERAL STOCK EMPLOYEE ROOM S - 1000 CFM 4O ----- ----- ------------ ------ 12X12 14X8 14X14 16X10 9 20 TAG 16X10 TAG i - IR I 9 20 14X12 I 12"0 16"0- �18" 02 850 CFM 48X24 RAG 2935 CFM 5 20 I 18» 0 24X20 D 42X16 DN �I .- 4@1000 CFM--�7 I i--RTU-6 S 15 20X20 RAG 5 -- S RTU-6 1700 CFM 14X14 EAG 10 2------------------------------------- 0550 CFM 500 CFM 13 I I II 14" 0 T RTU-5 16 550 CFM II II i I 1j 0 0 RTU-3 15 - - —r 14 �V22X12 16" 0 4X149M 18X18 2 1100 CFM 16" 0 I RASA 16"0 � ---- I Ir--S 1200 CFM20"0 S I 0»� L_ERV 2 24X20 DN 1 11 - I I I S L J 14"0 L--- J RTU-3� I 16X16 , 1 19 21 II T— L —J RTU-4 14"4i 1 19 21 I 14"0 48X24 RAG 2935 CFM 42X16 DN 5 20 0.1 I I 20"0 16 0 — — — I I I I i ---- - 16"0, - 16 - - - - — UE 1 02 825 CFM I 1 II I 02 825 CFM II I 2O 1200 CFM II I II I 11 I I I 1 I� I 14� 61 SAG PO iCFM GENERAL SALES F°- 8 12 11 I 1I I I I 2 II I 0 II I 1 II I — li I I I-- I I » 8 22 450 CFM COSMETICS O 330 CFM 2 350 CFM O 24- 5AG 12"0 12"0 2 0 I CEM 12 „ SENSOR FOR RTU-2 41��11 16 12"� 18"� TO BE MOUNTED IN 14"0 RETURN AIR DUCT RTU-2 S RTU-1 24X20 DN 1 19 21 D'1 I i 42X16 DN S 5m20 r -1 S 14X14- w i I 9 20 I 48X24 RAG TAG I 48X24 RAG -' 's 0 I l i I i I 2435 CFM S I 22"0 1 4X1 4 ill i 245b5CFM I 24X20 DN I i 9 20 TAG 20"� 42X16 D 1 1 1 --- 1 X6 SAG RTU-1 ""I i I L 1 14"� !200! CFM 1 19 21 L--- -J 14"0 1 14"sb 16X14 CII II II II 1 11 I II I II I II I II I II I II I II I II 11# I II I II I II III I II 1 II — 11 I II �I 41 $ 12 14„� 11 20" 0 I 16X16 --- 20" 0 12 � 11 11 ERV-1 l 8»0 12" 0 12"� 16 I I 1 , 24X10 0� n 1 500 CFM 350 CFM O �� 10"IJ I 3 14 C1�/SAG �` �` 12„� O 450 CFM ;0 !CFM \ 8"0 4 18 10 20 (2) 14X14 JE/QG`- <�, I I WALL CA �\ �� �565 CFM/(EA) ABOVE ROOF 8„� 18"� i'� EF-1 ��8"4� 12"� 8"�i ' �16"0 6 10 \ _ 2 \`. 24X6 SAG 24X6 SAG I I �� 200M 24X6 SAG 24X6 SAP 200 CFM 200 CFM 200 CFMI PROVIDE 95° F. THERMOSTAT `� ------ - $ -- -q -g- 12 ------------------- -4- -8 121 ------ --- 4- -8- --� HALFWAY UP TOWER WALL `� -�� _ _ _ _ _ _ _ _ _ I_ F ABOVE CEILING. �� __ %_____________________�_-_-_------------------- - ---------------- FLOOR PLAN — MECHANICAL SCALE: 1 /8 =1 - 0 2104 2O 550 CFM 12"0 U 350 CFM PHARMACY 12"0 170 CFM O - 8X8 9 TAG 20 300 CFM O -1 OX8 -- 12X12 9 TAG 20 -14X14 —12X12 VD TAG- - Lo�_�6»� 100 CFM O RTU-1 T RTU-2 T RTU-3 T RTU-4 T RTU-6 T 02 300 CFM 14X14 RAG 5 20 17 500 CFM 16X 500 CFM O2 _12"0 OFFICE GENERAL NOTES 1 — ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2 — SEE ALL OTHER DRAWINGS AND WALGREENS SPECIFICATIONS FOR ADDITIONAL WORK OR CLARIFICATION OF NECESSARY WORK. 3 — ALL FRESH AIR INTAKES ON ROOF SHALL BE LOCATED A MINIMUM OF 15'-0" AWAY FROM ANY EXHAUST DUCT, BLOWER DISCHARGE, PLUMBING VENT, ETC. 4 — HVAC ROOFTOP & ENERGY RECOVERY UNITS TO INCLUDE FLEXIBLE CONNECTIONS, TURNING VANES, AND VIBRATION ELIMINATORS. 5 — ALL DUCTWORK TO BE GALVANIZED SHEET METAL. (LINED DUCTWORK WILL NOT BE ACCEPTED). DUCTWORK TO BE WRAPPED WITH R-6 INSULATION. 6 — EACH HVAC UNIT TO HAVE ITS OWN CONTROLS. SEE DRAWING M2.2 FOR HVAC CONTROL WIRING DIAGRAM. 7 — CONDENSATE FROM ROOFTOP HVAC UNITS TO BE RUN ONTO SPLASH BLOCK, PROVIDED BY ROOFING CONTRACTOR. SEE DETAIL 10, 11, AND 12/M2.1. 8 — HVAC & ENERGY RECOVERY UNITS MUST BE INSTALLED LEVEL ON ROOF. 9 — THERMOSTAT SENSOR WIRING TO BE RUN INSIDE PIPE COLUMNS. 10— DO NOT INSTALL SUPPLY AIR DIFFUSERS IN CEILING PANEL ADJACENT TO ROW OF LIGHT FIXTURES. COORDINATE DIFFUSERS WITH REFLECTED CEILING PLAN ON DRAWING A1.2. 11— FLEXIBLE DUCT LENGTH NOT TO EXCEED A MAXIMUM OF 7'-0", USE ONLY ON FINAL SUPPLY AIR RUN OFF FROM BRANCH DUCT TO SUPPLY AIR DIFFUSER, AND 3'-0" FROM THE RETURN AIR GRILLE TO THE METAL DUCTWORK. FOR BOTH CASES 90 DEG. TURNS ARE NOT ALLOWED — OFFSET ANGLES SHALL BE KEPT TO A MINIMUM. SEE DETAIL 7/M2.1, 8/M2.1 AND 13/M2.1 12— MECHANICAL SYSTEMS, PIPING AND DUCTWORK TO BE HELD TO 14' A.F.F. AND ABOVE, COORDINATE WITH STOCK ROOM SHELVING. 13— SEE ARCHITECTURAL DRAWINGS FOR HVAC ROOF CURB, ROOFTOP COMPRESSOR CURB AND SUPPORT DETAILS. 14— ALL NON —AIR CONDITIONING COMPRESSORS LISTED WITH REFRIGERANT PIPING SHALL BE FURNISHED BY WALGREENS. ALL ELECTRICAL WORK (SEE DRAWING E1.2) AND PLUMBING WORK (SEE DRAWING P1.1), INCLUDING ROOF SUPPORTS, FURNISHED BY CONTRACTOR. 15— PAINT THE INTERIOR SURFACE OF DUCTS WHERE VISIBLE THROUGH GRILLES, DIFFUSERS, ETC., WITH FLAT "DTM" (DIRECT TO METAL). NON—SPECULAR BLACK PAINT. 16— SUPPLY AND/OR RETURN AIR CEILING PLENUMS WILL NOT BE ACCEPTED. MECHANICAL NOTES 01 HVAC ROOFTOP UNIT. SEE GENERAL NOTES (ABOVE) AND SCHEDULE ON DRAWING M2.1 FOR ADDITIONAL INFORMATION. 02 S.A.D., CFM AS NOTED. S.A.D. NECK SHALL BE SAME SIZE AS SUPPLY DUCT. S.A.D. SHALL HAVE A TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE DETAIL 1 /M2.1. 03 NOT USED. S.A.G. SHALL HAVE A TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE S.A.G., CFM AND SIZE AS 0 NOTED. SEE DETAIL 2/M2.1. PROVIDE ALL NECESSARY TRANSITIONS. 05 R.A.G. SHALL HAVE A TOTAL STATIC PRESSURE DROP OF 0.12" OR LESS. SEE R.A.G., CFM AND SIZE AS NOTED. SEE DETAIL 3/M2.1. ROOFTOP CONDENSING UNIT FOR WALK—IN COOLER/FREEZER. OPIPE PORTAL FOR WALK—IN COOLER/FREEZER CONDENSING UNIT REFRIGERANT AND ELECTRICAL LINES. SEE DETAIL 6/M2.1. O ADJUST FRONT HORIZONTAL BARS TO AN ANGLE OF 45' SO THAT THE AIR FLOWS AWAY FROM THE WINDOW. O T.A.G., CFM AND SIZE AS NOTED. SEE DETAIL 3/M2.1. 10 E.A.G., CFM AND SIZE AS NOTED. SEE DETAIL 3/M2.1. 11 ENERGY RECOVERY UNIT. SEE GENERAL NOTES (ABOVE) AND SCHEDULE ON DRAWING M2.1 FOR ADDITIONAL INFORMATION. 12 INSTALL S.A.G. IN CENTER OF CEILING TILE CLOSEST TO WINDOW CENTER. 0 13 PROVIDE BORDER FOR MOUNTING CEILING DIFFUSERS IN DRYWALL CEILING 14 EXHAUST FAN MOUNTED IN CANOPY CEILING, ROUTE DUCTWORK TO BACKSIDE WALL OF CANOPY TO WALL CAP. (COORDINATE WITH ARCH.) 15 PROVIDE THERMOSTAT CONTROL SENSOR FOR RTU AT THIS LOCATION. (MOUNT 6'-0" A.F.F. ON REAR SIDE OF COLUMN OR 6'-0" A.F.F. ON WALL AS SHOWN ON DRAWING M1.1). 16 THERMOSTAT LOCATION FOR RTU-5. (MOUNT AT 5'-0" A.F.F. ON WALL) 17 THERMOSTAT LOCATIONS FOR RTU-1, RTU-2, RTU-3, RTU-4 AND RTU-6. SEE DRAWING M2.2. 8PROVIDE U.L. LISTED 1-1/2 HOUR FIRE DAMPER. FIRE DAMPER SHALL BE OUT OF AIR STREAM TYPE STYLE "B 8 SEE DETAIL 9/M2.1. 19 PROVIDE CONDENSATE TRAP FOR ROOFTOP UNIT. SEE DETAIL 7/M2.1 20 PAINT INTERIOR SURFACE OF DUCT, WHERE VISIBLE, WITH FLAT NON—SPECULAR BLACK PAINT PER SECT. 09910-3.02C. 21 FOR ROOF CURB SEE DETAIL 4/M2.1 22 STOCK ROOM HVAC ROOFTOP UNIT, SEE DETAIL 5/M2.1 DESIGN CRITERIA SHOWN BASED ON 2001 ASHRAE ORLANDO, FLORIDA 93' F. DRY BULB COOLING [76* F. WET BULB HEATING 42' F. DRY BULB MECHANICAL LEGEND NEW DUCTWORK, PIPING, OR EQUIPMENT FLEXIBLE DUCT ` DUCTWORK TRANSITION SUPPLY OR OUTSIDE AIR DUCT SECTION ® RETURN OR EXHAUST DUCT SECTION ® SUPPLY AIR DEVICE. CLEAR TRIANGLE SIDES INDICATE AIR FLOW PATTERN ® RETURN OR EXHAUST AIR DEVICE -- / FIRE DAMPER (-- MANUAL DAMPER ® MECHANICAL NOTE — NUMBER O THERMOSTAT (MOUNT 5'-0" A.F.F.) SEE CONTROL DIAGRAM, DRAWING M2.2. O SENSOR FOR HONEYWELL THERMOSTAT, SEE CONTROL DIAGRAM, DWG.M2.2, 0 SMOKE DETECTOR CFM CUBIC FEET PER MINUTE SAD SUPPLY AIR DIFFUSER SAG SUPPLY AIR GRILLE RAG RETURN AIR GRILLE EAG EXHAUST AIR GRILLE TAG TRANSFER AIR GRILLE A.F.F. ABOVE FINISHED FLOOR DN DOWN _Li--- UNDERCUT DOOR 3/4" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Ctffiaci Peterson, Ambitects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALESRd FOOD MART NEW LOCATION PHARMACY SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODELF 1 HR PHOTO IM OTHER F REVISIONS NO. DATE BY DESCRIPTION I CERTIFICATION AND SEAL i I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE MECHANICAL FLOOR PLAN, NOTES & LEGEND CAD PLOT: SCALE: AS SHOWN DRAWING NO. Engineering DRAWN BY: VOID PLOT: Professionals, Im. SMH DATE: 5/24/2002 SUPERSEDES PLAN Mechanical Engineers EB-0006437 1720 W. Cleveland Street — Suite E Tampa, FL 33606 (813) 251-6848 RELEASED TO CONSTRUCTION: ' DATED: OF DWGS. 2002 WALGREENS CRITERIA 3 j, 3 3 3 SUPPLY AIR DIFFUSER PROVIDE INSULATION --DUCT SIZE-1 AROUND DIFFUSERS, - I(('��'�NECK SIZE�'(I = SIMILAR TO DUCT = j'r---- --��I INSULATION. - _OVERALL DIFFUSER_ T-BAR SPACING PROVIDE A FULL FACE TYPE FOR ALL DIFFUSER TO FIT THE CEILING GRI Q OTES. 1. ALL ALUMINUM WITH WHITE FACTORY FINISH TO MATCH CEILING GRID. 2. SQUARE, ROUND OR RECTANGULAR NECK. ACCEPTABLE MANUFACTURERS: METALAIRE 5500-65-S4 (*) CARNES SFA (SJA) A24 (*) v KRUEGER SH (SHPC)-4-23 (*) PRICE AMD (AMDA)-VCR-36 (*) (*) APD AND OBD ONLY IN TITUS TDC-AA (TDCA-AA)-3-4 (*) OR OFFICE, EMPLOYEE ROOM TUTTLE & BAIL EY AM (AMA) L4 (*) AND PHARMACY AREA. 3. FOR OTHER MOUNTING TYPE CONSULT MANUFACTURER. FOR GYP. WALL BOARD APD-AIR PATTERN DEFLECTOR CEILING USE 5500-15. OBD-OPPOSED BLADE DAMPER 4. ALL FULL FACE TYPE DIFFUSERS. METALAIRE 5500-65-S4-APD-OBD DIFFUSER TYPE OPPOSED BLADE DAMPER (ALUMINUM CONSTR.) �j L AIR PATTERN DEFLECTOR FRAME (LAY -IN) AIR PATTERN (4-WAY) (NO SUBSTITUTION ACCEPTED FOR MANUFACTURERS LISTED ABOVE) STOCK ROOM HVAC UNIT RTU-6 (4 TON UNIT) 00 O O IJ SUPPLY AIR GRILLE AND REGISTER INSULATED PLENUM SUPPLY BOX DUCT / DUCT SIZE -3/8" n�ul�l�wn�lrl�ul�l�l�l■ u�uuuul���uuuuuul■ u�ulll�ul�uu�_�ullul�l■ u�l�tlllul��l�l�l���t�� t■ 9. NOTES: 1. ADJUSTABLE DOUBLE DEFLECTION. 2. ALL ALUMINUM WITH WHITE FACTORY FINISH. 3. FOR OTHER MOUNTING TYPE CONSULT MANUFACTURER. 4. PLENUM BOX TO HAVE FLANGE ALL 4 SIDES. 5. REGISTER SCREWS NUMBER AS REQ'D. PER MFR. 1 2 M2.1 (NO SUBSTITUTION ACCEPTED FOR THE MANUFACTURERS LISTED ABOVE) M2.1 PIPE PORTAL WATER TIGHT ACCESS PANEL REFRIGERANT PIPING AND OVER ENTIRE TOP. CONDUIT AS REQUIRED. REFRIG. LINE BY WALGREENS 6" X 10" ALUMINUM DUCT (20 GA.) FOR BEL OR MD 45' CONDENSING UNITS, 12" X 24" ALUMINUM DUCT (20 GA.) FOR PROVIDE END I WG-4 CONDENSING UNIT COVER, CAULK 6" PACKAGE. ALL OPENINGS ATTACH TO ROOF WATERTIGHT. z CURB ALL AROUND. 0 0 16X18 SUPPLY CURB AIR DUCT 10 I 7ROOF CONSTRUCTION DAMPER�`� SPLITTER D/AMP R AND OPE�ATING 20 18 R.A.G. WITHIN I JOIST DEPTH ROD W/LOCKING MBAR DE�YI�E. 1'-0" (MAX.) 8X18��8�8-�(TYPICAL)8X18 SAG I 2'-0 800 CFM SUPPLY OUTLET 8X18 SAG 800 CFM NOT TO SCALE NOTE: PROVIDE DUCT LAYOUT PER THIS DETAIL. DO NOT ADD ADDITIONAL DUCTWORK. GREENHECK ERV DETAIL TAKE OUTLET 5 M21 SUPPLY OUTLET EXHAUST INLET NOTES: 1. VERIFY ALL CONNECTIONS, ROUTING, EQUIPMENT SUPPORTS ETC. WITH ERV MANUFACTURER. 2. SEE SHEET M2.2 FOR ERV CONTROL DIAGRAM. ROOF CURB RETURN, TRANSFER & EXHAUST AIR GRILLE DUCT SIZE DUCT SIZE 12 L OVERALL DIFFUSER T-BAR SPACING ACCEPTABLE MANUFACTURERS: CARNES RAEA-TB FRAME METALAIRE CC1 TB KRUEGER EGC-10 PRICE 82TB TITUS 50F TUTTLE & BAILEY CRE1000 NOTES: 1. 0 DEGREE DEFLECTION. 2. ALL ALUMINUM WITH WHITE FACTORY FINISH. 3. 1 "x1 "x1" EGGCRATE GRID. 4. FOR OTHER MOUNTING TYPE CONSULT MANUFACTURER. (NO SUBSTITUTION ACCEPTED MANUFACTURERS LISTED ABOVE) BRANCH DUCT DETAILS MAX. 20' TRANSITION u7 (V D (4" MIN. PER SMACNA) RECTANGULAR DUCT 0 VOLUME DAMPER WITH LOCKING AMPER. �- PACK SOLID AROUND CONDUIT FLEX DUCT OR ROUND SHEET AND PIPING FULL HEIGHT OF METAL DUCT. FLEX DUCT MAX. CURB WITH FIBERGLASS BATT 7'-0" LONG, USE CLAMP TO TYPE INSULATION. ATTACH FLEX DUCTS AND SEAL. SUPPORT DUCT EVERY FOUR FEET NOTE: FROM STRUCTURE 1. SEE DRAWING A4.2 FOR ADDITIONAL INFORMATION. 2. FOR ALTERNATE, USE DOUBLE PIPE PORTAL BY PORTALS PLUS Eld CARRIER MODELS 50HJ - CONDENSATE DRAIN OUTSIDE CURB 10 M2.1 SUPPLY AIR - PLENUM GROMMET (1-5/8" HOLE SAW) - 1 PIPE AND - FITTINGS GROMMET (1-3/8" HOLE SAW) 3/4" PIPE - AND FITTINGS PIPE SUPPORT - ELBOW DOWN AT CORNER. SEE COND. DRAIN NOTE #7. DRAIN PIPE' 3/4" OR LARGER PIPE SUPPOR' VENT 1" HI, CONDENSACD TE PAN COMPARTMENT *CostGat'dTn Condensate Drain Seal Model 1524-07-56 *U.S. Patent No. 4,918,935 COOLING COIL - FILTER RETURN AIR DU( CURB NOTE: DO NOT ALLOW PIPES TO PROTRUDE THROUGH GROMMETS MORE THAN 3/4". FAN SCHEDULE MOTOR UNIT AREA SERVED CFM SID. TYPE RPM MAKE AND MODEL REMARKS NOTES VOLTS HP AMPS PHASE EF-1 CANOPY 350 0.25 CEILING EXHAUST 1/6 1.74 120/10 1,000 GREENHECK SP-250 ALUMINUM GRILLE O INTERLOCK WITH THERMOSTAT PROVIDE THERMOSTAT AND WC-8 HOODED WALL CAP W/ BACKDRAFT DAMPER. ENERGY RECOVERY VENTILATOR SCHEDULE SUPPLY EXHAUST INDOOR OUTDOOR MARK AREA SERVED TEMP. TEMP. VOLTAGE V/PH/HZ MANUFACTURER MODEL NO. NOTES COOLING EXTERNAL FAN FAN FILTERS EXTERNAL FAN FAN SUPPLY AIR LOAD STATIC MOTOR SPEED (PLEATED) EXHUAST AIR STATIC MOTOR SPEED 'F/% RH 'F/'F REDUCTION IN. H2O H.P. RPM IN. H2O H.P. RPM ERV-1 OUTSIDE AIR TO 1,130 47,658 0.250 1 /3 1,725 2"-30% 1,130 0.250 113 1,725 75/50 93/76 208/3/60 GREENHECK ERV-261 S-B O1 O2 RTU-1 &RTU-2 ERV-2 OUTSIDE AIR TO 1,130 47,658 0.250 1 /3 1,725 2"-30% 1,130 0.250 1 1 /3 [1,725, 75/50 93/76 208/3/60 GREENHECK ERV-261 S-B 00 RTU-3 &RTU-4 O1 PROVIDE SINGLE POINT ELECTRICAL CONNECTION. 2O PROVIDE WITH FACTORY ROOF CURB. 30 ERV UNITS A. WALGREEN CO. SHALL HAVE GREENHECK EQUIPMENT INSTALLED FOR ALL CITIES IN PUERTO RICO, THE STATE OF FLORIDA AND ONLY COATAL CITIES IN ALABAMA AND MISSISSIPPI SOUTH OF INTERSTATE 10 1. FOR GREENHECK CALL THE NATIONAL ACCOUNT TEAM ® (715)355-2231. cU 0 0 c1I Co N m D OUTSIDE AIR CALCULATION AREA AREA (SF) OCCUPANCY* P/1000 SF PERSON CFM * PERSON CFM SALES (NET) 11,537 COUNT 92 15 1,380 STOCK 1,473 - - 0.15 CFM/SF 220 OFFICE & TRAINING 500 COUNT 4 20 80 PHARMACY 925 COUNT 11 15 165 TOTAL REQUIRED 1,845 TOTAL SUPPLIED 2,860 �k PER ASHRAE STANDARD 62-1989 ROOF CURB DETAIL NOTE: AS PER 2002 FLORIDA BUILDING CODE. MIN 18 GA STRAP BOLT TO BOLT **1/4" BOLT W/WASHERS EDGE OF ROOF TOP UNIT / ROOF CAP AND LOCKWASHERS THRU UNIT FRAME AND CURB AND THRU UNIT CABINET. 16" ON CENTER FAN MAIN FRAME WHERE POSSIBLE. AVOID GASKET BETWEEN UNIT AND DRILLING COIL AREA. FULL PERIMETER OF CURB APPLIES TO TWO SEALANT AT ALL SCREW LONGEST SIDES. PENETRATIONS BY HVAC FLASHING ---� BY ROOFER t4" � TREATED WOOD NAILER 12" FABRICATED, MIN 14GA. BUILT UP ROOF CURB BY HVAC INSTALLED AND METAL DECK BY GENERAL CONTRACTOR SPACER BLOCK SHIM AS REQUIRED TO LEVEL UNIT. 1/4" PLATE OR STACKED INSULATION WASHERS FIBER SUPPORT ANGLES CANT AS REQUIRED BY :* 1/2"0 BOLTS, NUTS, AND GENERAL CONTRACTOR WASHERS ON 24" CENTERS. DUCT MIN. THREE REQUIRED PER ROOF OPENING AS SIDE. REQUIRED FOR REINFORCING SHOWN DUCTWORK IS FOR 110-MPH WIND LOAD DESIGN. 3 4 M2.1 M2.1 SUPPLY FLEXIBLE DUCTWORK RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. RIGID S.M. RADIUS ELBOW WITH INSULATION PER ----- ----- ------- I SPECIFICATION � I � I F I r r l VOLUME DAMPER 0 AT TAKE OFF I I (TYPICAL) Q� I �I I r m I� r 0 I r �" DUCT INSULATION PER I SPECIFICATION. I = I (TYPICAL) r U_ I r I o I �I J � --CEILING DIFFUSER S.M. = SHEET METAL S.A.G. NOT TO SCALE 7 M7 FM2.1 AUTOMATIC FIRE DAMPER DETAIL C 'H (TYP) NOTES: Ot THE FIRE DAMPER MANUFACTURER'S INSTALLATION DETAILS AND INSTRUCTIONS AS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OF THE ABOVE DETAILS WHERE APPLICABLE. Q2 FUSIBLE LINK, 165-F U3 REFER TO SMACNA, NFPA 90A AND MANUFACTURER'S RECOMMENDATIONS FOR SLEEVE GAUGES., 4O CLEARANCE REQUIREMENTS FOR DAMPER SLEEVES WITHIN A WALL OPENING ARE BASED ON 1/8- PER FOOT OF WIDTH (OR HEIGHT) UNLESS OTHERWISE STATED IN THE ASSEMBLY. COORDINATE THE PICTURE FRAME OPENINGS IN THE RATED STUD WALLS WITH THE CONTRACTOR PRIOR TO INSTALLATION OF THE DAMPER AND SLEEVE SDRETAINING ANGLES, MINIMUM 1-1/2"A-1/2"x% GAUGE, MUST OVERLAP THE STRUCTURAL OPENING ON ALL FOUR SIDES OF SLEEVE AND DAMPER BY A MINIMUM OF ONE INCH, AND COVER THE CORNERS OF THE OPENINGS. REPEAT THIS ON BOTH SIDES OF RATED WALL. O SECURE RETAINING ANGLES TO THE SLEEVE ON 8" CENTERS WITH ONE OF THE FOLLOWING METHODS: 1/4' BOLTS AND NUTS, OR No. 10 STEEL SCREWS, OR 1 /2" LONG WELDS OR 3/16" STEEL RIVETS. O7 CONNECT DUCT TO SLEEVE IN AN APPROVED BREAKAWAY TYPE CONNECTION. O ACCESS DOOR OR PANEL SHALL BE INSTALLED FOR THE PRESSURE CLASSIFICATIONS AND CONSTRUCTION STANDARDS REQUIRED AND LARGE ENOUGH TO USE TWO HANDS TO PERMIT MAINTENANCE AND RESETTING OF THE DEVICES. PROVIDE 7W0 ACCESS DOORS IF NECESSARY. THE ACCESS DOOR LOCATION SHALL BE FREE OF OBSTRUCTION AND FULLY ACCESSIBLE. 9OAFTER THE SLEEVE HAS BEEN CONNECTED TO THE DUCTWORK WITH THE BREAKAWAY CONNECTIONS AS LISTED ABOVE, AND THE DUCTWORK IS PROPERLY SUPPORTED, REMOVE THE CONSTRUCTION SCREWS FROM THE BREAKAWAY CONNECTIONS. SEAL DUCTWORK AND INSULATE WHERE REQUIRED. 10 MULTIPLE DUCTS PENETRATING A SECTION OF RATED WALL SHALL HAVE A MINIMUM CLEARANCE OF SIX (6") INCHES BETWEEN DUCTS. 11 REFER TO ARCHITECTURAL DRAWINGS FOR WALL CONSTRUCTION AND RATING. TYPICAL CONDENSATE DRAIN NOTES: 1. FURNISH AND INSTALL 3/4" (MINIMUM) CONDENSATE DRAIN PIPE. 2. COSTGARD DEVICE BY TRENT TECHNOLOGIES, INC TYLER TEXAS (903) 509-4843 3. CONDENSATE PIPING TO BE PVC SCHEDULE 40, IN BOTH THE BASIC AND ALTERNATE SYSTEMS. ELBOW DOWN. ROOFING CONTRACTOR TO PROVIDE SPLASH PROVISIONS. 4. DO NOT INSTALL ANY PIPING THAT WILL INTERFERE WITH REQUIRED UNIT ACCESS. 5. RUN BELOW ROOF IF CODE DOES NOT ALLOW DISCHARGING ONTO THE ROOF. 6. ALL PIPING SHALL BE INSTALLED INCLUDING BRANCH, MAIN, VENT AND COSTGARD. 7. RUN CONDENSATE PIPING 3" BEYOND ROOF CURB AND DISCHARGE IN THE DIRECTION OF THE ROOF PITCH. COULD BE ANY OF 4 CORNERS SO CONDENSATE RUNS AWAY FROM UNIT. 11 12 M2.1 M2.1 E� RETURN FLEXIBLE DUCTWORK RECTANGULAR OR ROUND S.M. DUCTWORK WITH INSULATION PER SPECIFICATION. DUCT INSULATION S.M. ELBOW PER SPECIFICATION. (TYPICAL) FLEX DUCT (TYPICAL) 3'-0" OF FLEXIBLE DUCT S.M. ELBOW S.M. = SHEET METAL (NUMBER OF DUCTS AS REQUIRED) NOT TO SCALE INSULATED S.M. RETURN AIR IL -PLENUM BOX CEILING RETURN AIR GRILLE R.A.G. 1� HEATING/COOLING UNIT SCHEDULE NOTE: AT 95' F. CONDENSER ENTERING AIR TEMPERATURE CONDITIONS. FUSE SIZE BLOWER COMPRESSOR ELECTRIC AIR COOLED CONDENSER FILTER UNIT UNIT AREA SERVED MAX. AMP 208 V HEAT KW _ ® TYPE MAKE & MODEL WEIGHT EER RATING NOTES TOTAL O.A.I. EXTERNAL EAT ('F) MOTOR ELECT. REQ. TOTAL ELECT. REQ. HP/ VOLTS/ M P H.P. 3 PHASE SUPIPLY TOTAL I.HSTATIC 2 DB/WB COOLING CAPACITY 208V/30 (PLEATED) LBS. RTU-1 FRONT SALES 76.3 3,000 565 0.60 75.5/63.4 2.0/6.4 208/30 85,760 18.6 1 4 ®q 1/4 2"-30% CARRIER 850 11.0 O®O©O RTU-2 FRONT SALES 76.3 3,000 565 0.60 75.5/63.4 2.0/6.4 208/30 85,760 18.6 12 ®q 1/4 2"-30% CARRIER 850 11.0 O®0©07 RTU-3 REAR SALES 96.6 3,500 565 0.60 75.4/63.0 2.0/6.4 208/30 94,200 24.0 1 4 ®q 1/4 2"-30% CARRIER 9 875 10.8 0®O®O RTU-4 REAR SALES 96.6 3,500 565 0.60 75.4/63.0 2.0/6.4 208/30 94,200 24.0 2 ® 1/4 2"-30% CARRIER 50HJ009 875 10.8 1 4 5 6 7 o OOQ 1.4 EA RTU-5 PHARMACY 48.9 2,000 300 0.50 77.8/65.2 1.0/6.4 208/30 61,210 12.0 1.4 1/4 2"-30% CARRIER 630 13.0 OO®O�j 06 `RTU-6 GEN. STOCK 47.8 2,000 300 0.50 77.8/65.2 1.0/6.4 208/30 48,880 =12.00.7 1/4 2"-30%1 CARRIER 5 565 13.0 OO®OO __ 0 WITH FACTORY ROOF CURB AND THRU ROOF CURB SINGLE POINT ELECTRICAL CONNECTION. O7 HVAC UNITS 2 WITH MOTORIZED OUTSIDE AIR DAMPER AND HOOD. A. WALGREEN CO. SHALL HAVE CARRIER EQUIPMENT INSTALLED ON ALL PROJECTS EAST OF THE 3 NOT USED. MISSISSIPPI RIVER EXCLUDING LOUISIANA, MAINE, MINNESOTA, MISSISSIPPI, NEW HAMPSHIRE, NORTH 4 WITH ELECTRICAL CONVENIENCE OUTLET. CAROLINA, OHIO, VERMONT, VIRGINIA, AND WISCONSIN. 5 SMOKE DETECTORS SHALL BE FURNISHED, INSTALLED IN DUCTWORK AND 1. FOR CARRIER EQUIPMENT, CALL CARRIER NATIONAL ACCOUNT TEAM ® (800)690-1083 WIRED TO SHUT DOWN UNIT BY MECHANICAL CONTRACTOR. TO COORDINATE YOUR PURCHASE ORDER AGREEMENT AND EQUIPMENT DELIVERY. © ALL OUTSIDE AIR HAS BE SUPPLIED TO THE RTU PRECONDITIONED FROM THE ENERGY RECOVERY VENTILATOR. 1 13, b)- �S o, = n Engineering Professlonals, Inc. Mechanical Engineers EB-0006437 1720 W. Cleveland Street - Suite E Tampa, FL 33606 (813) 251-6848 �W FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 REVISIONS NO. DATE BY DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE MECHANICAL SCHEDULES AND DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: SMH 2, 1 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 2002 WALGREENS CRITERIA cv 0 0 Cu m T) 0 CV 00 CU D BILL OF MATERIAL THE F❑LL❑WING CONTROLS TO BE FURNISHED BY TEMPERATURE CONTROL CONTRACTOR N❑. QUANTITY MAKE REMARKS —20 F' TO 80° F SCALE 1 DEGREE T1 1 (PER UNIT) H❑NEYWELL T7079BI028 DIFFERENCE (USE AS COMPRESSOR LOCKOUT T2 1 (PER UNIT) H❑NEYWELL T730OF2002 N❑TES FOR PHARMACY UNIT USE MODEL Q730OA2016 T7300F2010/Q7300A2016 (SWITCHING BASE 1 (PER UNIT) H❑NEYWELL T7047C1025 REMOTE SENSOR (NOTE, EXCEPT PHARMACY UNIT) 1 H❑NEYWELL T7022AI010 DUCT MOUNTED TEMPERATURE SENSOR REMOTE SENSOR N❑TEt REMOTE SENSOR (T7047C1025) IS TO BE MOUNTED ON COLUMN (❑R WALL), 6'-0' UP, WITH THE SUBBASE (T/Q7300) LOCATED IN ❑FFICE, CONNECT REMOTE SENSOR TO T—T TERMINALS OF SUBBASE VIA TWO (2) #18 AWG SHIELDED, TWISTED PAIR WIRES, BELDEN 8719, SEE CONTROL WIRING DIAGRAM, (D❑ NOT USE THE REMOTE SENSOR ❑PTI❑N ON THE PHARMACY UNIT). H❑NEYWELL T7300'S LABELED WITH CARRIER LOGO IS ACCEPTABLE, CHECK WITH LOCAL EQUIPMENT DEALER TO VERIFY MODEL NUMBERS. (T \ T/Q7300 HVAC EQUIPMENT TERMINAL STRIP L---.---.------i-(R kf--- SYSTEM TRANSFORMER r� 1 -- — — — — — — — — — C 1 I I I (IF NO 'C' TERMINAL) - --- -I---------------- I I ------------ Y2 I c2❑L I � I — — — — — — — — — — — — I —I Y1 T7047 C 1025 REMOTE SENSOR (COLUMN OR WALL MOUNTED. SEE REMOTE SENSOR NOTE, ABOVE. - — — — — — — — — — — l�j I — — — — — — — — — — — — Wl I I — — — — — — — — — — — — G I — — — — — — — — — — — — — — — r-- -- — — — — — — — — — — — — — — — — —I Ol POWER FROM HVAC FEEDERS WITH FUSED PR❑TECTI❑N. 2 O 24 VAC SECONDARY, MUST BE ABLE TO CARRY ADDITI❑NAL 6 VA LOAD OF THERMOSTAT AND SUB BASE. 9 FIELD INSTALLED JUMPER, O4 24 VAC ONLY, C01❑L HEAT I 2 HEAT 1 FAN ❑UTSIDE AIR DAMPER (M❑T❑RIZED) FIELD WIRING — — — — — — — — FACT❑RY WIRING T7300/Q7300 (C❑NFIGURED FOR 2H-2C) USED IN SINGLE TRANSFORMER, 2 STAGE HEATING/ 2 STAGE C❑❑LING SYSTEM WITH❑UT EC❑N❑MIZER, C❑❑LING / HEATING PROGRAM C❑❑LING ❑CCUPIED (8 A.M. — 10 P.M.) UN❑CCUPIED (10 P.M. — 8 A.M,) 1) SALES 76OF AND 55% RH (MAX) 1) SALES 760F AND 55% RH (MAX) 2) PHARMACY & 72'F 2) PHARMACY & 76'F PATIENT SEATING PATIENT SEATING 3) GENERAL 76'17 3) GENERAL 80*17 STOCK STOCK HEATING OCCUPIED (8 A.M, — 10 PA,) UNOCCUPIED (10 P.M. — 8 A.M.) 1) SALES 70'F 1) SALES 70'F 2) PHARMACY & 72'F 2) PHARMACY & 72'F PATIENT SEATING PATIENT SEATING 3) GENERAL 70'F 3) GENERAL 70'17 STOCK STOCK FEILD WIRING BY ELECTRICAL CONTRACTOR TO RTU-1 IFC CONTACTOR COIL NOTE 4 TO RTU-2 IFC CONTACTOR COIL NOTE 4 Al RTU-1 THERMOSTAT SUBBASE NOTE 5 I A2 L--J A1Q}; RTU-2 THERMOSTAT SUBBASE I NOTE 5 I A2r�� �I L--J FOLD WIRING BY ELECTRICAL CONTRACTOR GREENHECK ERV CONTROL PANEL PARTIAL SCHEMATIC DIAGRAM (TYPICAL FOR 2) H1 H4 CONTROL PWR XFMR Oev crrnninnov EXHAUST FAN i SUPPLY FAN I SUPPLY DAMPER' I ENERGY WHEEL -----------------------J NOTES: 1. APPLIES ONLY IF ENERGY RECOVERY VENTILATOR (ERV) SYSTEM IS UTILIZED ON THE PROJECT. 2. LOGIC OF ERV SYSTEM OPERATION WITHOUT ECONOMIZER (DETAILS 1 & 2): A. GREENHECK: ERV RUNS WHEN RTU-1 OR RTU-2 THERMOSTATS ARE IN OCCUPIED MODE AND WHEN AT LEAST ONE SUPPLY FAN (RTU-1 OR RTU-2) IS ON. 3. ALL THE RELAYS SHOWN WITHIN ERV PANEL BOUNDARIES SHALL BE FURNISHED BY ERV VENDORS, FACTORY INSTALLED & PRE —WIRED. 4. ALL RELAY COIL SHALL BE WIRED IN THE FIELD BY ELECTRICAL CONTRACTOR IN PARALLEL WITH RESPECTIVE RTU IFC CONTACTOR COIL. RELAY TYPE SHALL BE APPROVED BY RTU VENDOR. 5. THERMOSTAT SUBBASE AUXILIARY CONTACT. CONTACT IS CLOSED IN OCCUPIED MODE, OPEN —IN NON —OCCUPIED MODE. PARTIAL "ERV" CONTROL WIRING DIAGRAM. FOR REFERENCE ONLY Engineering Professionals, Inc Mechanical Engineers EB-0006437 1720 W. Cleveland Street — Suite E Tampa, FL 33606 (813) 251-6848 W"59AZC49AW FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http:/Iwww.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES 10 FOOD MART NEW LOCATION PHARMACY SECURITY NEW LOCATI EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL 1HR PHOTO OTHER I —I REVISIONS I NO. I DATE I BY I DESCRIPTION I CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE HVAC CONTROL WIRING DIAGRAM CAD PLOT: I SCALE: AS SHOWN VOID PLOT: I DRAWN BY: RELEASED TO CONSTRUCTION: SMH DATE: 5/24/2002 SUPERSEDES PLAN DATED: DRAWING NO. M2,2 OF DWGS. 2002 WALGREENS CRITERIA D POLE, LUMINAIRE, BASE ASSEMBLY AND ANCHOR BOLTS TO BE CAPABLE OF WITHSTANDING A MINIMUM OF 110 MPH WIND WITH AN ADDITIONAL GUST FACTOR OF 1.3. DEFLECTION SHALL NOT EXCEED 5%. R Q O I Y � J w3 mw 0 oN w oF- :2 aw 2� 00 O Z Z U Z<< o I v oww :2ww �- F- o SEE ENLARGED - Y w v~i DETAIL OF CROWN aow AT RIGHT. m mQ i=- z FOUR (4) ANCHOR BOLTS SUPPLIED o WITH POLES. I (V CONCRETE BASE, POURED IN PLACE BY ELECTRICAL CONTRACTOR (FREE OF FORM MARKS) A 0 -POLE CAP, FURNISHED / AND INSTALLED BY ELECTRICAL CONTRACTOR LAKE MAR Y BOULE V ARD MINAIRE LIGHT (W-1) FLOOD LIGHT BRACKET, SEE NOTE 7. SQUARE STRAIGHT STEEL POLE FINISHED DARK BRONZE POWDER COATED. SEE DRAWING E4.1, LIGHT FIXTURE SCHEDULE, NOTE 10 FOR POLE SELECTION. ACCESS HOLE WITH COVER AND GROUND LUG BEHIND COVER. (PROVIDE FUSES PER LUMINAIRE AT BASE OF POLE. FUSES SHALL BE SIZED AS RECOMMENDED BY BALLAST MANUFACTURER. (2) FUSES PER LUMINAIRE). BASE COVER, SEE NOTE 6. CROWN, TOP OF CONCRETE BASE TO SHED WATER. SEE NOTE 11. REINFORCING STEEL NISH GRADE =_____---_ =2 CONDUIT AND WIRING TO OTHER FIXTURES. INSTALL CONDUIT AT MIN. 30" B.F.G. A #3 1 12" 5#5 VER1 LIGHTING STANDARD E LEVATI 0 N SCALE: N.T.S. ENLARGED CROWN DETAIL 1 J C` I 0' 30' 60' SCALE: 1 " = 30' KEYED NOTES O1 FLORIDA POWER & LIGHT (F.P.L.) PAD MOUNTED TRANSFORMER. COORDINATE LOCATION AND METERING REQUIREMENTS WITH FPL PRIOR TO BID. O2 SEE POLE DETAIL, THIS SHEET. O3 PROVIDE (2) 1" CONDUITS (EMPTY W/PULLWIRE) FROM ELECTRONIC READERBOARD IN SIGN TO CONTROL CENTER IN MANAGER'S OFFICE, VERIFY EXACT TERMINATION REQUIREMENTS AT EACH END WITH WALGREEN'S REPRESENTATIVE, PRIOR TO ROUGH -IN, AND PROVIDE ACCORDINGLY. SEE NOTE No. 10. ® 1"C. (EMPTY W/PULLWIRE) TO FACP FOR MONITORING OF BACKFLOW PREVENTOR (SEE E1.6). O (2) 2" PVC CONDUIT (EMPTY W/PULLWIRE) AT 30" B.F,G. FOR TELEPHONE SERVICE. RUN CONDUIT TO PROPERTY LINE, CAP & MARK. COORDINATE EXACT LOCATION AND REQUIREMENTS IN THE FIELD WITH UTILITY COMPANY REPRESENTATIVE, CONTACT NICK FARIS, BELL SOUTH, AT (407) 237-3082. © PEDESTAL MOUNTED NEMA 3R METER ENCLOSURE BY CONTRACTOR PER FPL SPECIFICATIONS, LOCATE A MAXIMUM 15 ft. FROM �TRANSFORMER. O7 2#6, 1#6 E.G. IN 1-1/4" CONDUIT. ® ARROW INDICATES DIRECTION OF FIELD ROTABLE OPTICS. Og 3#4, 1#4 E.G. IN 1-1/4" CONDUIT, 10 2#4, 1#4 E.G. IN 1-1/4" CONDUIT. 11 4#6, 1#6 E.G. IN 1-1/4" CONDUIT. 12 4#4, 1#4 E.G. IN 1-1/4" CONDUIT. 13 (1) 2-1/2" CONDUIT (EMPTY WITH PULLWIRE) FOR FUTURE USE. VERIFY TERMINATION LOCATION AND REQUIREMENTS FOR EACH END OF CONDUIT, WITH GENERAL CONTRACTOR PRIOR TO ROUGH -IN, 14 3#1, 1 #1 E.G. IN 2" CONDUIT. FLOODLIGHT AIMING PROCEDURE 1. AIMING MUST BE PERFORMED A MINIMUM OF 1 HOUR AFTER SUNSET AND 20 MINUTES AFTER FIXTURE IS ENERGIZED. 2. LOOSEN 3 BOLTS ON THE SLIPFITTER JUST TO ALLOW LEFT/RIGHT ROTATION. 3, LOOSEN LARGE KNUCKLE BOLT TO ALLOW UP/DOWN ROTATION, 4. ROTATE THE FIXTURE LEFT/RIGHT AND THEN UP/DOWN TO ACHIEVE AN EVEN LIGHT DISTRIBUTION ON THE "WALGREENS" LOGO SCRIPT SIGN. REPEAT THE ABOVE PROCEDURE WITH THE FLOOD LIGHT ON OTHER POLE. 5. VERIFY THAT THE LIGHT IS DISTRIBUTED EVENLY ALONG THE VERTICAL SURFACE OF THE CANOPY WITH THE "WALGREENS" LOGO SCRIPT SIGN. VERIFY THAT MINIMUM GLARE ON THE PARKING LOT AND INSIDE THE STORE IS ACHIEVED, RE -AIM FLOOD(S) IF REQUIRED. 6. TIGHTEN ALL BOLTS, 7. FLOOD LIGHTS CAN BE LEFT ENERGIZED ONLY WITH LOUVERS INSTALLED AND AIMING PROCEDURE (ITEMS 1 THRU 6 ABOVE) PERFORMED, PYLON SIGN ELECTRICAL DATA (BASED ON 120V) LAMPS BALLAST AMPS V.A. CIRCUITS CIRCUIT ORIGIN PRIMARY (16) 60" (2) 256-672 9.0 1080.0 (1) SIGN PANEL 'LP-SP' PANEL T-12 CWHO (1) 256-472 2.7 324.0 20 AMP LED ON CS LED ------ 13.8 DISPL(PERAYS)2 2 D SPL1650.0 AYS) 20(AMP SIGN PANEL 'LP-SP' READER - BOARD HITECH LED ______ 30.0 (PER 2 DISPLAYS) 3600.0 (PER 2 DISPLAYS) (2) I 20 AMP SIGN PANEL 'LP-SP' * NOTE: A GROUND ROD (PER DAKTRONICS SPECIFICATIONIS REQUIRED TO BE INSTALLED BY THE ELECTRICAL TEE CONTRACTOR FOR ALL DAKTRONICS PYLON SIGN. DETAIL 5/E4.1 FOR ADDITIONAL INFORMATION. NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. FOR WALGREENS STANDARD PYLON SIGN, PROVIDE (1) 20A, 120V CIRCUIT FROM 'LP-SP' TO PYLON SIGN FOR PRIMARY PANEL (16'-8" X 5'-4") AND (2) 20A, 120V CIRCUITS FROM 'LP-SP' FOR THE LED DISPLAYS (24 X 80 PIXELS EACH SIDE, S-7 1/2" X 10'-1"). FOR NON-STANDARD PYLON SIZES, SEE PYLON SIGN ELECTRICAL DATA, THIS SHEET. 3. FURNISH AND INSTALL THE DRIVE ALARM SENSOR, WITH CABLE ROUTED BACK TO THE CONTROL PANEL, WHICH IS MOUNTED ON THE INTERIOR WALL OF THE DRIVE-THRU WINDOW UNIT. SEE DRAWING EI.2 FOR ELECTRICAL REQUIREMENTS. 4. SEE LIGHTING FIXTURE SCHEDULE ON DRAWING E4.1 FOR FIXTURE INFORMATION, 5. THE SITE LIGHTING IS BASED ON: ® COOPER 6. PROVIDE CROWN ON TOP OF CONCRETE BASE TO COMPLETELY SHED WATER. IF WATERSHED IS NOT PROVIDED, THEN GROUTING WITH A NON -SHRINK GROUT IS REQUIRED, PROVIDE WEEP HOLES FOR DRAINAGE. 7. FLOODLIGHT BRACKET SHALL BE 3" SQUARE STRUCTURAL TUBING WELDED TO STEEL MOUNTING PLATE WITH 2" TENON AND FRICTION FIT STEEL ND CAP. BRACKET MOUNTING HARDWARE SHALL INCLUDE (2) 1"-13 X 61" STAINLESS STEEL THRU-BOLTS, NUTS AND LOCKWWAASHERS. 8. THE POLE HOLDING THE 'W-1' FLOOD LIGHT SHALL BE LOCATED AT THE PERIMETER OF THE SITE WITHIN 20 FEET OF THE CENTERLINE OF THE "WALGREENS" LOGO SCRIPT SIGN ON THE FACADE. 9. SEE DRAWING E1.2 FOR ELECTRICAL REQUIREMENTS AT CANOPY. 10. PROVIDE CONDUITS TO PYLON SIGN(S) FOR DATA CABLE. RUN DATA CONDUIT, WITH PULL STRINGS TO OFFICE SPACE. SEE DRAWING E1.3 - ETHERNET SYSTEM, FOR EXACT LOCATION. ALL CONDUIT AND POWER SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR, PYLON DATA CABLE FURNISHED AND INSTALLED BY WALGREENS CONTRACTOR, 11. PROVIDE A 3/4"AO'-0" LONG COPPER GROUND ROD FOR EACH LIGHTING STANDARD. CONNECT WITH #6 GROUND WIRE. Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES IdFOOD MART NEW LOCATION PHARMACY Id SECURITY EXIST'G BLDG LIQUOR FJ 24 HOUR STORE REMODEL 0 1 HR PHOTO Rd OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION A 1 7/5/02 1 BW I WALGREENS REVIEW CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE ELECTRICAL SITE PLAN & DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: DS/BW E0m1 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 3 D 9 3 i SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR EXACT MOUNTING HEIGHT AND LOCATION (TYPICAL). 1 LPSP-14 2 O O I O I 1 +9'-0" A.F.F. O EE-1 ----------------- B-2 ®O X, fJ D tao" b E D a E-1 E D D� b " FI SEE NOTE #9 = 8-2 (TYPICAL)-, S-0„(H) E-1 ±40" LP1-2 B-2 B-2A17-p( O® D - • � E_1 a E - 1 , ID \ „ 0 IN R-1 T+9'-Qt\0.F. 0 D�Dr N / I DC lb b i I a C E-1 r LPl-20 _ _______ 0 1 ---,�- -- - , - ," -- -----------------------,-- 17 -6 H E 1 I- H i 35 -0 H A LP1-18 O `^ S A A LP1-32 1 o LP1-19 O E-2 LP1-10 E-2 Q 7 O (LP1-21) (LP1-11) (LP1-21) (P1-11) (LP1-21) (LP1-11) s I LP1-30- Ai'' (LP1-21) (LP1 i 11) (LP1-21) (LP1-23) (LP1-13) (LP1-23) (LP1-13) (LP1-23) (LP1-13) (LP1-23) (LP1t13) (LP1-23) A LPSP-17 ('1-HR PHOTO' SIGN) 0.1 2, II I C.2 I I II I I I II I S II I II I �I 23 00 -- 1 j l I S 1� I II I II I 23 I I I I I I� I I I II I C. I I III I, Is �I 23 I it I II I II I 22 II I S Ij I 23 II I LPSP-15 I; I II I I I D.1 ' ' I IS, II II 23 I I I LPSP-1Q I ('PHARMACY' S 3 LP1-8 (LP1-23) (LP 1-13) (LP1-23) (P1-13) (LP1-23) (LP1-13) (LP1-23) (LP113) (LP1-23) A 3) 1 8 (LP1-25) (LP1-29) (LP1-25) (4P1-29) (LP1-25) (LP1-29) (LP1-25) (LP 1-129) (LP1-25) A 0 LPSP-9 4.4 LP1-4 O �O D a ab S 3 3 U-1 LP1 1,3 LPSP-7 S U-1 8 U-1 la O 5 I II O ° o II a ° S S 1 II 29 U-lb Q 12 I 1Q I ,� 11 Oo I S S II / II I U-1Fff I Lv II i E2 S 2 9 t == S 3b I 3b - #; TYPICAL I 1 -----f --- -- 3-6" � I 21 \ U-1 2 " B LPSP-13 L-L LP 1- 31 I 1 F 2s (LP1-12) 0 (LP1-12) (P1-27) (LP1-12) (LP1-27) (LP1-12) Q -�: I (LP1-12) A 72 2O Ii�i I,�iIIItt - - IIIIII,I D 8 (LP1-25) A(LP1-25) (LP1-29) (LP1=25) (P1-29) (LP1-25) (LP1-29) (LP1-25) (LP1-.29) EII ID 1 F-1 I� LPl -31 I I III � II (LP1-12) (LP1-27) (LP1-12) (P1-27) (LP1-12) (LP1-27) (LP1-12) (LP1 27) (LP1-12) A i it II LP1 6 it II I I i it I� G I II 8 III I I III (LP1-24) (LP1-14) (LP1-24) (P1-14) (LP1-24) (LP1-14) (LP1-24) (LP1 14) (LP1-24) A i it II it II it II LPl-31 - - - - - - - - - - - - - - - I it II G 2s � i it II II (LP1-26) (LP1-22) (LP1-26) (IP1-22) (LP1-26) (LP1-22) (LP1-26) (LP1 122) (LP1-26) A = _ G G I I E-2 8 < LP1-31 I I (LP1-24) (LP1-14) (LP1-24) (P1-14) (LP1-24) (LP1-14) (LP1-24) (LP1 14) (LP1-24) A i I U-1 II G G .� I 1 I I I 27 II LP1-17T1 25 �,,A I O I , $ \ I G G �\ \ �\ E (LP1-26) 3 (LP 1-26) (LP 1-22) (LP1-26) (D (LP1-26) A � ), LP115 4 E-2 \ ` 8 , i G G 21 \ LP1 -31 LP1 -31 LPl-28 �� �� LI r- I,� 25 S 11'-0"(H) 21 - I S 21 21 S 21 S 21 22 S 21 S 1 I i 21 LPSP-6 21 S 21 O LPS -21123 i I ('1-HR PHOTO' SIGN) 21 S _ 21 No I ------ ---------- --------------------------------------------J I ------------ -------- ------ - - ----------------- - ------------------- - - --- J J F ----------------------------- -------------------- --------------------------- X.1 9 2 LPSP-2 LPSP-8 TYPICAL 3.1 .5 1.9 ('PHARMACY' SIGN) C 0 E� % p 01N LEGEND 0 FLUORESCENT LIGHTING - SEE DRAWING E4.1 FOR LIGHTING FIXTURE SCHEDULE AND DETAILS. ® FLUORESCENT NIGHT LIGHT I-Q EXTERIOR LIGHT FIXTURE (WALL MOUNTED) OUTLET (WATTAGE AND LOCATION AS NOTED) ® EXIT LIGHT: 'E' (CEILING MOUNTED WITH PENDANT) I--® EXIT LIGHT: 'E' (WALL MOUNTED) EMERGENCY LIGHT: 'E-1' (WALL/COLUMN MOUNTED) 4 EMERGENCY LIGHT: 'E-2' (CEILING GRID MOUNTED) SWITCH PL SWITCH WITH PILOT LIGHT MS MOTION SENSOR SWITCH GROUND CONDUCTOR NOTE; PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR IN EVERY CONDUIT AND RACEWAY. GROUNDING CONDUCTOR SIZE SHALL BE PER ARTICLE 250 TABLE 250-95 (MIN.). NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2, SEE LIGHTING FIXTURE SCHEDULE AND DETAILS, DRAWING E4.1, FOR FIXTURE INFORMATION, 3. SEE DETAILS ON DRAWINGS E2.11A AND E2.16 FOR LIGHTING PANEL 'LP-1' AND SIGN PANEL 'LP-SP' CONTROL WIRING, 4. SEE GENERAL NOTE 3, ON DRAWING E2.1 FOR EMERGENCY AND EXIT LIGHTING INFORMATION. 5. LIGHTING FIXTURES INSTALLED IN CONTINUOUS ROWS SHALL BE GROUNDED WITH A CONDUCTOR ROUTED FROM FIXTURE TO FIXTURE, MOUNTED TO EACH WITH GROUNDING LUG OR SCREW. ALIGNING CLIPS ARE NOT ACCEPTABLE. LIGHTING FIXTURE GROUNDING SHALL BE INSTALLED IN COMPLIANCE WITH NATIONAL ELECTRICAL CODE, ARTICLE 410-21, 6. DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS WITH ANY OTHER LIGHT FIXTURE. PROVIDE ENTIRELY SEPARATE RACEWAY SYSTEM ONLY WHERE REQUIRED, SUCH AS CHICAGO. CONNECT TO NORMAL ELECTRICAL SYSTEM WHERE ACCEPTABLE TO THE LOCAL CODE AUTHORITY, 7. 'H' LIGHT FIXTURE, LENGTHS SHOWN FOR REFERENCE ONLY. LIGHT FIXTURE LENGTHS DEPEND ON THE LOCATION OF F.E.(FINISHED END) SHOWN ON DRAWING D-1 (FIXTURE PLAN). CONTACT THE PROJECT ARCHITECT FOR A COPY OF DRAWING D-1, 8. LIGHTING FOR WALK-IN COOLER/FREEZER UNIT TO BE WALL SWITCHED. 9. STOCK AREA LIGHTING TO BE MOUNTED ABOVE AISLE, DO NOT MOUNT ABOVE SHELVING. (KEEP FIXTURE TIGHT TO JOIST) 10. SEE ARCHITECTURAL EXTERIOR ELEVATIONS FOR EXACT SIGN POSITIONS. 11. CEILING LIGHTS ARE TO BE WIRED TO THE BAR JOIST MEMBERS AT THE DIAGONAL CORNERS, 12. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STELL (1/2" MIN.), OR MC CABLE WHERE ALLOWED BY CODE. 13, PROVIDE EMERGENCY LIGHTING TO MEET THE REQUIRED FOOT CANDLE LEVEL PER LOCAL CODE. LIGHTING KEYED NOTES Ol FIXTURE "R-V% WALL PACK. HEIGHT AS NOTED. O FIXTURE 'S', RECESSED CANOPY FIXTURE WIRED FROM SIGN PANEL 'LP-SP'. O NIGHT LIGHTS (TO BE CIRCUITED AND SWITCHED SEPARATELY). ULTRASONIC OCCUPANCY SENSOR. (PURCHASE THROUGH GESCO'S NATIONAL OACCOUNTS DEPARTMENT, SEE NOTE III, ON DRAWING E4.1). WATT STOPPER "W-500A" WITH "B 120E-P" POWER PACK FOR CEILING MOUNTED INSTALLATION. OS 3#18 IN 1/2' C❑NDUIT TO PANEL 'LPSP'. O6 NOT USED. OUTLET BOX IN WALL, t6'-10" A.F.F., CONNECT TO CORNICE MOUNTED FIXTURE O7 "H", (LENGTH AS NOTED). SEE NOTE 7 AND DETAILS 1 AND 2/E4.1, COORDINATE TO AVOID WALL SHELVING STANDARD. 80 RECESSED SLIMLINE LIGHTS, SEE LIGHT FIXTURE SCHEDULE E4.1, O9 OUTLET BOX ABOVE CEILING FOR RECESSED FIXTURE "S". 10 NOT USED, 11 NOT USED. 12 FIXTURE "Cl", SEE ARCHITECTURAL EXTERIOR ELEVATION DRAWING A4.4/A4.4D FOR MOUNTING. »» ' 13WITII O 14 ONNE D P1) 20A.12OLE GIRRCPU CFROM PANEL 'LP-1', FOR NEON MORTAR 15 NOT USED. 16 ONE (1) 20A.12OV.CIRCUIT FROM PANEL 'LP-SP', FOR FIXTURE "H" MOUNTED ON BASE OF ENCLOSED CANOPY, ALONG PERIMETER OF GLASS, 17 NOT USED. 18 NOT USED. 19 ZVI ONE 20 21 NDIA AL OLETTER S CN, SIEEFNOTEPANEL 'LP-SP', FOR EXTERIOR ONE (1) 20A.12OV. CIRCUIT FROM PANEL 'LP-SP', FOR EXTERIOR 22 SCRIPT SIGN. PROVIDE THREE (3) JUNCTION BOXES, ONE AT EACH SECTION OF SCRIPT. SEE NOTE 10. »» " 23F9EFIFROM cirS'. 24 NOT USED. 25 RECESS MOUNTED "G" FIXTURE(S). PROVIDE 20OW OUTLV WITH RECEPTACLE FLUSH MOUNTED IN WINDOW JAMB 26 AT WINDOW HEAD 11 -10"t FOR WINDOW SIGN, (1 HR PHOTO AND HALLMARK) CONNECT TO LIGHTING CIRCUIT FROM PANEL 'LP-1', 27 LIGHTED SIGN BOX (20OW/12OV), SEE INTERIOR ELEVATION FOR EXACT POSITIONING. 28 NOT USED. 29 REFER PHARMATO DRAWING E2CY LOCAL R1BEFOR/COONTROLFF TWIRING( DETAILSION, MAINTAINED CONTACT). I; I II I 'H' FIXTURES LOCATED WITHIN ENTRANCE TOWER. I SEE ARCHITECTURAL ENTRY CANOPY DETAIL FOR tx `� LOCATION AND MOUNTING. .311 'LP1-33 LASP�i6 .2 1416 J �O \ - - ------------ ------------- X.1 ENTRANCE TOWER LIGHTING PLAN - SCALE: 1 /8" = 1'-0" RED 26'-8 1/2" SCRIPT SIGN DATA Ej SCRIPT SIGN TRANSFORMERS (BASED ON 120V) ELECT. w a L g r e e n S TOTALS NO AMP, 1.42 2.27 3.41 7.10 V.A. 162 259 389 810 1-20 TRANS. 1-4/30 2-6 30 2-5/30 1-6 30 2-4/30, 2- 5 30 1-6 30 11 AMP WIRE SIZE NOTES: 1. WIRE SIZING FOR ALL BRANCH CIRCUITS SHALL BE IN ACCORDANCE WITH N.E,C. 1999 EDITION TABLE 310-16 75' COLUMN AS A MINIMUM. 2. WHERE CIRCUIT ARE IN ACCESS OF 75 FEET ON 120V CIRCUITS WIRE SIZE SHALL BE INCREASED FROM NO. 12 ON 20 AMP CIRCUIT TO NO. 10. OVER 150 FEET USE #8 IN LIEU OF No. 10, 3. WHERE WIRE SIZE IS INCREASED DUE TO CIRCUIT LENGTH AS SHOWN ABOVE, THAT WIRE SIZE SHALL BE CARRIED THROUGH OUT THE CIRCUIT AS A MINIMUM, 4. WIRE SIZING SHALL BE AS SHOWN IN NOTES ABOVE OR AS SHOWN ON THE DRAWINGS WHICHEVER IS MORE STRINGENT. wao gAze-o" FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 f1%ftu.P000- Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL 171 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. \ CONSULTING ENGINEERS - cTs 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY DESCRIPTION 7/5/02 1 BW I WALGREENS REVIEW CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA ` AS SIGNIFIED BY MY 1 HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 &Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - LIGHTING CAD PLOT: SCALE: AS SHOWN DRAWN BY: DS/BW DRAWING El NO. A VOID PLOT: RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 0 C n E K(G NOTES 1 — ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2 — EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF—CONTAINED STANDBY BATTERY POWER SUPPLY. 3 — DO NOT CONNECT EMERGENCY LIGHTS OR EXIT SIGNS WITH ANY OTHER LIGHT FIXTURE. PROVIDE ENTIRELY SEPARATE RACEWAY SYSTEM UNLESS OTHERWISE NOTED. 4 — ADJUST EMERGENCY HEADS IN THE FIELD FOR BEST PERFORMANCE. LEGEND ® EXIT LIGHT: 'E' (CEILING MOUNTED WITH PENDANT) {—® EXIT LIGHT: 'E' (WALL MOUNTED) EMERGENCY LIGHT: 'E-1' (WALL/COLUMN MOUNTED) — — c EMERGENCY LIGHT: 'E-2' (CEILING GRID MOUNTED) (ARROW INDICATES HEAD DIRECTION) E 3/4" CONCEALED EMERGENCY AND EXIT LIGHTING CONDUIT WITH 10 AWG. WIRE UNLESS NOTED OTHERWISE. 3/4" EXPOSED EMERGENCY AND EXIT LIGHTING E CONDUIT WITH 10 AWG. WIRE UNLESS NOTED OTHERWISE. LIGHTING KEY NOTES O1 2#10, 1 #10 E.G. IN 3/4" CONDUIT THRU—OUT ENTIRE CIRCUIT. O CONNECTED AHEAD OF LOCAL LIGHTING CIRCUIT, PER NEC 700-12(e). SEE SHEET E1.1. LIGHTING FIXTURE SCHEDULE FlXTU E MODEL NUMBER MANUFACTURER LAMPS MOUNTING VOLTAGE TYPE SEE NOTE 3 BELOW E RIG RFA CIS 291y -L-;44 D6 I A„DC CEILING OR pLi� WeHi WSLX-70—RWH SURELITE LED WALL MOUNT WAL—EXFL—I—R—W—W—RT BIG BEAM W2PG1 CH(CHICAGO) LIGHTALARMS E-1 WXR6C(CHICAGO) SURELITE 6V, 12W HALOGEN ON COLUMN OR WALL WAL—H2ET6S10—W—RT BIG BEAM W2RPG2—CH (CHICAGO) LIGHTALARMS E-2 WGC-1507-2 (CHICAGO) SURELITE RECESSED WAL—H2BR6S10—RT BIG BEAM 6V, 12W HALOGEN CEILING Cuhad & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXISTG BLDG LIQUOR 24 HOUR STORE REMODEL 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS — cTs 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA �'�+ AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - EMERGENCY AND EXIT LIGHTING CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: DS/BW C I.IC M H RELEASED TO CONSTRUCTION: DATE: 5/24/2002 SUPERSEDES PLAN DATED: OF DWGS. a TC CONNECT TO SPRINKLER WATER FLOW BELL (PROVIDED BY OTHERS) - 30/2/N.F. EWH LP3-25,27 #10 LP4-27-o .Ad 9'-9 1 2" 8'-3" V-1 1 " � I 10'-8j' 8'-11 " - 11 ::8'-1- ���- , 0.1 ::.. FOR 1 4" SCALE PLAN ------ :I : ... :: :......::......: I :: --- 32 ::::::-::::::::: I r O — — — — — — — — I ' 1 .1 ............ /l 11 I \ LP3-11,13 \ \ ss i i i LP4-31 '-0' s7 6• I Lp2-23 I I 2-#100, GN - - - - - - -------------- ---- D ------ ' F 1-# ---------- ------ X.1 P 3.1 ,5 1.9 LP2.-35 69 + 18" LPCR-39 42 IC E -22,42 ?G] SEE DETAIL 3/E4,3 'OR 1 /4" SCALE PLAN), GROUND PROVIDE AN EQUIPMENT GROUNDING CONDUCTOR CONDUCTOR IN EVERY CONDUIT AND RACEWAY, GROUNDING NOTE: CONDUCTOR SIZE SHALL BE PER N.E.C. ARTICLE 250 TABLE 250-95. (MIN.) POWER KEYED NOTES (CONT.) 73 ONE (1) 15A.120V,10 CIRCUIT FOR TECH EQUIPMENT RECEPTACLES FROM PANEL 'LP-CR'. ONE(1) 20X12OV.10 CIRCUIT, WITH TWO (2) SIMPLEX RECEPTACLES MOUNTED 74 ABOVE CEILING FOR ELECTRONIC ARTICLE SURVEILLANCE (EAS) SYSTEM. SEE DETAIL 2/E4.4 FOR FURTHER INFORMATION. ONE (1) 20A.12OV.10 CIRCUIT TO OUTLET, V-0" A,F.F. FOR CONVEYOR. BALDOR DRIVE MOTOR WITH SCR (SPEED CONTROL) BY CONVEYOR MFG, FINAL CONNECTION 75 BY ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL FOUR (4) HUBBELL NO.CS1221 SWITCHES WIRED IN SERIES AND EQUALLY SPACED ALONG COUNTER AT 3'-8" A.F,F., SEE PHARMACY COUNTER ELEVATION DETAIL 2 E4. O7B ONE �o 15A.120V.10 CIRCUIT FOR 1-HOUR PHOTO TERMINAL. RECEPTACLE MOUNTED 45" A.F.F., CIRCUIT FROM PANEL 'LP-CR'. 208V,10 (20A.2P.C/B) 1 /2"C.(2NO.10 AND 1 NO.12 DEDICATED GROUND, MIN.) 77 HUBBELL NO.2320A (20A.25OV. TWIST -LOCK) RECEPTACLE 1'-6" A.F.F. FOR PHOTO UNIT, GROUND SHALL CONNECT TO LUG ATTACHED TO PANELBOARD ENCLOSURE (OF PANEL FEEDING THIS EQUIPMENT). q�78 ONE(1) 20A.12OV.10 CIRCUIT, CONNECT TO TWO (2) GFCI DUPLEX RECEPTACLES, 2'-6" A.F.F. FOR SILVER RECOVERY UNIT. OUTLET BELOW UTILITY SINK, CONNECT TO "STIEBEL ELTRON" TANKLESS ELECTRIC 79 WATER HEATER MODEL #DHC10-2. 7.2KW.208V.10 (2N0.6 & 1NO.10 DEDICATED GROUND, MIN.). SEE DRAWING P1.1 FOR ADDITIONAL INFORMATION, 50OW OUTLET WITH SOLID CONNECTION TO 5'-0" MULTI -OUTLET RACEWAY 80 ASSEMBLY (PLUGMOLD OR PLUGTRAK), MOUNTED ON WALL 39" A,F,F, TO CENTERLINE OF PLUGMOLD. 81 ONE (1) 15A.120V.10 CIRCUIT FROM PANEL 'LP-CR', CONNECT TO SIMPLEX RECEPTACLE (HUBBELL IG-5261) MOUNTED ON TOP OF BOTTLE BAY SHELVING 82 UNIT (FACING UP) FOR AUTOMATED PRESCRIPTION SYSTEM. PROVIDE ADDITIONAL 1" CONDUIT FROM BASE OF BOTTLE BAY SHELVING UNIT TO RX COMMUNICATIONS CABINET FOR LOW VOLTAGE CABLE CONNECTION. ONE (1) 20A,120V.10 CIRCUIT, CONNECT TO DUPLEX RECEPTACLE, V-6" A,F,F, FOR 83 PICTURE MAKING UNIT. 84 ONE (1) 20A.12OV.10 CIRCUIT, CONNECT TO DUPLEX RECEPTACLE, V-6" A.F.F. FOR IRRIGATION CONTROLS, DIEBOLD SYSTEM - TWO (2) 30A. 120 VOLT, CIRCUIT CONNECTED TO TWO (2) 85 NEMA TYPE L5-30R TWISTLOCK RECEPTACLES IN CANOPY FOR BLOWER UNITS. SEE DWG. A4.41). DIEBOLD SYSTEM - ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL ONE (1) 1 1/2" CONDUIT (FOR CONTROL/AUDIO CABLES) STUB UP 2" ABOVE TOP, 86 FROM DRIVE-THRU ISLAND TO RX DRIVE-THRU WINDOW FINISHED FLOOR, SEE DWG. A4.41). e87 ONE (1) 15A.120V.10 CIRCUIT FROM PANEL 'LP-CR' FOR CCTV CAMERA, CONNECT TO DUPLEX RECEPTACLE MOUNTED ABOVE PHARMACY CEILING. NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. REFERENCE TO HEIGHT OF OUTLET OR RECEPTACLE SHALL BE MEASURED FROM FINISHED SALES AREA FLOOR TO CENTER OF OUTLET OR RECEPTACLE, 3, ALL RECEPTACLES SHALL BE GROUNDING TYPE. 4. WALK-IN COOLER/FREEZER NOTES: a. CONTRACTOR TO PROVIDE: DISCONNECT AT REFRIGERATION CONDENSING UNIT(S), INTERNAL WIRING OF CONDENSING UNIT(S),CONTROL WIRING TO EVAPORATOR COILS, WIRING OF DRAIN LINE HEATERS, ALL LIGHTS, WIRING OF LIGHTS AND WIRING CIRCUIT TO DOORS, AND WIRING OF PRESSURE RELIEF PORTS --- (ALL FINAL CONNECTIONS), b, FOR ADDITIONAL INFORMATION SEE COOLER/FREEZER ELECTRICAL REQUIREMENTS (SEE PANEL SCHEDULE, E3.1) AND EQUIPMENT WIRING DIAGRAMS. 5, ALL COMPRESSORS LISTED (SEE DWG,M2.2) TO BE INSTALLED BY CONTRACTOR, ALL CIRCUITS TO BE ON LOCK -ON BREAKERS, (ALL COMPRESSORS TO HAVE BUILT-IN MAGNETIC STARTERS AND DISCONNECTS.) 6. CONDUIT SIZE TO BE 1/2" MINIMUM. PVC ACCEPTABLE ONLY BELOW GROUND BEARING FLOOR SLABS WHERE SUCH USE IS ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION). 7. 8. TEMPERATURE CONTROL WIRING - SEE MECHANICAL SPECIFICATIONS, 9, SEE DRAWING E1.6 FOR SPARE CONDUIT REQUIREMENTS, 10, ALL RECEPTACLES AND SWITCHES HALL HAVE TWO(2) REVOLUTIONS OF ELECTRICAL TAPE (SCOTCH 33+) OVER ALL THE TERMINALS, TO PREVENT ACCIDENTAL CONTACT WITH THE JUNCTION BOX OR OUTLET BOX. 11. NOT USED. 12. ELECTRICAL CONNECTION FOR ROOF -TOP HVAC UNITS SHALL BE ROUTED UP THRU ROOF WITHIN UNIT CURB. 13. DIMENSION IS FROM FINISHED WALL, SEE ARCHITECTURAL FOR WALL THICKNESS, 14. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2-MINIMUM), OR MC CABLE WHERE ALLOWED BY CODE. LEGEND $K KEY SWITCH $P SWITCH WITH PILOT LIGHT S/C SOLID STATE SPEED CONTROL FRACTIONAL HORSEPOWER SINGLE POLE MANUAL $T STARTER WITH THERMAL OVERLOAD PROTECTION OUTLET (WATTAGE AND LOCATION AS NOTED) FLOOR JUNCTION BOX (WATTAGE & LOCATION AS NOTED) STANDARD SINGLE RECEPTACLE STANDARD DUPLEX RECEPTACLE �TL STANDARD SIMPLEX, TWIST -LOCK (TL), RECEPTACLE dTL STANDARD DUPLEX, TWIST -LOCK (M), RECEPTACLE (SEE DETAIL 11/E4.4) dwss DUPLEIX RECEPTACLES( EEURGE DETAILR 13/E4.4SUPPESSOR �T. HOMERUN MULTI -OUTLET RACEWAY ASSEMBLY (PLUGMOLD OR PLUGTRAK) MOTOR (SEE MECHANICAL PLAN AND SCHEDULE FOR SPECIFICATION) ❑J UNFUSED SAFETY DISCONNECT SWITCH lei FUSIBLE SAFETY DISCONNECT SWITCH NVQ- OR FINAL CONNECTION TO EQUIPMENT S-Q- (� SENSOR FOR THERMOSTAT (SEE DRAWING M1,1) QT THERMOSTAT, 5'-0" A,F,F. MAX, (SEE DRAWING M1.1) -�® FUSIBLE SWITCH © PHOTO CONTROL METER SOCKET TS TIME SWITCH 1717- GROUNDING ELECTRODE (SEE DETAIL 5/E2.1) DSUPPLEMENTAL GROUND ROD (SEE DETAIL 5/E2.1) s/5 SURGE SUPPRESSION UNIT (SEE DETAIL 5/E2.1) d6 JUNCTION BOX WP WEATHER PROOF POWER KEYED NOTES ONE(1) 15A,12OV,10 CIRCUIT FOR EACH CASH REGISTER (CR) LOCATION. SEE O DETAILS 1/E4.4, 4/E4.4, &/OR 5/E4.4 FOR OUTLET MOUNTING, NOTE: ONE CIRCUIT FOR EACH CASH REGISTER, HOMERUN BACK TO PANEL 'LP-CR'. OTHREE(3) 15A.120V.10 CIRCUITS FOR OFFICE SYSTEM EQUIPMENT RECEPTACLES, CIRCUIT FROM PANEL LP-CR', SEE DETAIL 12/E4.4. ONE(1) 15A.120V.10 CIRCUIT FOR PHARMACY TERMINAL RECEPTACLES, CIRCUIT O FROM PANEL 'LP-CR', SEE DETAIL 10/E4.4 AND DETAIL 2/E4.3 FOR MOUNTING OREFERENCE. 4 O MAIN DISTRIBUTION PANELBOARD, TOP 7'-6" UP, 01000AMP FEED &1000AMP MAIN CIRCUIT BREAKER: 208/12OV,30.4W, TOP 6'-6" UP. O NOT USED. O SHUNT TRIP PUSHBUTTON FOR 'MDP' MAIN BREAKER. OSURFACE MOUNTED ELECTRICAL PANEL "LP-CR", DEDICATED TO SPECIAL ELECTRONIC EQUIPMENT. SEE PANEL SCHEDULE ON DRAWING E3,1, 10 SURFACE MOUNTED ELECTRICAL PANEL "LP-1", TOP 6'-6" UP. 11 SURFACE MOUNTED ELECTRICAL PANEL "LP-2", TOP W-6" UP, 12 SURFACE MOUNTED ELECTRICAL PANEL "LP-3", TOP 6'-6" UP. 13 SURFACE MOUNTED ELECTRICAL PANEL "LP-4", TOP 6'-6" UP, 14 SIGN PANEL "LP-SP" - TO INCLUDE PHOTO CONTROL, TIMER AND CONTACTOR. SEE GEN. NOTE 8/E2.1 FOR LIGHTING CONTROL SEQUENCE OF OPERATION. ONE(1) 15A,120V.10 CIRCUIT FROM PANEL 'LP-CR', CONNECT TO FOUR (4) DUPLEX 15 RECEPTACLES, FOR BURGLAR ALARM, FIRE ALARM, TELEPHONE AND SOUND SYSTEMS, SEE DETAIL 14/E4.4. 16 ' 17 ONE(1) 15A.120V.10 SATELLITE DIGITAL INTERFACE UNIT (DIU) CIRCUIT FROM PANEL 'LP-CR'. SEE DETAIL 13/E4.4. 18 ONE(1) 15A,120V,10 SATELLITE RECEIVER/DESCRAMBLER AND VIDEO SYSTEM CIRCUIT FROM PANEL LP-CR , OUTLET 1 -6" UP, SEE DETAIL 13/E4,4, DONE(1) 15A,120V,10 TIME/ATTENDANCE SYSTEM (ELECTRONIC TIMECLOCK) CIRCUIT 19 FROM PANEL 'LP-CR', RECEPTACLE 3'-6" UP, SEE DETAIL 9/E4,4. 20 UNIT, SEE BEfAII: 6/E4.2. 20OW OUTLET (ABOVE ROOF) WITH GFCI DUPLEX RECEPTACLE AND TAYMAC NO.10510 21 SAFETY OUTLET ENCLOSURE (RAINTITE WHILE IN USE). SEE DETAIL 1/E4.2. ' WTILR1GING GIRGUIT WHEN 22 200 W OUTLET, 10'-6" A.F.F., FOR DOORBELL/TRANSFORMER. COMPACTOR (5 H,P.208V.30), PROVIDE A 30A. WEATHERPROOF, LOCKABLE, 23 DISCONNECT SWITCH LOCATED ON EXTERIOR WALL (4'-0"A,F,F,) WITHIN 4'-0" OF THE COMPACTOR. FINAL CONNECTION AND CONTROL WIRING BY THE COMPACTOR INSTALLER. 1000W OUTLET WITH SOLID CONNECTION TO 5'-0" MULTI -OUTLET RACEWAY 24 ASSEMBLY (PLUGMOLD OR PLUGTRAK) MOUNTED V-3" A.F.F, UNLESS NOTED OTHERWISE. 25 500 W WATER COOLER OUTLET (LOCK -ON), V-6" A.F.F. 26 300 W OUTLET, RECEPTACLE V-6" A,F.F. FOR TV/VCR, 27 1000 W GFCI OUTLET, RECEPTACLE 3'-8" A.F.F. WITH SWITCH AND PILOT LIGHT. 28 500 W OUTLET, RECEPTACLE V-6" A.F.F, FOR EMPLOYEE ROOM REFRIGERATOR (LOCK -ON). , 2R0116T I10 1 THERMOSTAT, h19dNTE61r1—Q_"-A.F.F. O500 W OUTLET, RECEPTACLE V-6" A.F.F. FOR PHARMACY BIOLOGICAL REFRIGERATOR, (LOCK -ON). 31 200 W OUTLET. RECEPTACLE 3'-8" A.F,F, FLUSH ABOVE WORK COUNTER, SEE DETAIL 2/E4.3, 200 W OUTLET CONNECTED TO RECEPTACLE MOUNTED ON WALL BEHIND SHELVING 32 (f6'-9"A,F•F.) FROM PANEL "LP-1", CIRCUIT #18, SEE DRAWING E2.IA, GROUP 2 CONTROL SCHEDULE. 1.5 A.120V OUTLET ABOVE PHARMACY CEILING FOR MOTORIZED ROLL DOWN 33 SHUTTER, WITH THERMAL OVERLOAD SWITCH 4'-6" UP AS SHOWN. (SWITCH LOCATED INSIDE RX AREA). 208V.30 WAL.K-IN COOLER/FREEZER CONDENSING UNIT (WG-4)WITH 2O0A.3P, 34 NON -FUSED SAFETY DISCONNECT SWITCH ON ROOF. HACR CIRCUIT BREAKER AT PANEL. SEE NOTES 4 & 5, 35 OPEN FRONT FANS (TOP) 36 OPEN FRONT FANS (BOTTOM) 37 ONE (1) 20A.12OV,10 CIRCUIT FOR WALK-IN COOLER/FREEZER FLUORESCENT LIGHTS (SWITCHED), OUTLET 10'-0" A.F,F, O WALK-IN COOLER/FREEZER MAN DOOR HEATERS, OUTLET 10'-0" UP, SEE NOTE #4. 39 WALK-IN FREEZER, DRAIN LINE HEATER, 16A,120V.10, OUTLET 10'-0" A.F.F. 40 WALK-IN FREEZER, ANTHONY PRODUCT DOOR HEATERS, OUTLET 10'-0" UP, SEE NOTE #4. ONE (1) 20A,10 CIRCUIT, 41 NOT USED. 42 NOT USED. 43 NOT USED. 44 DUPLEX RECEPTACLE MOUNTED AT V-0" ABOVE FINISHED CEILING FOR EASYAIRE-10 POWER SUPPLY, 45 8 KVA UPS FOR PANEL 'LPCR'. SEE DRAWING E2.2 FOR DETAILS. 208V.10 (30A.2P,C/B) 1/2"C,(2N0,10 AND 1NO.10 DEDICATED GROUND, MIN.) 46 HUBBELL N0 .2620A (30A.250V. TWIST -LOCK) RECEPTACLE V-6" A,F,F, FOR PHOTO UNIT, GROUND SHALL CONNECT TO LUG ATTACHED TO PANELBOARD ENCLOSURE (OF PANEL FEEDING THIS EQUIPMENT, 47 ONE (1) 15A.120V.10 CIRCUIT FOR COMMUNICATION RECEPTACLE, FROM PANEL "LP—CR". RECEPTACLE MOUNTED 3'-6" A.F,F. OONE (1) 15A,120V,10 CIRCUIT FOR TRAINING TERMINAL RECEPTACLE MOUNTED V-6" A.F•F•, CIRCUIT FROM PANEL 'LP-CR', 49 ONE (1) 15A,120V,10 COVERT CCTV SYSTEM CIRCUIT FROM PANEL 'LP-CR', SEE DRAWING E1.4 FOR ADDITIONAL INFORMATION. TWO (2) 20A.12OV.CIRCUITS FOR DRIVE-THRU WINDOW AUDIO SYSTEM, AND DRIVE O ALERT, JUNCTION BOX MOUNTED V-6" A,F,F. INSIDE DRIVE-THRU WINDOW UNIT. SEE DETAIL 1 /E4.3. 5i 20OW OUTLET, WITH RECEPTACLE BELOW COUNTER, FOR CANDY SCALE, PROVIDE SEPARATE CIRCUIT, 1000W FLOOR OUTLET FOR MULTI -OUTLET RACEWAY ASSEMBLY (PLUGMOLD OR 52 PLUGTRAK) TO BE MOUNTED ON SHELVING FIXTURE, 5'-0" MULTI- OUTLET RACEWAY ASSEMBLY, V-0" A,F.F. SEE DETAIL 8/E4,4, t000W FLOOR OUTLET CONNECTED TO 3'-0" PLUGMOLD (AND TO CASE LIGHTS 53 W/SWITCH, WHEN APPLICABLE) AS SHOWN, CONNECT PLUGMOLD OR RECEPTACLE TO FLOOR OUTLET UNDER GONDOLA, SEE DETAIL 8/E4.4. 54 200 W FLOOR OUTLET CONNECTED TO RECEPTACLE, 2 1/2" UP ON FACE OF BASE, MOUNT RECEPTACLE HORIZONTALLY, SEE DETAIL 1/E4.1. 350 W FLOOR OUTLET CONNECTED TO RECEPTACLE(S) ON TOP OF GONDOLA, SEE 55 DETAIL 8/E4.4. (CIRCUITS FROM PANEL "LP-SP", SEE DWG. E2.1A GROUP 11 CONTROL SCHEDULE.) 69NYEY9T1 FRAl11E PAIE AT I If1f C 1 nTl ARIA 00-9 AT I / WER I E406 57 5A.120V OUTLET ABOVE CEILING FOR AUTOMATIC SLIDING DOOR(S). IAA 29k( 0 PIITI ET W1 III.1 GAOIPPV FiNG 9SURC ABOVE PIER FOR MG;QRW9q 01196E DOWN GRIEEE E9G*F! 14EY 6WIT611 148", REnEcorP IN I,ASGPIR* PIER AS SHOWN, PROVIDE 20 AMP CIRCUIT TO GFCI RECEPTACLE AND TAYMAC NO,10510 59 SAFETY OUTLET ENCLOSURE (RAINTITE WHILE IN USE) ON ROOF FOR MAINTENANCE OF EQUIPMENT. SEE NEC ARTICLE 210-63. 60 200 W OUTLET, WITH RECEPTACLE MOUNTED INSIDE CASH REGISTER STAND SEE DETAIL 1,4, AND/OR 5 ON DWG. E4.4 FOR OUTLET MOUNTING. DRIVE -ALERT SYSTEM, MODEL DA-500 WITH DA-055 DRIVE -ALERT CHIME, (CHIME MOUNTED ABOVE DRIVE-THRU WINDOW)BY: A.D.I, DISTRIBUTORS, TEL, 61 (800)388-9505. CONDUIT STUB -UP INSIDE DRIVE-THRU WINDOW UNIT, CONDUIT ROUTED (6" BELOW GRADE)TO DRIVE-THRU ISLAND FOR DRIVE -ALERT CABLE AND SENSOR. SEE DETAIL 16,E4.4. DIEBOLD SYSTEM -ONE 1 15A, 120 VOLT CIRCUIT CONNECTED TO ONE DUPLEX RECEPTACLE MOUNTED ABOVE CEILING, SEE DWG. A4,41). 62 NOT USED. ROOF MOUNTED EA AUG* PANG EF 2, 3. G9NNr=GT- TO- MEN6,491VISN6 1304' IROGM 63 64 " 65 ONE(1) 20A. 120V, 10 CIRCUIT FOR CANDY COOLER. 66 ONE (1) 15A. 120V. 10 CCTV MONITOR CIRCUIT (FROM PANEL LP-CR) WITH DUPLEX RECEPTACLE ABOVE CEILING, e67 50OW FLOOR OUTLET, CONNECT TO 5'-0" MULTI -OUTLET RACEWAY ASSEMBLY (PLUGMOLD OR PLUGTRAK) AT TOP OF SHELVING FIXTURE, SEE DETAIL 8/E4.4, O50OW WALL OUTLET, CONNECT TO 5'-0" MULTI -OUTLET RACEWAY (PLUGMOLD OR PLUGTRAK) MOUNTED ON WALL 7'-0" A,F.F. (RECEPTACLES 6" ON CENTER) 69 20OW GENERAL PURPOSE DUPLEX RECEPTACLE, MOUNTED V-6" A.F.F., UNLESS NOTED OTHERWISE. O70 ONE (1) 120V,10 CIRCUIT (20A,1 P,C/B) CONNECT TO AUTOMATIC FLUSH SYSTEM, OUTLET MOUNTED AT 4-0 A,F,F, SEE P1,1 FOR MORE INFO, G71 TWO (2) 15A,120V,10 CIRCUITS FOR RX COMMUNICATION EQUIPMENT RECEPTACLES FROM PANEL 'LP-CR', ) 72 r^on^E^-rii�v6116 IN Ti1ER?i96**, REGES6 MOUNTED, 11-$'- Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY Id SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL d 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTINGT ENGINEERS 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC, #49521 02-74 CERT. #7340 WIRE SIZE NOTES: 1, WIRE SIZING FOR ALL BRANCH CIRCUITS SHALL BE IN ACCORDANCE WITH N,E.C, 1999 EDITION TABLE 310-16 75' COLUMN AS A MINIMUM. 2. WHERE CIRCUIT ARE IN ACCESS OF 75 FEET ON 120V CIRCUITS WIRE SIZE SHALL BE INCREASED FROM NO, 12 ON 20 AMP CIRCUIT TO NO, 10. OVER 150 FEET USE #8 IN LIEU OF No, 10. 3. WHERE WIRE SIZE IS INCREASED DUE TO CIRCUIT LENGTH AS SHOWN ABOVE, THAT WIRE SIZE SHALL BE CARRIED THROUGH OUT THE CIRCUIT AS A MINIMUM. 4. WIRE SIZING SHALL BE AS SHOWN IN NOTES ABOVE OR AS SHOWN ON THE DRAWINGS WHICHEVER IS MORE STRINGENT, REVISIONS NO. I DATE I BY I DESCRIPTION t 7/S/0 2 1 BW I WALGR FENS REVIEW CERTIFICATION AND SEAL I I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - POWER O CAD PLOT: SCALE: AS SHOWN DRAWING N DRAWN BY: VOID PLOT: DS/BW El I RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 3 b EIA/TIA CATEGORY 5 WIRING GUIDELINES LEGEND FLOOR PLAN - ETHERNET SYSTEM SCALE: 1/16" = 1'-0" FLOOR PLAN - SATELLITE SYSTEM SCALE: 1/16" = V-0" r� . ................... ....... ........... mV V GENERAL STOCK _ _DF I -- - -- J a is u RX COMMUNICATIONS CABINET CAT5 TECH EQUIPMENT CABINET RI 1. ALL WIRING PATCH PANELS, TERMINATIONS, JUMPERS AND OUTLETS MUST BE EIA/TIA 568A CATEGORY 5 COMPLIANT, 2. THE CATEGORY 5 MAXIMUM CABLE LENGTH WILL NOT EXCEED 295 FEET. 3. PATCH CORD LENGTH AT THE PATCH PANEL WILL NOT EXCEED 23 FEET. 4. MAXIMUM CABLE LENGTH FOR CABLES CONNECTING STATION EQUIPMENT TO WORK STATION TERMINATIONS WILL NOT EXCEED 10 FEET, 5. ALL OUTLETS, CABLE AND ELECTRONIC EQUIPMENT MUST BE COMPLIANT WITH FCC PART 68. 6. ALL TERMINATIONS TO OUTLETS SHALL BE EIA/TIA 568 COMPLIANT, THAT IS, MAINTAIN THE NUMBER OF CABLE TWISTS AND INSULATION WITHIN 1 /2 INCH OF THE TERMINATION/PUNCHDOWN. 7. LEAVE SERVICE LOOP OF 3 FEET (MINIMUM) AT TERMINATION POINTS. 8. DO NOT EXCEED THE RECOMMENDED PULLING TENSION ON CABLES OF 25 LBS, 9. DO NOT DAMAGE OR CHAFE THE OUTER JACKET OF THE CABLE. 10. DO NOT EXCEED THE MINIMUM BEND RADIUS OF EIGHT TIMES THE OUTSIDE CABLE DIAMETER (I.E. IF THE CABLE DIAMETER IS 1/4 INCH, THEN THE BEND RADIUS IS 2 INCHES). 11, DO NOT OVER CINCH CABLE WHEN USING CABLE TIES OR VELCRO STRAPS, 12. REMOVE ONLY THE AMOUNT OF CABLE JACKET THAT IS NECESSARY FOR TERMINATION (CABLE JACKET REMOVAL MUST NOT EXCEED 3/4 INCH NEAR THE TERMINATION). 13. CABLE PATHWAYS SHALL BE ROUTED AWAY FROM ANYTHING THAT COULD CAUSE ELECTROMAGNETIC INTERFERENCE. A MINIMUM SEPARATION OF 5 INCHES SHOULD BE MAINTAINED FROM FLUORESCENT FIXTURES AND 24" FROM FAN MOTORS, ETHERNET SYSTEM KEYED NOTES (CONTD.) ONE (1) ETHERNET CABLE (CAT.5) FROM TOP OF BOTTLE BAY SHELF TO RX 11 COMMUNICATIONS CABINET IN 1" CONDUIT MINIMUM (1" MIN. BELOW SLAB), TERMINATE WITH SIEMONS CAT.5 JACK ASSEMBLY, LABEL BOTH ENDS "BAKER CELL". ONE (1) ETHERNET CABLE (CAT.5) FROM TOP (LOW VOLTAGE COMPARTMENT) OF 12 PANEL "LP-SP" TO THE RX COMMUNICATION CABINET, TERMINATE WITH SIEMON CAT.5 JACK ASSEMBLY. LABILE AS "PANEL LP-SP". ONE (1) ETHERNET CABLE (CAT.5) FROM THE CATEGORY 5 PATCH PANEL (ON 13 RX COMMUNICATION CABINET), TERMINATE WITH COLOR "BLACK" SIEMON CAT. 5 JACK ASSEMBLY. LABLE AS "DM/RXS". ONE (1) ETHERNET CABLE (CAT.5) FROM THE OFFICE TO THE-HOFFMAN" BOX 14 (SUPPLIED BY THE SIGN MANUFACTURER) ON THE BASE OF THE SIGN POLE VIA 1 CONDUIT (MINIMUM). CONDUIT SHALL HAVE NO MORE THAN TWO (2) 90 DEGREE BEND AND A #12 WIRE FOR PULL STRING, TERMINATE WITH SIEMON CAT. 5 JACK ASSEMBLY. ONE (1) ETHERNET CABLE (CAT.5) FROM THE RX COMMUNICATION CABINET TO 15 FUTURE UPS LOCATION IN THE ELECTRIC EQUIPMENT ROOM (NEAR PANEL " LP- CR").TERMINATE WITH SIEMON CAT, 5 JACK ASSEMBLY. THREE (3) ETHERNET CABLES (CAT,5) TO EACH 1-HOUR PHOTO CASH REGISTER, IN 1" CONDUIT MINIMUM (BELOW SLAB) FROM CATEGORY 5 PATCH PANEL (ON RX 16 COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY) AT 1-HOUR EACH CASH REGISTER LOCATION. " 17 I SATELLITE SYSTEM KEYED NOTES OCOAXIAL DIGITAL INTERFACE UNIT (DIU) CABLE, ROUTE TO SATELLITE ANTENNA LOCATION ON ROOF. SEE DETAIL 1/E4.2. PROVIDE 15' OF SLACK CABLE. O TWO (2) COAXIAL VIDEO CABLES, BELDEN RG6-9116 TO WALL MOUNTED RG6 CONNECTOR. SEE DETAIL 1 & 6/E4.2 AND SATELLITE SYSTEM NOTE IC. TA TIME/ATTENDANCE CABLE -AS400 - TWINAXIAL CABLE (AS400/AS400 TERMINAL), BELDEN 9207 - CAT5 - ETHERNET (CAT.5) CABLE, BELDEN 1700A DATATWIST 350. - CAT3 - CATEGORY 3 CABLE (25 PAIR) ETHERNET SYSTEM NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. ETHERNET 'CATEGORY 5' AND 'CATEGORY 3' CABLES TO BE FURNISHED AND INSTALLED BY WALGREENS CONTRACTOR (CERTIFIED CATEGORY 5 INSTALLER) AND SHALL FOLLOW 'EIA/TIA' CATEGORY 5 SPECIFICATIONS, THE ETHERNET (CATEGORY 5) SYSTEM SHALL ALSO BE TESTED WITH A WAVETECH/WIRESCOPE DEVICE AND REPORT SUBMITTED TO WALGREEN CO. 3. TWINAXIAL CABLE FURNISHED BY WALGREENS AND INSTALLED BY LANDLORDS CONTRACTOR. 4. ALL CONDUITS TO BE PROVIDED BY THE ELECTRICAL CONTRACTOR, ELECTRICAL CONTRACTOR TO PROVIDE PULL BOX AT DATA RACK LOCATION, ELECTRICAL CONTRACTOR SHALL FURNISH #12 PULL STRING IN EACH CONDUIT. 5, ALL CABLES ARE ROUTED IN 1" CONDUIT (MINIMUM), BELOW FLOOR SLAB, 6. FOR FURTHER INFORMATION CONTACT WALGREENS' RETAIL SYSTEMS INSTALLATION DEPARTMENT. ETHERNET SYSTEM KEYED NOTES OTMNAXIAL CABLE FROM THE AS400 TERMINAL IN THE OFFICE TO AS400 ON THE TECH EQUIPMENT CABINET. (PROVIDE 10' OF SLACK CABLE AT EACH END). TIME/ATTENDANCE CABLE (FROM TECH EQUIPMENT CABINET TO TIME/ O ATTENDANCE EQUIPMENT) ONE (1) ETHERNET (CAT.5) CABLE, (PROVIDE 10' SLACK CABLE AT EACH END, TERMINATED BY WALGREEN DTR). ONE (1) ETHERNET CABLE (CAT,5) TO EACH PHARMACY TERMINAL, IN 1" CONDUIT O MINIMUM (BELOW SLAB) FROM THE CATEGORY 5 PATCH PANEL (ON RX COMMUNICATIONS CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY) AT EACH PHARMACY TERMINAL. OETHERNET CABLE (CAT.5) IN 1" CONDUIT MINIMUM (BELOW SLAB) FROM CATEGORY 5 PATCH PANEL (ON RX COMMUNICATIONS CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY). THREE (3) ETHERNET CABLES (CAT.5) IN V CONDUIT MINIMUM (BELOW SLAB) O FROM CATEGORY 5 PATCH PANEL (ON RX COMMUNICATIONS CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY) AT OFFICE LOCATION. OONE (1) CATEGORY 3 (25 PAIR) CABLE FROM KSU TO THE LEVEL 3 PATCH PANEL (ON RX COMMUNICATIONS CABINET). TWO (2) ETHERNET CABLES (CAT.5) TO EACH CASH REGISTER (EXCLUDING 1-HOUR PHOTO CASH REGISTER), IN 1" CONDUIT MINIMUM (BELOW SLAB) FROM O7 CATEGORY 5 PATCH PANEL (ON RX COMMUNICATION CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY) AT EACH CASH REGISTER LOCATION. (E.G. TWO CASH REGISTERS WOULD REQUIRE 4 ETHERNET CABLES) ONE (1) ETHERNET CABLE (CAT.5) FROM THE CASH REGISTER CONTROLLER IN O THE OFFICE TO THE RX COMMUNICATIONS CABINET. (TERMINATED BY WALGREEN DTR) OTHREE (3) ETHERNET CABLES (CAT.5) FROM THE TECH CABINET TO THE RX COMMUNICATIONS CABINET (TERMINATE NTH SIEMONS CAT.5 JACK ASSEMBLY). TWO (2) ETHERNET CABLES (CAT.5) TO THE TRAINING ROOM TERMINAL IN 1" t0 CONDUIT MINIMUM (BELOW SLAB) FROM CATEGORY 5 PATCH PANEL (ON RX COMMUNICATIONS CABINET) TO TERMINATION (WITH SIEMON SURFACE MOUNTED CAT.5 JACK ASSEMBLY) POINT. SATELLITE SYSTEM NOTES . CABLE ROUTING INTERCONNECTING IFL CABLES (LOW ENERGY) THE INTERCONNECTING IFL CABLES CONSISTS OF THE COAXIAL DIU/0 CABLE AND THE COAXIAL VIDEO CABLE. A. CABLES ARE TO BE ENCLOSED IN A RACEWAY WHEN ROUTED THRU WALLS, B. A MINIMUM BEND RADIUS OF 6" IS REQUIRED FOR ALL CABLES AND A SUITABLE JUNCTION BOX OR OTHER APPROPRIATE ACCESS IS REQUIRED FOR TIGHT BENDS GREATER THAN 60 DEGREES. C, CABLES MAY BE RUN EXPOSED IN CEILING SPACE. COAXIAL DIU/0 CABLE FURNISHED BY WALGREENS AND INSTALLED BY THE CONTRACTOR. COAXIAL VIDEO CABLE (BELDEN RG6-9116) FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. FOR FURTHER INFORMATION CONTACT WALGREENS' RETAIL SYSTEMS INSTALLATION DEPARTMENT. D. PROVIDE RACEWAY IN PLENUM CEILING SPACE. HOWEVER, AS AN ALTERNATIVE, USE PLENUM TYPE (TEFLON) CABLES AS ACCEPTED BY THE NATIONAL ELECTRICAL CODE, AS CLASSIFIED BY UNDERWRITERS LABORATORIES, INC. (UL) FOR USE WITHOUT CONDUIT IN RETURN -AIR DUCTS AND PLENUMS, AND AS SPECIFIED BY HUGHES. 2. GROUNDING SEE GROUNDING NOTE #1 AND #2 ON DWG. E2.1. 3. GROUNDING TEST THE DC RESISTANCE BETWEEN THE GROUND WIRE (GREEN GROUND WIRE) AND THE ELECTRICAL JUNCTION BOX (EQUIPMENT CHASIS GROUND OR MECHANICAL GROUND) SHALL BE: A. CONNECTION TO METALLIC COLD WATER PIPE: 2 OHMS OR LESS B. CONNECTION TO GROUNDED STRUCTURAL STEEL MEMBER: 2 OHMS OR LESS C. CONNECTION TO DRIVEN GROUND ROD: 2 OHMS OR LESS. UNDER ADVERSE CONDITIONS WHEN 2 OHMS IS NOT ACHIEVABLE CONTACT WALGREENS CONSTRUCTION SUPERINTENDENT FOR FURTHER DIRECTION, NOTE: SEPARATE FROM EXISTING ADDITIONAL ISOLATED GROUNDING ELECTRODE OF SERVICE PANELBOARD. Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL F1 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS cTs 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 REVISIONS CERT. #7340 INO. I DATE I BY I DESCRIPTION 1 7/5/02 1 BW I WALGREENS REVIEW CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - ETHERNET AND SATELLITE SYSTEM CAD PLOT: I SCALE: AS SHOWN I DRAWING NO. VOID PLOT: DRAWN BY: DS/BW DATE: 5/24/2002 SUPERSEDES PLAN DATED: El m3 RELEASED TO CONSTRUCTION: OF DWGS. FLOOR PLAN BURGLAR ALARM SYSTEM SCALE: 1/16" = 1'-0" -------------- FLOOR PLAN - COVERT CCTV SYSTEM SCALE: 1/16" = 1'-0" SEE NOTE #7 0 ------- -o I I I I I I ' I I I I I I I O II I I o„. e -ALARM RECEIVER (SEE DETAIL 5/E1,4). BURGLAR ALARM CONTROL PANEL LOCATION TO BE ADJACENT TO TELEPHONE CABINET. SEE NOTE #6 (TYPICAL) I I I I I I ' I I I I I I I RECORDER (SEE NOTES #5 &. #8). ?G1 KEYPAD CONNECTION DETAIL CABLE OPENING IN WALL TO Ac � a000 KP a000 a000 0000 B NOTES: 1. PULL CABLE DOWN WALL AND OUT AT 55" A.F.F. 2. PROVIDE 3 FT, OF SLACK CABLE. 3• KEYPAD TO BE MOUNTED ON WALL (OVER CABLE OPENING) 55" A. BURGLAR ALARM CONTROL PANEL DETAIL RJ31 JACK - INSTALLED BY WALGREENS. PHONE LINE CONNECTOR HINGED SIDE PROVIDE #16 AWG GROUND CONDUCTOR (AND PROVIDE CLAMP AS REQUIR D) CONNECT BURGLAR TO CONDUIT. 4'-0" ALARM MAX CONTROL PANEL p®pp (BACP) 0000 TRANSFORMER - PLUG INTO OUTLET AND SECURE WITH SCREWS INTO COVER PLATE. FOUR (4) STANDARD DUPLEX RECEPTACLES - ONE (1) 15A.12OV.10. CIRCUIT FROM PANEL 'LP-CR'. (1 CIRCUIT FOR BURGLAR ALARM, FIRE ALARM, TELEPHONE, AND SOUND SYSTEM)SEE DRAWING E1.2. (MOUNT ON 8' X 8' PLYWOOD TELEPHONE PANEL) 4 E1.4 ALARM SIREN CONNECTION DETAIL CEILING CABLE OPENING IN o WALL - MOUNT SIREN I OVER CABLE OPENING r I - TO BAC ALARM SIREN STROBE CONNECTION DETAIL CABLE OPENING IN WALL MOUNT STROBE OVER OPENING 11 A ST TO BAC STROBE 3 E1.4 BURGLAR ALARM RECEIVER DETAIL CABLE 'B', SEE GENERAL NOTE #3. CEILING ANTENNA : JUNCTION BOX 0I CV RECEIVER H WALL NOTES: 1. RECEIVER TO BE MOUNTED AWAY FROM METALLIC OBJECTS. 2. SEE EQUIPMENT CONNECTION STUB -UP DETAIL. 3. RECEIVER TO BE MOUNTED ON SAME SIDE OF STORE AS THE TELEPHONE CABINET, 4. POSITION RECEIVER TO AVOID WALL GRAPHIC. COVERT CCTV SYSTEM NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2. CCTV COMPONENTS AND DEVICES FURNISHED BY WALGREENS, CABLES AND CONNECTORS FURNISHED AND INSTALLED BY LANDLORDS CONTRACTOR. FINAL CONNECTION OF DEVICES BY WALGREENS CONTRACTOR/DTR. (CABLE AND CONNECTORS TO BE AS AS SPECIFIED). 3. GENERIC WALGREENS STORE LAYOUT, VERIFY WITH FIXTURE PLAN (D-1) FOR EXACT STORE LAYOUT, 4. LAYOUT SHOWN FOR NON -PLENUM CEILING ONLY. FOR PLENUM CEILING - CONTACT WALGREENS' FACILITIES PLANNING DEPARTMENT FOR FURTHER DIRECTIONS. 5. 50OW, SEPARATE (LOCK -ON) CIRCUIT, TWO (2) TVSS DUPLEX RECEPTACLES, 6'-0" UP, TO BE INSTALLED AT RECORDER ENCLOSURE. SEE DRAWING E1.2, KEY NOTE 49. 6. CABLES ABOVE CEILING, FROM VIDEO RECORDER TO EACH TERMINATION POINT. ONE (1) COAXIAL CABLE, AND ONE (1) 18 AWG, SINGLE PAIR CABLE. (TYPICAL) SEE LEGEND FOR CABLE SPECIFICATIONS. PROVIDE 15' OF SLACK CABLE AT EACH CAMERA/DOME TERMINATION POINT, 7. CABLES FROM VIDEO RECORDER TO RECEIVING AREA. ONE (1) RG59U COAXIAL CABLE, AND ONE (1) 18 AWG, SINGLE PAIR, TYPE CL3 CABLE. PROVIDE 15' OF SLACK CABLE AT MULTI -POSITION GLOBE CCTV TERMINATION POINT. 8. ALL CCTV CABLES TO BE LABELED ON BOTH ENDS WITH A LEGEND OF DESTINATION FOR IDENTIFICATION PURPOSES. 9. ONE (1) RG59U COAXIAL CABLE AND ONE (1) 18 AWG, SINGLE PAIR, TYPE CL3 CABLE (TYPICAL).SEE LEGEND FOR CABLE SPECIFICATIONS. ROUTE ABOVE CEILING FROM VIDEO RECORDER LOCATION TO CCTV MONITOR LOCATION AT STORE ENTRANCE. PROVIDE 25' OF CABLE SLACK AT DOME/CAMERA TERMINATION POINT, 10. GLOBE BEAM MOUNT (GBM) KIT, FURNISHED AND INSTALLED BY LANDLORDS CONTRACTOR. CONTACT WREN AT (800) 881-2249. BURGLAR ALARM SYSTEM NOTES 1. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, ETC. 2, BURGLAR ALARM SYSTEM DEVICES FURNISHED BY WALGREENS, CABLES FURNISHED AND INSTALLED BY CONTRACTOR. FINAL CONNECTION OF DEVICES BY WALGREENS (DTR). 3. THIS DRAWING SHOWS ONLY WORK DONE BY THE ELECTRICAL CONTRACTOR AND DOES NOT SHOW A COMPLETE SYSTEM. ADDITIONAL PIR MOTION DETECTOR & DOOR CONTACT INSTALLATION BY WALGREENS (DTR). 4. CABLE REQUIREMENTS: (A)- 18 GAUGE, 2 CONDUCTOR, TWISTED & STRANDED (BELDEN 53000E) (B)- 18 GAUGE, 4 CONDUCTOR, TWISTED & STRANDED (BELDEN 5302UE) 5, ALARM STROBE AND ALARM SIREN TO BE INSTALLED A MINIMUM OF 6'-0" APART. LEGEND © BURGLAR ALARM CONTROL PANEL AS ALARM SIREN sT STROBE FK--Pl ALPHA KEYPAD Fp-i-Rl PIR MOTION DETECTOR -A- CABLE - SEE BURGLAR ALARM SYSTEM NOTE #4 - B - CABLE - SEE BURGLAR ALARM SYSTEM NOTE #4 EQUIPMENT CONNECTION STUB -UP DETAIL STUB -UP TO COLIN HEIGHT MAY VARY CABLE CONNECTION WITH INSULATED BUSHING 1/2" EMT THINWALL CONDUIT (MINIMUM). STANDARD JUNCTION BOX - SIZE AS NOTED ON DETAILS FLOOR COAXIAL CABLE INSTALLATION THE COAXIAL CABLE (RG59U) TERMINATES WITH A BNC CONNECTOR AT EACH END. THE RECORDER IS PRIMARILY LOCATED IN THE TECH EQUIPMENT CABINET. 31/2- MEN USING THE BNC CONNECTOR FOR CONNECTION INTO THE RECORDER THE EXPOSED INNER COPPER WIRE SHOULD NOT BE MORE THAN 1/2 INCH LONG. THIS PERMITS INSERTION OF THE COPPER WIRE INTO THE CENTER OPENING OF THE INNER PLASTIC MEMBER OF THE CONNECTOR FOR PROPER CONTACT WITHOUT CRIMPING THE WIRE, THE SHIELDING SHOULD BE FOLDED BACK OVER THE RUBBER OUTER INSULATION BEFORE THE CONNECTOR IS SLIPPED ON TO THE CABLE. THIS ALLOWS GOOD CONTACT BETWEEN THE SHIELDING AND CONNECTOR, SYSTEM CONTINUITY CHECK 1, VOLT/OHM METER OR SIMILAR METER SHALL BE USED TO TEST PROPER CONNECTIONS AT EACH BNC CONNECTOR. 2. VOLT/OHM METER SHALL BE USED TO VERIFY CONTINUITY OF THE CABLE SYSTEM FROM ITS FARTHEST POINT TO ITS TERMINATION IN THE TECH EQUIPMENT CABINET. 3. TESTING SHALL BE DONE ON BOTH THE INNER COPPER WIRE AND SHIELDING, 4. A SECOND METER CHECK WILL BE DONE ON THE OUTER CASING OF THE CONNECTOR TO THE INNER CONTACT, INSURING THAT THE SYSTEM OR SHIELDING IS NOT GROUNDED TO THE COPPER WIRE, LEGEND COAXIAL CABLE, RG59 (BELDEN 543945) WITH CRIMP ON TYPE BNC CONNECTOR (#27-9000), AND LOW CCTV ---,,,,,VOLTAGE COMPUTER CABLE, 18 GAUGE, SINGLE PAIR, TYPE CL3 CABLE, (BELDEN 53000E) WITH NO.6 SPADE LUG (#SS22497F). [CONNECTORS FROM EEC WIRE AND CABLE 0 (773) 763-3474 (REP)/(847) 520-9008 (OFFICE)]. CCTV (ir 10" CCTV DOME, WITH CCTV CABLES AND ELECTRICAL POWER. (QUANTITY OF 6). jr CCTV 10" CCTV MULTI -POSITION GLOBE, WITH CCTV CABLES AND ELECTRICAL POWER. (QUANTITY OF 1). CCTV19" CCTV DOME, WITH CCTV CABLES AND ELECTRICAL POWER. (QUANTITY OF OF 4). 19" CCTV DOME, NO CCTV CABLES AND ELECTRICAL POWER. (QUANTITY OF 6). OC WALL HUNG CAMERA, SIDE MOUNT ON WALL CCTV. Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERALSALES FOOD MART NEW LOCATION PHARMACY IdSECURITY EXIST'G BLDG LIQUOR r 24 HOUR STORE REMODEL El 1 HR PHOTO IM OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS 3702 AZEELE ST. (813) 876-1915 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. ) STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE FLOOR PLAN - BURGULAR ALARM & CCTV SYSTEM CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: DS/BW El A RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. 3 s 3 3 0 TELEPHONE TERMINAL BOARD ELEVATION TELEPHONE SYSTEM NOTES 8,-0„ 1, THE GENERAL CONTRACTOR/DEVELOPER SHALL COORDINATE FACILITIES PLANNING AND DESIGN (4� THE INSTALLATION OF TELEPHONE CABLE (50 PAIR MINIMUM TO TELEPHONE BOARD) WITH THE TELEPHONE COMPANY 60 200 WILMOT ROAD DEERFIELD, IL ......I.... DAYS PRIOR TO BUILDING POSSESSION. 847-940-2500 60015-4616 ........ 0 4'-04'-00) 2. ALL WORK SHOWN SHALL COMPLY WITH ALL NATIONAL, ------- _ STATE AND LOCAL CODES, ORDINANCES, ETC. . I UCHR6NC u 1...�•5,:::nJJ.:'ib:).:, t, I 3, FURNISHED AND INSTALLED BY __k I ra TELEPHONE WIRING TO BE Architects C31p ---- ❑ LANDLORDS CONTRACTOR. PetersohaCi n, Architects Q 4 j KEY ® sY,�y Corporate Certificate #AA C000526 FL +�" ______ ___, O I NORSrAR STATION F GROWTH 4. PLENUM TELEPHONE CABLE SHALL BE USED WHEN REQUIRED GENERAL STOCK ' R I Kam; BY LOCAL OR STATE CODES, ORDINANCES, ETC. (GENERAL C - :::......:.............................................. T..... _.::::;....:: F t_r s�ar� uM CABLE, TYPE MPP/CMP, 24 AWG, LEVEL 2) oad .............. C1220 Alden .-:°:-:-:-- `:-°::::'rt::'-:--:--:-::-=: I 5. TELEPHONE CABLES SHALL NOT BE PLACED OR ROUTED Orlando, FL3 2 03-2546 SOUND srsroM OVER FLUORESCENT FIXTURES OR BALLASTS, 6 1 I 7 +39" i I http://www.c-p.com g - ....... 9 I II �, T I o � � I NO EXPOSED TELEPHONE CABLES ARE PERMITTED IN THE one I %: °; I I ONEAc ` BAR Fax 407 228 421 � I ALARr� SALES AREA. SUPPLY 10 FEET OF SLACK CABLE AT THE ( ) _ - PANEL AT EACH P CABLE oad ;...: - ;JE �+�L TELEPHONE TERMINAL BOARD AND 5 FEET OF SLACK CA . : . _ I I i TERMINATE THE PROJECT DATA ....:: H TELEPHONE HONE OUTLET DO NOT T RMI T II I co i BLoaKS, (,wEucol TELEPHONECABLEAT EITHER END. DTR (DATA TERMINAL ' ° „ ° I REPAIR TECHNICIAN WILL MAKE THE TERMINATIONS. TYPE I -----= I A IONS. GENERAL SALES FOOD MART • ........ :..:.. ... ..: SECURITY PANEL I i LIQUOR CY 24 HOUR STORE :..::..: ..I c E TELEPHONE SYSTEM KEYED NOTES � i DE THREE (3) PAIR TELEPHONE CABLE FROM THE TELEPHONE ttAcr PROM o TERMINAL BOARD TO TELEPHONE OUTLET, (GENERAL CABLE, TYPE MP CMR, 24 AWG, LEVEL 2) CHEHAYEB do ASSOCIATES, INC. a1 I:...': I 1 i TELEPHONE POWER FAILURE JACKS ARE TELEPHONE OUTLETS CONSULTING ENGINEERS 1 N WHICH BYPASS THE NORSTAR SYSTEM AND ARE USED DURING CTS-- :: - :.,::.: HE TELEPHONE POWER _ ......: `.....:: - ::::: - ::::-' -.:..I " : WIRED DIRECTLY TO THE STATION BLOCKS O ' ELECTRICAL POWER INTERRUPTIONS THE AZEELE ST 813 876 9 c O TAMP > >5 P A, F (fax) 876-0913 CABLE TELEPHONE POWERFAILURE JACKS FAILUREJACKS ARE LOCATED IN THE II 6 CONDUIT STUB -UPS INTO TROUGH 1 PHARMACY AND THE OFFICE, THE TELEPHONE POWER FAILURE JACK LIC 9521 02 7 •� • L 33609 - GENERAL SALES.. �—T JI :. � E1 5 IN THE PHARMACY IS LOCATED BY THE ANSWERING MACHINE. • #4 4 CERT. #7340 II I .. 1 THE CONTRACTOR SHALL FURNISH AND INSTALL A 8' X 8% 3/4" :....I 2 A-C GRADE PLYWOOD (TREATED PER CODE) FOR TELEPHONE SEE ELEV, 1 E1,5 BOARD MOUNTING. a i i LEGEND THE CONTRACTOR SHALL FURNISH AND INSTALL CONDUITS AND ...j.. .... ...I _ I.I O PULL SHEET E,01, FROM THE PROPERTY I:.,•::,-: .. .. LINE, OUTSIDE THE O BUILDING, AND TERMINATE AT THE TELEPHONE II TELEPHONE 0 TERMINAL BOARD. IIII OUTLET THE CONTRACTOR SHALL FURNISH AND INSTALL A RECESSED :II ��_ TELEPHONE CABLE (CONDUIT SHALL BE CONDUIT SYSTEM FROM THE PUBLIC TELEPHONE LOCATION TO THE PROVIDED AS REQUIRED PER NOTES AND/OR l I ::: •_• _:": ....._- III � TELEPHONE TERMINAL BOARD. PROVIDE A (3) PAIR TELEPHONE D. :...: _ _ I:il D STATE AND LOCAL CODES) SO CABLE FROM THE TELEPHONE TERMINAL BOARD TO A RECESSED :- 1 AT THE PUBLIC TELEPHONE JUNCTION BOX LOCATION (PROVIDE WEATHERPROOF 0FEET0 OF SLACK AT EACH END), TTELEPHONE(S) O BE LOCATED UNDER CANOPY. DO NOT INSTALL PUBLIC PHONES BELOW CANOPY ACCESS. 6 LL.` .....;;: 1 6 1-6„ 6 ALL TELEPHONE CABLES SHALL BE LABELED AT BOTH ENDS FOR :..... 1 6:......:: ::. O IDENTIFICATION PURPOSES. :• . III i y� oFF�E.. -6",-6„ PROVIDE A 1" CONDUIT FROM THE TELEPHONE TERMINAL BOARD TO 6 1 T .•:' I :T THE PHARMACY COMMUNICATIONS CABINET, THE CONTRACTOR �.... T.... II I 1 6 T T SHALL FURNISH AND INSTALL A THREE (3) PAIR TELEPHONE CABLE 1 O0 �\ �,.-/i::. O IN THAT CONDUIT, THE THREE 3 PAIR TELEPHONE CABLE WILL BE () FLOOR PLAN —TELEPHONE SYSTEM r® 2 T 1 6 TERMINATED BY A DTR (DATA TERMINAL REPAIR) TECHNICIAN AT ,...,.:-�THE RJ11 RECEPTACLE ON THE TELEPHONE TERMINAL BOARD. SCALE; 1 16 - " E Arm OSEE DRAWING E01 OR UTILITY SERVICE ENTRANCE LOCATION ` +42" -- �+48" A.F,F, O NOT USED. -- _—-------------------_ I F -------------- a 1 5 PROVIDE TWO (2) TELEPHONE LINES FOR THE FIRE ALARM SYSTEM 1 �O (IF REQUIRED BY CODE). FIRE ALARM CONTROL PANEL IS LOCATED 4,-0- AT THE TELEPHONE TERMINAL BOARD. SEE DRAWING E1.6 FOR ADDITIONAL INFORMATION, REVISIONS NO. DATE BY DESCRIPTION 1 7/5/02 BW WALGREENS REVIEW n SOUND SYSTEM NOTES 2 1 1. WALGREENS COMPANY SHALL FURNISH AND INSTALL ..• .• 2 SOUND SYSTEM EQUIPMENT, ............. -------- 2. LANDLORD'S ELECTRICAL CONTRACTOR SHALL FURNISH ..........s NMI .............•• AND INSTALL ALL SOUND SYSTEM WIRING. SAL STOCK 3. COORDINATE SPEAKER LOCATIONS WITH REFLECTED p Q ......................... ......................... 4 CEILING PLAN, DRAWING A1,2. - I ...... .... I -------= ---------------=-------------------- .......... I YVC SOUND SYSTEM KEYED NOTES S ;:::;; :.::; (TYP I .••• II ' I CABLE, 22 GAUGE, 2/C, STRANDED (UL) TYPE • - - - _ � � _ _ - UE), FURNISHED AND INSTALLED BY �• Ot CM CL2 (BELDEN 5500 ••.. ' ` �` •' 1 LANDLORDS CONTRACTOR, I _.. ....... :..:; ^ 1DE, LOW VOLTAGE BELL (EDWARDS) WITH I:..... I COMMERCIAL GRADE, TRANSFORMER MOUNTED AT BAR JOIST. GRAINGER MOD,3ZR06 S 2 WITH 4X743 TRANSFORMER AND WEATHER-PROOF PUSH BUTTON :• _ _ (DWARDS # 78) SEE POWER PLAN E1,2, KEY NOTE #22, I_ I � VC E 1 5 ...: - B1 0 FRONT WALL ABOVE SECURITY OR CHIME (NUTONE MODEL K 0) MOUNTED AT PAD, WIRE TO RECEIVING DOORBELL, o SOUND SYSTEM RECEIVER, SEE DETAIL 1/E1,5, ABOVE. a1 - CERTIFICATION AND SEAL it :... ....... - .......... I c ............ I HEREBY CERTIFY THAT IS it I S = — PLAN ANDSPECIFICATION H �l WAS PREPARED BY ME OR II S _lit...S LEGEND UNDER MY DIRECT II I = I = I Il I A DULY SUPERVISION AT I AM II i _ .41 "' I SPEAKER (CEILING MOUNTED) ARCHITECT OR ENGINEER :..::..: :..::..: a �I �I °o UNDER THE LAWS OF THE I = I"®vc SPEAKER WITH INTEGRAL VOLUME CONTROL STATE OF FLORIDA �' I I ..._ .. .. I _. S AS SIGNIFIED BY MY PUSHBUTTON HAND AND SEAL. II I it !I v DOORBELL/TRANSFORMER I: !ij""' STORE NUMBER 06970 I:I DOOR CHIME D. SOUND SYSTEM (MOUNTED ADJACENT TO TELEPHONE BOARD) PROJECT NUMBER 201157 I - S 129. N PAGING HORN (WALL MOUNTED 9'-0" UP) PROJECT NAME :. . IIII I �S� SOUND SYSTEM CABLE (S•E•C.) Orlando 17-92 &Lake Mary ......... :: ! :...... Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. II I i O `� �'•, j DRAWING TITLE •� \3 FLOOR PLAN - TELEPHONE AND SOUND SYSTEM FLOOR PLAN —SOUND SYSTEM " I ®. , VC vC SCALE; 1 /16" = V-0" ` ! �..:..... .eN �. CAD PLOT: SCALE: AS SHOWN .......... :.... :.... :....:....:....:....:....:....:....:....:....:....:.... :....: .: DRAWING NO E \--------------------------------- li VOID PLOT: DRAWN BY: I ------- -------=------------- - 1 � -,.� DS,BW El m*5 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. W"�gAg"9111& FACILITIES PLANNING AND DESIGN FLOW SWITCH 4 200 WILMOT ROAD DEERFIELD, IL TAMPER SWITCH Q 847-940-2500 60015-4616 1 2 --� -- � ° � FIRE ALARM SYSTEM NOTES Cunaci & TS FS ------- is _ Peterson, Architects a..............:1. GENERAL STOgC 1— PROVIDE A COMPLETE FIRE ALARM CONTROL/COMMUNICATOR PANEL PER FL Corporate Certificate ...... ..: NFPA 101 (LIFE SAFETYCODE), AND NFPA 72 (FIRE ALARM CODE). EQ.S------ -- i 2— FIRE MARSHAL'S APPROVAL MUST BE OBTAINED FOR SYSTEM PROVIDED, 1220 Alden Road) (R).......•••••_:.` .. I DEVICE LOCATIONS, WIRING, ETC. PRIOR TO COMMENCING ANY WORK. - Orlando, 32 - 546 ..................................... . •. _ _ . ndo FL 3 WITH ALL NATIONAL, STATE, AND LOCAL http://www.c-p.com C — W , ....................:....................................... :------ ----- =°=— CODE ORDINANCE ETC. .: i 0 �� U ALL WORK SHALL CO 20 ............................. .......... :::.............................. ....................... S, S Phone (407) 228 2 # I I J Fax (407) 228-4219 a SEE NOTE 8 li ,. 4— THE ALARM SUPPLIER SHALL SUPPLY AND INSTALL A COMPLETE FIRE .� I (TYPICAL) I :.:� I6 ALARM SYSTEM PER SPECIFICATION SECTION 16720 AND SHALL BE CAPABLE OF BEING MONITORED BY ADT. CONTACT JOHN MAIURI PROJECT DATA — — —1206 OR CARA HOWE 1-630-734-4888 FOR FIRE _ TYPE '✓` --�,. T T -. :.�,. ... ALARM MONITORING. GENERAL SALES FOOD MART -----° --J 5— ...: el .. — — - .. _ CATIO PHARMA SECURITY — — S) •: EX STG BLDGN LIQUOR CY 24 HOUR STORE y N :.. 6— EA E IRE DUCT MOKE DETECTOR SHALL BE FURNISHED AND REMODEL I HR PHOTO OTHER ' INSTALLED BY MECHANICAL CONTRACTOR. RTU-4 RTU43.. 5 CH RREVF INC. _ - _ 7Cff SHAY B �c ASSOCIATES, :.. Z ECONSULTINC ENGINEERS CH ( r 8 PROVIDE REMOTE TEST SWITCHES FIELD COORDINATE EXACT LOCATIONS. CIS --"� ��+ — NOTE 4 ON SHEET E•01 REGARDING TAMPER SWITCH FOR TAMP FL 33609 (fax) 876-09 3 I:... .. PHARMACY r 876-1415 3702 AZEELE ST _ _ _ of Diy• + BACKFLOWPREVENTER. _ Sanford Fire Prey' I1tiL A it i ....... ......: ........ ...... 10— FIRE ALARM SYSTEM WIRING SHALL BE IN DEDICATED CONDUIT LIC. #49521 02-74 CERT. #7340 "'. Date: SYSTEM THRU—OUT. I II I , ...... .... I JI .. . . ..-. • � :-' � 1 1— SMOKE DUCT DETECTOR SHALL BE 120V AND CONNECTED TO II li II ORAL SALESI fJl T LP4-29. EE�E 12— FLUSH MOUNTED KNOX BOX, COORDINATE HEIGHT WITH ARCHITECT, COORDINATE SIZE AND TYPE WITH LOCAL FIRE MARSHAL. III i II FIRE ALARM PANEL 1 SEE FIRE ALARM NOTE # IJ FIRE ALARM LEGEND R SEE NOTE #9 FACP FIRE ALARM CONTROL PANEL 71, Iaj„ II TAMPER SWITCH III _ -.1 RTU1 RTU — T .- D f lT' Fs FLOW SWITCH D I _ T ..� T it I Lj HVAC DUCT SMOKE DETECTOR:(SUPPLY SIDE) _.._ - ® MANUAL PULL STATION I (R) — I -: O SMOKE DETECTOR III I .::.:.:....:......: ...:. • HORN/STROBE UNIT (ADA) AT 80" A.F.F. TO BOTTOM. II ' ..... ;.L SEE NOTE #11 ,yl KNOX BOX. SEE FIRE II p (TYPICAL). % REMOTE TEST SWITCH ALARM NOTE # 12. I I I I \ O `� : <` ''.firON T 80A F F TO BOTTOM. FLOOR PLAN O _ ..: STROBE ONLY (ADA) A ,•. .fir ........:...:... FIRE ALARM SYSTEM E • I li NOT ALL DEVICES SHOWN IN LEGEND MAY BE REQUIRED FOR THIS PROJECT SCALE: 1 / 16 _ _ _ 1 j -------- --_ — —_� ----- — --------- REVISIONS NO. DATE BY DESCRIPTION ° SPARE CONDUIT NOTES � 2 9 . .. ' 1 AND 1LOCALORK SCO ES SHALL COMPLY ETCH ALL NATIONAL, STATE ------- �+ ................. - 2. ONE (1) 1" COMMUNICATIONS CONDUIT WITH #12 PULL STRING. ............•i'I���i:�•A:":::.:.1•.:.:.:. is A�tt�t:. •.:.:. S.F. o ; ... . Q --- EMPLOYEE I - (FERAL ST I Cj - .... ----------------------------=.--.--.----------- ........................:....: ° LEGEND II CO CONDUIT ONLY, BELOW FLOOR. :I : X . WITH BL ANK ...... JUNCTION ._ ..._.. .... COVER CERTIFICATION AND SEAL 0 " CEILING G :I PHARMACY 13 — ILIN a I I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION �— — ............... I : : _ WAS PREPARED BY ME OR UNDER :::: I :- • !! SUPERVISION AND THAT I AM II i O�ERAL SALES' : A DULY REGISTERED I I WALL SHELVING ARCHITECT OR ENGINEER :......: iil. 1 LAWS OF THE • .: I : - ER TH .........: UNDER IIIII I AS SIGNIFIED BY MY � SEE DETAIL 1 I ! co HAND AND SEAL ..:= CONDUIT BELOW SLAB SEE DETAIL 2 II' I ........• , �I� STORE NUMBER 06970 :..::..: II I Ijl j FINISHED FLOOR (nP) PROJECT NUMBER 201157 i I PROJECT NAME a ._. .. k S.E.C.) Orlando 17-92 & Lae Mary I D . , I DETAIL 1 III = I Sanford, Florida I I i.::::::: Relocation of store #02294, 3822 S. Orlando Dr. CASH REGISTER STAND l i �i DRAWING TITLE �S NOTE #2._ (TYPICAL) ,yi .:....... _. CONDUIT BELOW SLAB FLOOR PLAN - FIRE ALARM & SPARE CONDUIT ��.�•:�� ... I �. SH E " FINISHED FLOOR DRAWING NO. ...........- . i' CAD PLOT: SCALE: AS SHOWN FLOOR PLAN O. - :....:.�i ; .. :::, :•: VOID PLOT: DRAWN BY: .:....:..:.. SPARE CONDUIT :....:....:..... I . E ' I II DS/BW El m6 SCALE: 1/16" = 1'-0"------- ------- — —_---- _-- —---_--- J--------- __ I ------------- a ------- _ ----—=—QF DETAIL 2 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: OF DWGS. FEEDER DIAGRAM FOR 208Y/120V.30.4W. MAIN SERVICE TYPICAL ELECTRICAL PANEL DETAIL NOTES 100A/3P/N,F, 100A/3P/N,F, 100A/3P/N,F, 100A/3P/N,F, 60A/3P/N,F. 60A/3P/N.F. W"09A"04f� WEATHER PR❑OF WEATHER PROOF WEATHER PROOF WEATHER PROOF WEATHER PROOF WEATHER PROOF 1. CONDUIT SHALL BE ELECTRICAL METALLIC TUBING (EMT), RIGID STEEL (1/2" MINIMUM), OR MC CABLE WHERE ALLOWED BY CODE, FACILITIES PLANNING AND DESIGN 2. MAIN DISTRIBUTION PANELBOARD SHALL BE CIRCUIT BREAKER TYPE. 200 WILMOT ROAD DEERFIELD, IL RTU-1 RTU-Z RTU-3 RTU-4 RTU-S RTU-6 847-940-2500 60015-4616 NEUTRAL WIRE NEUTRAL BUS 3. EXIT SIGNS AND EMERGENCY LIGHTS SHALL HAVE THEIR OWN SELF-CONTAINED STANDBY BATTERY POWER PHASE WIRE SUPPLY. 8 9 L 11 12 4. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE THIS INSTALLATION IN COMPLIANCE WITH ALL Cuhaci & 7 NEUTRAL WIRE ELECTRICAL AND FIRE PREVENTION CODES, SUPERCEDING ALL SPECIFICATIONS, DRAWINGS AND NOTES, Peterson, Architects SEE 5. ACCEPTABLE MANUFACTURERS FOR SURGE SUPPRESSION UNITS INCLUDE INNOVATIVE TECHNOLOGY, LEA FL Corporate Certificate #AA C000526 200A/3P/N,F, 2 DETAIL INTERNATIONAL AND LEVITON. SEE DETAIL 5 FOR FURTHER INFORMATION, OF JUNCTION BOX FOR UPS 1/E2,2 CONNECTION, 6. PANEL 'LP-CR' FEEDER AND BRANCH CIRCUIT CONDUCTORS MUST BE RUN SEPARATE FROM OTHER 1220 Alden Road WG-4 SEPARATE GROUND n PHASE WIRE PANEL CONDUCTORS. DO NOT RUN THROUGH A COMMON RACEWAY OR TROUGH Orlando, FL W,P, CONDUCTOR ( ) http://www.c-p.com BUILDING I 5 14 UPS 7. PANELBOARDS SHALL NOT BE USED AS RACEWAY OR JUNCTION BOX. Phone (407) 228-4220 WALL J SEPARATE GROUND Fax (407) 228-4219 q CONDUCTOR 8. LIGHTING CONTROL NETWORK CABLE, SEE DETAIL 2/E2.1B, NOTES 1 & 2. FOR LIGHTING PANELS 'LP1' AND 15 'LPSP' LIGHTING CONTROLS, SEE DRAWINGS E2,1A AND E2.1B, PROJECT DATA 6SEE W/ AMP MAIN BREAKER MAIN DISTRIBUTION DETAIL PHASE BUS TYPE GENERAL SALES FOOD MART W/SHUNT TRIP PANELBOARD 2 2/E2.2 (TYPICAL) 9, THE AVAILABLE SHORT CIRCUIT CURRENT FROM THE ELECTRICAL UTILITY COMPANY IS 23,055 AMPERES, REMOTE WEATHERPROOF 'MDP' SEE GENERAL GROUND BUS 10. ALL BUSES IN ELECTRICAL SERVICE EQUIPMENT, DISTRIBUTION PANELS, ETC., ARE TO BE STANDARD ALUMINUM NEW LOCATION PHARMACY SECURITY NOTE 13 BREAK -GLASS NON- LP-SP LP-1 LP-2 LP-3 LP-4 S/S LP-CR ALLOY. ALL FEEDERS AND BRANCH CIRCUITS ARE TO BE COPPER. EXIST'G BLDG LIQUOR 24 HOUR STORE MOMENTARY SHUNT TRIP n200A PUSHBUTTON FOR PANEL SEE GENERAL SEE DETAIL REMODEL 1 HR PHOTO OTHER 'MP' MAIN BREAKER, LABEL 2 n125A NOTE 12 5/E2.1 11. FOR LEGEND OF SYMBOLS, SEE DRAWING E1,2, AS 'ELECTRICAL SERVICE 3 n200A I I I I NOTE: EMERGENCY DISCONNECT', 3 P FOR CASH REGISTER LIGHTING PANEL (LP-CR), 12. G.E. MICROLITE LIGHTING CONTROL RELAY SECTION, SEE DETAIL 2/E2.1B AND PROVIDE CHEHAYEB &' ASSOCIATES, INC. SEE E1.2 FOR LOCATION, 4 n200A I t000A 5 n200A I I I I I I (SEE GENERAL NOTE 8) SEE DETAIL 5/E2.1. ACCORDINGLY. ' CONSULTING ENGINEERS 13 P N 84" AFG 6 n 200A I I III I METER PEDESTAL 7 n 70A I I III I BY E.C. 2#10, 1#10 E,G. IN 8 n80A 3/4'C FOR SHUNT 9 n80A OPERATION. (BELOW n100A GRADE) REMOVABLE 10 nIooA LINK 11 M NEUTRAL 12 n60A BAR7 13 n60A • 14 n30A S/S 15 100An-PPARE 15 • 200Ar1SPARE 13 <SEE NOTE 5) PEDESTAL MOUNTED 16 METER ADJACENT TO TRANSFORMER GROUND (SEE SITE BAR PLAN E0,1) FLOOR 1-1/2" R.G,S. Gi 4TO 1 L D MOUNTED G1 GR❑UNDING PER NEC TRANSFORMER, SEE 250-81(a)(c), SEE SITE ELECTRICAL MAIN GROUNDING SERVICE CONFIGURATION. PLAN. ELECTRODE. NOTES PROVIDE PERMANENT 1. REFER TO SPECIFICATION SECTION LABEL TO READ 16400, PART II 1 2.01 (D) AND 2,01 <E) 'CAUTION' FOR REQUIRED PANEL LABELING. SERIES RATED SYSTEM 2. BREAKERS SHALL BE U,L, TESTED TO To Maintain UL Series Combination Interrupting Rating P 9 9 SERIES RATE WITH DOWN STREAM PANELS TO PROVIDE A 65K SIERIES of Downstream Panelboards Replace Only with RATED SYSTEM, SEE PANEL A,I,C, SIEMANS 200A Type FXD6-A Circuit breakers, RATINGS, E3,1-NOTE #1, A ELS LP-SP AND LP-1 FMUST FEED FROM BOTTOM, CTS 1 I E2.1 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 MAIN SERVICE A,I,C. RATING NOTES LTC. #49521 02-74 CERT. #7340 HVAC BREAKER SIZING NOTE 1. THE MAIN DISTRIBUTION PANEL BOARD SHALL BE FULLY RATED FOR 65,000 AMPS ELECTRICAL CONTRACTOR MUST REVIEW HVAC SHOP DRAWINGS INTERRUPTING CAPACITY (A.I.C.) MINIMUM, TO DETERMINE NAME PLATE MAXIMUM ❑VERCURRENT PROTECTION 2. EQUIPMENT A.I.C. RATINGS SHALL NOT BE REDUCED WITH❑UT WRITTEN APPROVAL, REQUIRED AND ADJUST BREAKER SIZES IN 'MDP' PANEL T❑ MATCH, FAILURE TO D❑ SO WILL RESULT IN ELECTRICAL CONTRACTOR REPLACING BREAKERS IN THE FIELD AT THEIR OWN SOLE EXPENSE TO MEET THE CRITERIA LISTED ABOVE, 01 LOAD ANALYSIS B CATEGORY CONNECTED KVA DEMAND FACTOR DEMAND KVA LIGHTING 72,6 1 1,25 90.8 1 U RECEPTACLES (FIRST 10 KW) 10.0 1.0 10.0 I RECEPTACLES (REMAINING) 6.1 1 0.5 L MISC. LOADS 66.3 1.0 66.3 D MECHANICAL EQUIPMENT 108.9 1.0 108.9 I WATER HEATER 13.2 1.0 13.2 N REFRIGERATION 30.8 1.0 30.8 G TOTAL KVA 307.9 1 323.1 1 TOTAL AMPS 897.5 @0120/208,3-PH,4W 1 SERVICE PROVIDED IS 1000 AMPS @ 120/208V, 3ph, 4w REVISIONS PANEL'LP-CR' NO. DATE BY DESCRIPTION LIRANCH CIRCUITING SERVICE CONFIGURATION - LP-CR PANEL - SURGE SUPPRESSION UNIT GROUNDING NOTES 1 7/s/o2 Bw WALGREEN S REVIEW 1 ELECTRICAL CIRCUITS OF THE STORE CASH REGISTERS AND RELATED COMPUTER/ELECTRONIC FOR 120/208 VOLT MAIN SERVICE) 1 GROUNDING (ELECTRICAL SYSTEM) SYSTEMS, MUST BE PROVIDED AND INSTALLED IN A SPECIFICALLY PRESCRIBED MANNER, THE INTENT OF THIS TEXT IS TO EXPLAIN THE NEW TERMINOLOGY AS WELL AS WHAT IS NEEDED FORA Yvss COVERT ONE OF THE MOST IMPORTANT PARTS IN THE INSTALLATION ❑F SUCCESSFUL INSTALLATION IN TERMS THAT EVERYONE CAN UNDERSTAND. ________________--- __--- ________ BY ELIMINATING THE POSSIBILITY OF DANGEROUS OR EXCESSIVE I CCTV ELECTRICAL SYSTEMS IS GROUNDING. PROPER GROUNDING WILL I Tvss PROVIDE PROTECTION OF PERSONNEL, EQUIPMENT, AND CIRCUITS A.C. ELECTRICAL POWER REQUIRED TO OPERATE COMPUTERS AND THEIR RELATED EQUIPMENT MUST I r---------------'-------� BE AS CLEAN AS POSSIBLE; I.E., NO OTHER EQUIPMENT (NON -COMPUTER RELATED) CAN BE I I I F ------------------� I N AO But CO CONNECTED TO THESE CIRCUITS. THIS IS KNOWN AS A DEDICATED CIRCUIT. THIS WILL INSURE THAT II II III r----`-- ---- I CCTV VOLTAGES, NO OTHER EQUIPMENT CAN INDUCE NOISE OR LINE SPIKES INTO THE CASH REGISTERS, OFFICE r I I I I I I I I M ON I TO _MAIN DISTRIBUTION PANELBOARD x GR❑UNDING SYSTEM MUST BE IN ACCORDANCE WITH SYSTEM EQUIPMENT, PHARMACY TERMINALS, TIME/ATTENDANCE SYSTEM, SATELLITE ANTENNA SYSTEM, II II II II II I I APPLICABLE NATIONAL, STATE OR LOCAL ELECTRICAL 1 BURGLAR ALARM SYSTEM, AND TELEPHONE SYSTEM, IN ADDITION, COMPUTER -TYPE CIRCUITS MUST I I I I I ITILCODES AND ORDINANCES, NEVER BE RUN IN CONDUITS, TROUGHS OR JUNCTION BOXES TOGETHER WITH NON -COMPUTER II II I II II II TIME/ 1-HR PHOTO THE GROUND PATH MUST BE PERMANENT AND RELATED CIRCUITS, PHYSICAL CONTACT BETWEEN THESE TWO TYPES WOULD ALLOW FOR NOISE OR j III I I CR [CRI [CR] CR ATTENDANCE TERMINAL CONTINUOUS, AND THE RESISTANCE OF THE GROUND LINE SPIKES TO BE MAGNETICALLY INDUCED TO THE COMPUTER -TYPE CIRCUITS. PATHS MUST NOT EXCEED TWO (2) OHMS, II II I II II I „ I I III I I ADDITIONAL CASH REGISTERS (CR) MAIN SURGE JUNCTION BOX INSTALL A CONDUIT (1/2 MIN.) FROM EACH SYSTEMS EQUIPMENT OUTLETS (AS MENTIONED ABOVE) I I I I I I UNIT SHALL BE CONNECTED ACCORDINGLY, PROVIDE SUPPRESSION CIRCUIT 1K ALL GROUNDING ELECTRODES OF DIFFERENT SYSTEMS TO THE CRITICAL (DEDICATED) PANEL LP-CR . EACH 1/2 CONDUIT HOMERUN SHALL CONSIST OF A _ _ _ _ I () IN SAME METAL MUST BE BONDED TOGETHER. MAXIMUM OF THREE CIRCUITS (NATIONAL ELECTRICAL CODE) IN ONE CONDUIT (NINE (9) WIRES, THREE _ _ _ BREAKER, SEE NOTES 6 St 7. CONDUIT (3) --- DEDICATED PHASE, NEUTRAL, AND GROUND), THE PANEL 'LP-CR' WILL RECEIVE ELECTRICAL - - x METALLIC CONDUIT USED TO ENCLOSE A GR❑UNDING - - I SECONDARY SURGE CONDUCTOR MUST BE BONDED TO THE GROUNDING POWER FROM THE MAIN DISTRIBUTION PANEL, SUPPRESSION UNIT CONDUCTOR AT BOTH ENDS TO REDUCE IMPEDANCE, PANEL --- ------_----� 1 1 1 I (PROVIDTEB2, 30A.S). THE GROUND WIRE FOR THIS CIRCUIT SHALL BE RUN BACK TO THE MAIN DISTRIBUTION PANELBOARD LP-CR ___ SEE NOTES 6 & 7. RECEPTACLE BOXES MUST BE GROUNDED BACK TO THE GROUND (EARTH GROUND), ALL CIRCUIT BREAKERS (IN 'LP-CR') FOR THE COMPUTER SYSTEMS MUST ----------� I I , BE LOCKED IN THE 'ON' POSITION AND MUST BE CLEARLY IDENTIFIED AT THE PANEL. THE BRANCH I SAS GROUNDED LP-CR PANEL. CIRCUITS, ALONG WITH THE GROUND CONDUCTOR, SHALL RUN CONTINUOUS FROM THE CASH -- TL TL tt Yvss s Yvss A SEPARATE MECHANICAL GROUND WIRE MUST CONNECT THE GISTER,OFFICE SYSTEM EQUIPMENT,ETC, OUTLETS TO THE LP-CR PANEL. TRAINING SATELLITE NEUTRAL OUTLET BOX TO THE LP-CR PANEL MECHANICAL GROUND BUS, 1 CR CR CR CR AVOID UNNECESSARY BENDS A.C. POWER DISTRIBUTION - PROVIDE SEPARATE DEDICATED POWER AS SHOWN: ' PHOTO PHOTO ROOM SYSTEM SEE NEC ARTICLE 280-12, SAS W GROUNDING SYSTEM FOR THE LP-CR PANEL MUST BE 1. PHARMACY TERMINAL RECEPTACLES - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) 1 NEUTRALBUS BONDED TO THE MAIN DISTRIBUTION PANELBOARD LGROUNDING SYSTEM AND IN TURN BONDED T❑ THE GROUNDWIRE TO ONE CIRCUIT BREAKER. �_______ TECH EQUIP. CABINET SYSTEM'S NEUTRAL, 2. OFFICE SYSTEM EQUIPMENT RECEPTACLES - THREE (3) PHASE, THREE (3) NEUTRAL AND THREE ' I I (SYSTEM EQUIPMENT) 6/E4.2 TAIL GROUND TO ENCLOSURE m 0 N NEUTRAL BUS (3) GROUND WIRES TO THREE CIRCUIT BREAKERS. SEE X PR❑VIDE A SEPERATE GROUND CONDUCTOR IN EACH AND EVERY CONDUIT AND RACEWAY SIZED PER NEC TABLE CERTIFICATION AND SEAL 3. CASH REGISTER RECEPTACLES - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIRE RX COMMUNICATIONS 250-95 (MINIMUM), TO ONE CIRCUIT BREAKER, (ONE REGISTER PER CIRCUIT) I BONDING/LINK THIS CONDUCTOR GND0 CABINET IS REQUIRED. GROUND TO ENCLOSURE. 2, GROUNDING TESTS 4. TIME/ATTENDANCE RECEPTACLES -ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND I WIRE TO ONE CIRCUIT BREAKER, MAIN GROUNDING ELECTRODE MECHANICAL GROUND BUS, AFTER INSTALLATION ❑F THE LP-CR PANEL TESTS MUST I HEREBY CERTIFY THAT THIS RX CCTV MECHANICAL GROUND BUS IS REQUIRED. PLAN AND SPECIFICATION 5. SATELLITE SYSTEM RECEPTACLES - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND (GREEN GROUND CONDUCTOR GROUND BUS PANEL LP-CR MECHANICAL GROUND WIRE SHALL BE BE PERFORMED TO CHECK THE FOLLOWING: WAS PREPARED BY ME OR WIRE TO ONE CIRCUIT BREAKER IN TWO LOCATIONS. (ONE CAMERA IN CONDUIT, SEE NOTE 5) GREEN WITHOUT ANY TRACER. EXCESSIVE GROUND POTENTIAL DIFFERENCES UNDER MY DIRECT CIRCUIT AT EACH LOCATION) EXOTHERMIC (BONDED TO THE ENCLOSURE) BETWEEN DIFFERENT AREAS, DO NOT EXIST, SUPERVISION AND THAT I AM 6. BURGLAR ALARM/FIRE ALARM/ - ONE (1) PHASE, ONE (1) NEUTRAL, AND ONE (1) GROUND ' BURGLAR ALARM/ FIRE ALARM /TELEPHONE/ SOUND WELD (TYP.) A DULY REGISTERED TELEPHONE AND SOUND SYSTEM WIRE TO ONE CIRCUIT BREAKER, I SYSTEM SYSTEM SYSTEM SYSTEM METALLIC X GROUNDING SYSTEM INTEGRITY, ARCHITECT OR ENGINEER 1 I BUILDING UNDER GROUND TESTS TO BE PERFORMED ARE, UNDER THE LAWS OF THE TO ONE CIRCUIT BREAKER, HAND AND SEAL. 7. 1-HOUR PHOTO TERMINAL -ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIRE STEEL WATER PIPE STATE OF FLORIDA •c�� y`L GROUND POTENTIAL DIFFERENCE MEASUREMENT AS SIGNIFIED BY MY �r 0 8. TECH EQUIPMENT CABINET RECEPTACLES - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) FULL SIZE GROUND WIRE TO ONE CIRCUIT BREAKER. I _ _ _ - - - - GROUND CONDUCTOR ELECTRODE ENCASED IN NATIONAL ACCOUNTS 9. RX COMMUNICATIONS CABINET RECEPTACLES -TWO (2) PHASE, TWO (2 NEUTRAL AND TWO (2) MIN. 2 OF CONCRETE STORE NUMBER 06970 GROUND WIRES TO TWO �2) CIRCUIT BREAKERS. ADDITIONAL RX TERMINAL NOTES: 1. ELECTRICAL POWER DISTRIBUTION EQUIPMENT & LIGHTING CONTROL SYSTEM SHALL CONNECTED 1. ALL EQUIPMENT, CONDUCTOR AND RACEWAY SIZES SHALL BE IN ACCORDANCE WITH FACILITIES 10. COVERT CCTV SYSTEM -ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIRE TO TACCORDINGLY. PLANNING, DRAWINGS AND SPECIFICATIONS, ONE CIRCUIT BREAKER. PHARMACY OFFICE A. THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PROJECT NUMBER 201157 PHARMACY 2. INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE, TERMINAL SYSTEM LOCAL PURCHASE AND INSTALL THE ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND 11. TRAINING ROOM RECEPTACLE - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIRE TERMINAL EQUIPMENT REQUIREMENTS AND ALL APPLICABLE LAWS AND REGULATIONS. LIGHTING CONTROL SYSTEM. PURCHASE ORDERS WILL BE ISSUED BY THE PROJECT NAME TO ONE CIRCUIT BREAKER, 3. GROUND CONDUCTOR FROM MAIN DISTRIBUTION PANELBOARD TO EARTH GROUND MUST BE SIZED ELECTRICAL CONTRACTOR. STORES LOCATED EAST OF THE MISSISSIPPI RIVER IN ACCORDANCE WITH THE NATIONAL ELECTRICAL AND LOCAL CODES. EXCEPT FLORIDA AND TENNESSEE SHALL USE SIEMENS ELECTRICAL POWER (S.E.C. Orlando 17-92 & Lake 12. CCTV MONITOR RECEPTACLE -ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIREL ) Mary ONE(1) 15 AMP. DISTRIBUTION EQUIPMENT AND LIGHTING CONTROL SYSTEM, STORES LOCATED WEST Sanford Florida TO ONE CIRCUIT BREAKER. 120V.10 CIRCUIT (EACH). TOTAL THREE(3) 15 AMPV 4. FEEDER AND GROUND CONDUCTOR FROM LPHOU TO MAIN DISTRIBUTION PANELBOARD SHALL BE OF THE MISSISSIPPI RIVER, FLORIDA, LOUISIANA AND MINNESOTA SHALL USE 13. RX CCTV CAMERA RECEPTACLE - ONE (1) PHASE, ONE (1) NEUTRAL AND ONE (1) GROUND WIRE NOTES: 120V-10 CIRCUITS. INSTALLED IN ONE CONTINUOUS LENGTH WITHOUT SPLICES OR JOINTS IN THE SAME RACEWAY. GENERAL ELECTRIC POWER DISTRIBUTION EQUIPMENT AND MICROLITE LIGHTING Relocation of store #02294, 3822 S. Orlando Dr. TO ONE CIRCUIT BREAKER. " 5. GROUND TO: CONTROL SYSTEM. STORES LOCATED IN TENNESSEE SHALL USE SQUARE "D" 1. ALL CIRCUIT A.C. BRANCH CIRCUITING: #12 WIRE, 1/2 CONDUIT. A. METAL UNDERGROUND WATER PIPE ELECTRIC POWER DISTRIBUTION EQUIPMENT AND LIGHTING CONTROL SYSTEM. CASH REGISTER NOTE 2 LABELED WITH E AK R CAL DDECA PANELS MUST BE CLEARLY B. METAL FRAME OF BUILDING (CADWELD) DRAWING TITLE 3. SEE DRAWING E3.1 FOR PANEL LP-CR SCHEDULE. 6. ACCEPTABLE MANUFACTURERS FOR SURGE SUPPRESSION UNITS INCLUDE: (UNITS SHALL BE B. WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREEN FEEDER DIAGRAM /ELECTRICAL DETAILS TL 4. SEE POWER AND SYSTEMS PLAN (E1.2) FOR QUANTITY PURCHASED THOUGH NATIONAL ACCOUNT PROGRAM) PROJECTS MUST PURCHASE ELECTRICAL POWER DISTRIBUTION EQUIPMENT AND nrnlr`A Trn n1101 ry Tun CT-, nry /T, \ Orr-rnTAd�l r Qions nrnr nT. n, r- . ANn I n(ATinN CIF FACH SYSTFM THROUGH _ - _ FEEDER OVERCURRENT PROTECTION 3-P DEVICE DESIGN CONNECTED LOAD FIELD MEASURED LOADS CKT. NO. CONDUIT & FEEDER SIZE AO BO Co O 4 SETS OF 3-1/2' (4 250MCM IN EA. 1000 A 307,905 W 1 I © 2-1/2-C (4 NO. 3/0 & 1 NO. 6 GND) 200 A 39,740 W 2 15 1-1/2'C (3 NO. 1, 1 NO, 6 GND.) 125 A 30,000 W 3 14 2-1/2'C (4 NO. 3/0 & 1 NO. 6 GND) 200 A 10,220 W 4 O 2-1/2-C (4 NO. 3/0 & 1 NO, 6 GND) 200 A 28,280 W 5 O4 2-1/2'C (4 NO. 3/0 & 1 NO. 6 GND) 200 A 32,320 W:VA 6 O3 2-1/2-C (4 NO, 3/0 & 1 NO, 6 GND) 200 A 35,855 W 7 O VC (3 NO, 4, 1 NO. 8 GND.) 70 A/2-POLE 7,250 W 8 O 1-1/4'C <3 NO. 1, 1 NO. 6 GND.) 80 A 21,310 W 9 O 1-1/4'C (3 NO, 1, 1 NO. 6 GND.) 80 A 21,310 W 10 O 1-1/4'C (3 NO. 1, 1 NO, 6 GND.) 100 A 26,710 W 11 10 1-1/4-C <3 NO. 1, 1 NO, 6 GND,) 100 A 26,710 W 12 11 VC <3 NO, 6, 1 NO. 8 GND.) 60 A 14,100 W 13 12 VC (3 NO, 6, 1 NO. 8 GND.) 60 A 14,100 W 14 13 3/4" C.(4 NO.10 & 1 NO.10 GND) 30 A ZERO 15 O SPARE 100 A - 16 O SPARE 200 A - Gi #3/0 (SEE NOTE #5 UNDER MAIN DISTRIBUTION PANELBOARD NOTES) , �• • �� � 1 L� I ••�-• 1 -1, \ � �/ � � ,�r 1 AUK, o , MAUL: RG1 GI I r UES ARE r Cv F ROM PANEL CR'. PROVIDE A SEPARATE "LOCK -ON" CIRCUIT FOR EACH ELECTRONIC CASH REGISTER. EACH RECEPTACLE TO BE GROUNDED WITH A SEPARATE GROUND WIRE BACK TO 'LP-CR'. CIRCUITS AND JUNCTION BOXES ARE NOT TO SERVE OTHER LOADS (eg. LIGHTING, GENERAL PURPOSE RECEPTACLES, ETC.. RECEPTACLES ARE TO BE HUBBELL #HBL47001. CASH RF('ISTFRS ARF FIIRNISHFn WITH HI IRR1-1 I uwni e.7,)ivv rAD wAl nDc-rnlc -' -" "' ' ' ' - ' -"" 5. UTILIZE CONVENTIONAL WIRING METHODS (i.e. NETWORK HOMERUNS FOR ALL WIRING SHOWN). LEGEND: MANUFACTURER FOR "MDP" PANEL FOR "LP-CR" PANEL LIUM 111VG GuN i HOL SYSTEM THROUGH THE NA I IUNAL ACCOUNTS PROGRAM. CALL SIEMENS, GENERAL ELECTRIC, OR SQUARE "D" NATIONAL ACCOUNTS DEPARTMENT FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT. 1. FOR GENERAL ELECTRIC CALL (630)718-. 16520 CAD PLOT: - SCALE: AS SHOWN DRAWN BY: DRAWING NO. INNOVATIVE TECHNOLOGY PTX080-37101 PTX080-1S101 LEA INTERNATIONAL TSP-120/208-3Y-WG-1 TSP-120/240-CPCD-WG-1 VOID PLOT: - LEVITON 52120-M3 42120-001 2. FOR SIEMENS CALL (888)WALGRNS (925-4767) DS/BW SUPERINTENDENT TO HAVE HOLE CUT IN CASH REGISTER COUNTER TO INSERT CORD DOWN - - - - - - - - - GREEN GROUND WIRE 3. FOR SQUARE "D" CALL (630)916-9550 5 24/2002 OF SURGE SUPPRESSORS TO MATCH SUPPLY VOLTAGE. / TO OUTLET BELOW AS REQUIRED), CORD NOT TO BE EXPOSED. - DEDICATED A.C. POWER LINE (PHASE AND NEURAL) 7. VERIFY VOLTAGE CHARACTERISTICS LOCATE THE SURGE SUPPRESSOR AS CLOSE AS POSSIBLE TO THE PANEL IT PROTECTS. SURGE RELEASED TO DATE. ( E2ml NO SUBSTITUTIONS ACCEPTED FOR HUBBELL) FE241 SUPPRESSOR LEAD LENGTH SHALL NOT EXCEED 3 FEET, 5 CONSTRUCTION: E2.1 SUPERSEDES PLAN DATED: OF DWGS. CONTROL SCHEDULE - NON 24 HOUR STORE (SEE NOTE 9) GROUP PANEL CIRCUIT DESCRIPTION DAY EVENTS FUNCTION 1 LP1 21,24,25 GENERAL SALES — MORNING LIGHTS MON—SUN URGLAR ALARM DISARMEE ON BURGLAR ALARM ARMED OFF BURGLAR ALARM TRIGGERED ON 2 LP1 11,12,19,23,29 GENERAL SALES — NORMAL LIGHTING MON—SAT 7:55 AM ON 14,26,28,30,32 10:10 PM OFF 17 PHOTO LIGHTING 20 'H' FIXTURES LIGHTING SUN 7:55 AM ON 31 ATM/ONE HOUR PHOTO/HALLMARK SIGNS 10:10 PM OFF 33 MORTAR AND PESTLE SIGN 16 WALK—IN COOLER/FREEZER LIGHTING 18 'H' FIXTURE COSMETIC LIGHTS & RECEPTACLES 15 'H' FIXTURE —SOUTH AND WEST WALLS 34 SPARE BURGLAR ALARM TRIGGERED ON 3 LP1 13,22,27 GENERAL SALES — EVENING LIGHTS MON—SAT 7:55 AM ON 10:45 PM OFF SUN 7: 55 AM ON 10:45 PM OFF BURGLAR ALARM TRIGGERED ON 4 LP1 2,4,6 OFFICE; ELECTRICAL ROOM; MON—SUN 3URGLAR ALARM DISARMEE LOCAL SWITCHING ENABLED TRAINING ROOM; EMPLOYEE ROOM; PASSAGES GENERAL STOCK ROOM BURGLAR ALARM ARMED OFF 5 LP1 1,3 PHARMACY MON—FRI 7:55 AM ON 10:30 PM OFF SAT 7:55 AM ON 6:30 PM OFF SUN 7:55 AM ON 5:30 PM OFF BURGLAR ALARM TRIGGERED ON 6 LPSP 14 'R-1' WALLPACK FIXTURES MON—SUN OUTDOOR LIGHTING LESS THAN 20 FC ON OUTDOOR LIGHTING MORE THAN 20 FC OFF BURGLAR ALARM TRIGGERED ON 7 LPSP 1,15,17,19 SIGNS MON—SAT 8:OOAM TILL 10:OOPM AND OUTDOOR LIGHTING IS LESS THAN 100 FC ON 2,6,8 SIGNS 21,23 AWNING/CANOPY 34/36 FLOODLIGHTS 16 ENTRANCE CANOPY "H" FIXTURES SUN 8:OOAM TILL 10:OOPM AND OUTDOOR LIGHTING IS LESS THAN 100 FC ON 11 SPARE 1 4 SPARE 10,12 MASTER DEVELOPEMENT SIGN BURGLAR ALARM TRIGGERED ON 8 LPSP MON—SUN AFTER 7:30 AM AND OUTDOOR LIGHTING LESS THAN 20FC ON 26/28, 30/32 PARKING LOT LIGHTS 38/40 ENTRY DRIVE (EAST) 15MIN AFTER BURGLAR ALARM SYSTEM ARMED OFF BURGLAR ALARM TRIGGERED ON 9 LPSP 18/20, 22/24 PARKING LOT LIGHTS MON—SAT 8:OOAM TILL 10:OOPM AND OUTDOOR LIGHTING IS LESS THAN 20 FC ON (BUSINESS HOURS ONLY) SUN 8:OOAM TILL 10:OOPM AND OUTDOOR LIGHTING IS LESS THAN 20 FC ON 15MIN AFTER BURGLAR ALARM SYSTEM ARMED OFF BURGLAR ALARM TRIGGERED ON 10 LPSP 7,9,13 DRIVE—THRU CANOPY LIGHTS, MON—FRI 8:OOAM TILL 10:OOPM AND OUTDOOR LIGHTING IS LESS THAN 100 FC ON "Q" FIXTURE AND SIGNS SAT 8:OOAM TILL 6:OOPM AND OUTDOOR LIGHTING IS LESS THAN 100 FC ON SUN 8:OOAM TILL 5:OOPM AND OUTDOOR LIGHTING IS LESS THAN 100 FC ON BURGLAR ALARM TRIGGERED ON SEE NOTE 8 CONTROL SCHEDULE - NON 24 HOUR STORE (CONT'D.) GROUP PANEL CIRCUIT DESCRIPTION DAY EVENTS FUNCTION 11 LPSP 25,27,29,31,33,35 GONDOLA RECEPTACLES MON—SAT 7:55 AM ON 10: 10 PM OFF SUN 7:55 AM ON 10:10 PM OFF NOTES: 1. PANELS LP-1 AND LP—SP ARE SHIPPED FACTORY PRE—PROGRAMMED PER CONTROL SCHEDULE ABOVE, ELECTRICAL CONSULTANT AND ELECTRICAL CONTRACTOR MUST FURNISH PANELS LP-1 AND LP—SP CIRCUITING EXACTLY AS SHOWN ON THE CRITERIA DRAWINGS E0.1, E1.1, E2.1A, E2.1B, AND E3.1, THE ONLY ACCEPTABLE DEVIATIONS ARE LIMITED TO SPECIAL LOCAL CODE REQUIREMENTS AND UNUSUAL SIZE OF THE STORE, IF STORE IS BIGGER THAN NORMAL — SPARE CIRCUITS SHALL BE UTILIZED. IF STORE IS SMALLER THAN NORMAL — UNUSED CIRCUITS WILL BECOME SPARE. IF CIRCUITING DEVIATES FROM CRITERIA AND FIELD RE —PROGRAMMING IS REQUIRED, ELECTRICAL CONSULTANT/ELECTRICAL CONTRACTOR WILL BE LIABLE FOR ALL THE EXPENSES INCLUDING MICROLITE PERSONNEL TRAVELING AND LABOR. 2. EACH PANEL (LP-1 AND LP—SP) CONSISTS OF A RELAY SECTION AND CIRCUIT BREAKER SECTION IN ONE ENCLOSURE. THE RELAY SECTION IS LOCATED ABOVE THE CIRCUIT BREAKER SECTION. BRANCH POWER WIRING BETWEEN RELAY SECTION AND CIRCUIT BREAKER SECTION IS FURNISHED BY PANEL MANUFACTURER. ELECTRICAL CONTRACTOR SHALL PROVIDE FEEDERS TO PANELS AND BRANCH POWER WIRING BETWEEN THE RELAY SECTION AND THE LOADS. ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE CONTROL WIRING TO THE RELAY SECTION AS SHOWN ON DRAWING E2.1 B. 3, STORES LOCATED IN FLORIDA SHALL USE THE MICROLITE CONTROL SYSTEM. CONTROL SYSTEM SHALL BE PURCHASED THROUGH THE NATIONAL ACCOUNT PROGRAM. 4, DIMENSIONS OF COMBINATION RELAY/BREAKER PANELS: MICROLITE PANELS: 78"H X 24"W X 7"D 5. ELECTRICAL CONTRACTOR SHALL INSTALL COMBINATION RELAY/BREAKER PANELS LP-1 AND LP—SP SO THAT THE BOTTOM OF THE PANEL SHALL BE AT 12" A.F.F, 6, ALL THE CIRCUITS WITHIN EACH GROUP SHALL BE PROGRAMMED NOT TO BE ENERGIZED AT THE SAME TIME, BUT SHALL BE STAGGERED WITH A ONE SECOND INTERVAL BETWEEN EACH CIRCUIT. 7, OVERRIDES: 1.) OVERRIDE STATION ON PANEL LP—SP DOOR. a. STATION INCLUDES (4) PUSHBUTTONS/SWITCHES AND ALLOW OVERRIDE OF THE FOLLOWING GROUPS: NOTE 7 CONTINUED: —GENERAL SALES AND MISCELLANEOUS — GROUPS #1, #2, #3, #4, AND #11. —PHARMACY — GROUP #5, —SIGNS AND AWNING/CANOPY — GROUPS #7, AND #10. —PARKING LOT — GROUPS #8 & #9. b, MICROLITE UTILIZES PUSHBUTTONS. TO OVERRIDE THE GROUP PUSHBUTTON SHALL BE PRESSED, THE STATUS OF OVERRIDE MODE IS INDICATED BY PUSHBUTTON PILOT LIGHT, IF PILOT LIGHT IS ON, IT INDICATES THAT THE GROUP IS IN OVERRIDE MODE. IF PUSHBUTTON IS PRESSED AGAIN, PILOT LIGHT IS TURNED OFF INDICATING THAT THE GROUP IS SWITCHED TO NORMAL = AUTOMATIC MODE. c. WITH EXCEPTION OF GROUP #5 (PHARMACY) DURATION OF OVERRIDE MODE IS LIMITED TO 2 HOURS, IF MORE OVERRIDE TIME IS REQUIRED — OVERRIDE PUSHBUTTON/SWITCH SHALL BE INITIATED AGAIN. TWO HOUR OVERRIDE LIMITATION DOES NOT APPLY TO PHARMACY. d. OVERRIDE FOR ALL THE GROUPS EXCEPT PARKING LOT OVERRIDE MODE WILL BE DISABLED WHEN SECURITY SYSTEM IS ARMED. FOR GROUP #8 (PARKING LOT) OVERRIDE MODE WILL BE DISABLED 15 MINUTES AFTER SECURITY SYSTEM IS ARMED. 2.) PHARMACY LOCAL OVERRIDE SWITCHES. THERE ARE TWO SWITCHES, EACH CONTROLS APPROXIMATELY HALF OF THE PHARMACY LIGHTS. WHEN SWITCHES ARE TURNED ON — LIGHTS ARE TURNED ON; WHEN TURNED OFF — LIGHTS ARE TURNED OFF. (TWO HOUR OVERRIDE LIMITATION DOES NOT APPLY TO PHARMACY). 8. GROUP #4 IS CONTROLLED BY STANDARD 120V ON/OFF LOCAL SWITCHES WIRED IN SERIES WITH RELAYS. 9. OPERATING HOURS: MONDAY THRU SATURDAY — 8:00 A.M. TO 10:00 P.M. SUNDAY — 8:00 A.M. TO 8:00 P.M. CONTRACTOR MUST VERIFY WITH THE ARCHITECT FOR ACTUAL STORE OPERATING HOURS AND ADJUST CONTROL SCHEDULE ACCORDINGLY. Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 I PROJECT DATA I TYPE GENERAL SALES jfl FOOD MART NEW LOCATION PHARMACY SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL F1 1 HR PHOTO 11 OTHER F-1 CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS 3702 AZEELE ST. CTS (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION 7/5/02 BW I WALGREENS REVIEW CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE LIGHTING CONTROL DIAGRAMS CAD PLOT: SCALE: AS SHOWN I DRAWING NO. VOID PLOT: DRAWN BY: DS/BW RELEASED TO DATE: 5/24/2002 CONSTRUCTION: E2m1A SUPERSEDES PLAN DATED: OF DWGS. TO PHARMACY NOTE 8 18 AWG SEE NOTE 3 TB 1 1 2 3 4 5 6 7 8 9 10 1144 24 o ARM NOTE 5 1 1 _ N ALRM w o g 2 24 I ` COM NOTE 5 LLJ r .,V)Ed ■000�O�m V) r,>- I Tg 2 1 2 3 4 5 6 7 I I Tg 3 25 26 27 28 9 30 3113H2L33 J48 J I X ( I 18 AWG Uj U SEE NOTE 9 Li �� Q4--CLOSE �ANEL 'LP-SP' -RELAY SECTIONCLOSEDD F20VAC PANEL LP-SP WHEN DISARMED IN ALARM CIRCUIT #42 n U 0 0 0 N " N �- � 4 5F i T� I PHOTOCELL, ( Q O Q SEE NOTE 3 o U O STAGE 1 TAGE 2 v IT61 L1 L2 N L1 A 277120 TB21 I L ----�I POWER � N G I SUPPLY 120 VAC, PANEL 'LP-SP' EOLR CIRCUIT #42 100 OHM (FACTORY PREWIRED) F� TB4 + - GND + - GND I SHLD CLEAR BLUE o U to � III Z Z 0 II �� 11 TVSS I LIGHTING CONTROLLER S J L` ' MDP COMPLETE WITH PHOTOCELL HONEYWELL CAT.#CR7075A - - LOSED AT AMBIENT - CLOSED AT PHARMACY �ONTACT LIGHT AMBIENT LIGHT LOCAL CLOSED (MOUNT CONTROLLER LEVEL BELOW LEVEL BELOW OVERRIDE ON TVSS LADJACENT TO PANEL LP-SPJ 20FC. (PARKING) 100FC. (SIGNS) SWITCHES FAILURE (MAINTAINED NOTES: 1. NETWORK CABLE SHALL BE FURNISHED AND FACTORY CONNECTED TO PANEL LP-SP BY MICROLITE. NETWORK CABLE INSTALLATION AND TERMINATION AT PANEL LP-1 SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR, 2. PANELS LP-SP AND LP-1 SHALL BE INSTALLED ADJACENT TO EACH OTHER, 3, REFER TO PHOTOCELL INSTALLATION DETAIL 3, THIS DRAWING, 4, IMPORTANT: BEFORE DRILLING CONDUIT OPENINGS IN THE PANELS, ALL INTERIOR COMPONENTS MUST BE WRAPPED TO PROTECT SENSITIVE ELECTRONIC EQUIPMENTS. 5, TERMINALS TB1-1,-2,-3,-4 AND TB2-1,-2,-3,-4 SHALL BE FACTORY PRE -WIRED TO OVERRIDE STATION MOUNTED ON PANEL LP-SP DOOR. ON/OFF CONTACT) 6. IF REMOTE LOCATION OF THE OVERRIDE PUSHBUTTONS IS REQUIRED BY LOCAL CODE, THEY SHALL BE TERMINATED AS FOLLOWS: PUSHBUTTON 1: TB1-12 AND TB2-8; PUSHBUTTON 2: T81-13 AND T132-8; PUSHBUTTON 3: T81-14 AND T132-9. 7. THE RELAY MODULE SHALL BE FURNISHED, INSTALLED AND WIRED TO SECURITY PANEL BY WALGREENS. WIRING BETWEEN MODULE AND LP-SP RELAY SECTION SHALL BE FURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. 8. DO NOT MAKE CONNECTIONS AT TB1A, TB2A, AND T83A TERMINALS. 9, DO NOT RUN LOW VOLTAGE WIRING IN THE SAME CONDUIT WITH POWER WIRING. ELL1 L2 �ND L1 AL277120 ITB 1 TB 2 �I - I -uj EOLR H N G POWER m u 100 OHM U SUPPLY OU Z I I 120 VAC, PANEL 'LP-1' CIRCUIT #42 I I F9 NETWORK CABLE NOTES 1 & 2 I(FACTORY PREWIRED) TB1 I + - GND + - GND TVSS LP-CR� PANEL 'LP-1' -RELAY SECTION - - - - - - ONTACT CLOSED ON TVSS FAILURE MICROLITE CONTROL SYSTEM EXTERNAL WIRING D IAGRAM PHOTOCELL INSTALLATION DETAIL NOT TO SCALE NOTES: 1. ELECTRICAL CONTRACTOR MUST INSTALL PHOTOCELL EXACTLY AS SHOWN ON THE DETAIL INCLUDING SEALING. OTOCELL SUPPLIED WITH HONEYWEL O SUBSTITUTIONS). 2. ONLY HONEYWELL LOW VOLTAGE PH CONTROLLER MUST BE UTILIZED. (N 3. PHOTOCELL EYE MUST BE INSTALLED ON THE ROOF FACING NORTH. RTIFICIAL LIGHT SOURCES. 4. PHOTOCELL EYE MUST NOT FACE A 5. PHOTOCELL IS MOISTURE SENSITIVE, PROPER PHOTOCELL AND J-BOX SEALING WITH GE SILICON IS EXTREMELY IMPORTANT. 6. PHOTOCELL MUST BE INSTALLED NEAR ROOFTOP UNIT NEAREST TO ELECTRICAL ROOM. 7. SHIELD MUST NOT BE ATTACHED TO HONEYWELL PHOTOCELL. 8. PHOTOCELL WIRING MUST NOT SHARE THE SAME CONDUIT WITH POWER WIRING. 9. PHOTOCELL EYE SHALL NEVER BE INSTALLED FACING ROOF. I 3/4" SPARE CONDUIT BUSHING TO TVSS 0 MDP - TECH LOCAL CABINET OVERRIDE NOTE 2 SWITCHES CAT.5 3#18 JB IN 2#18 � JB 2#18 TO TVSS 0LP-CR #18 TO SECURITY AUXILIARY RELAY MODULE 3#18 LP-SP � 0 PANEL LP-1 NOTE 5 LP-SP - LP-1 NETWORK CABLE) TO HONEYWELL 3#18 LIGHTING CONTROLLER CLASS 2 LOW VOLTAGE AREA -1 (LOW VOLTAGE CONDUITS ONLY) NOTE 6 3 4 5 TB4 NOTE 5 TB1 TB2 NOTE 4 NOTES: 1. WORK THIS DETAIL WITH MICROLITE WIRING DIAGRAM DETAIL 1 THIS DRAWING, 2, CAT.5 CABLE SHALL BE FURNISHED AND INSTALLED BY WALGREENS CAT.5 INSTALLER, CAT.5 INSTALLER SHALL TERMINATE CABLE IN J-BOX INSTALLED INSIDE PANEL LP-SP LOW VOLTAGE COMPARTMENT. PATCH CABLES TO MICROLITE -PANEL L P-S P MODULE 4 (IOM) AND PHARMACY HUB SHALL BE FURNISHED BY DTR. 3, NOT USED. LOW VOLTAGE WIRING BLOCK DIAGRAM 4. CONTROL WIRES SHALL BE TERMINATED ON TERMINAL BLOCKS T81 AND TB2. DO NOT MAKE ANY CONNECTIONS TO TERMINAL BLOCKS TB1A, TB2A, AND TB3AI I! 5. SEE WIRING DIAGRAM, DETAIL 1, NOTE 1 THIS DRAWING. 6. MODULES: MODULES 1 & 5: BLACK TABS -OUTPUT MODULE, MODULE 2: YELLOW TABS - INPUT MODULE. MODULE 3: RED TABS - NETWORK CONTROL MODULE (NCM) MODULE. 4 MODULE 4: BLACK TABS - ETHERNET COMMUNICATION MODULE (IOM). E2.1B TESTING Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY Id SECURITY EXISTG BLDG LIQUOR 24 HOUR STORE REMODEL F1 1 HR PHOTO 11 OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS 3702 AZEELE ST. CTS (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION I THE FOLLOWING TEST MUST BE PERFORMED BY ELECTRICAL CONTRACTOR: 6, INTERLOCK WITH HONEYWELL CONTROLLER (CONT'D,) INITIAL CONDITIONS CERTIFICATION AND SEAL 1. NT L RED PHARMACY OVERRIDES CHECK THAT LOCAL OVERRIDES AND OVERRIDE PUSHBUTTON ON PANEL - ALL EXTERIOR LIGHTS ARE STILL ON, TEST TIME - 8: 00 A.M. - 10: P.M. LP-SP DOOR WORKS. ACTIONS: - DISCONNECT WIRE FROM TERMINAL #2 IN SECURITY SYSTEM AUXILIARY 2. OVERRIDES OTHER THAN PHARMACY RELAY MODULE. I HEREBY CERTIFY THAT THIS CHECK THAT OVERRIDE WORKS. RESULTS: - 15 MINUTES LATER PARKING LOT LIGHTS (ONLY) MUST TURN OFF, THE PLAN AND SPECIFICATION 3. SECURITY INTERLOCK REST OF EXTERIOR LIGHTS STAY ON WAS PREPARED BY ME OR INITIAL CONDITIONS: UNDER MY DIRECT - OVERRIDE PUSHBUTTONS/SWITCHES ON PANEL LP-SP DOOR SHALL BE OFF. RESTORE WIRE ON TERMINAL #2 IN SECURITY AUXILIARY RELAY MODULE. ALSO CARDBOX FROM THE PHOTOCELL ON THE ROOF. SUPERVISION AND THAT I AM S - ALL THE LIGHTS INSIDE THE STORE SHALL BE ON. REMOVE DULY REGISTERED - ALL EXTERIOR LIGHTS SHALL BE OFF ACTIONS: ARCHITECT OR ENGINEER - DISCONNECT WIRE ON TERMINAL #2 IN SECURITY SYSTEM AUXILIARY RELAY FINAL HONEYWELL CONTROLLER ADJUSTMENT: UNDER THE LAWS OF THE MODULE (WHITE BOX). RESULTS: SETTING #4 FOR STAGE 1 DIAL (PARKING LOT) AND #9 FOR STAGE 2 DIAL STATE OF FLORIDA - EVERY OTHER FIXTURE IN SIX ROWS OF LIGHTS INSIDE THE STORE SPACED ( (SIGNS AND AWNING/CANOPY) MENTIONED ABOVE ARE PRELIMINARY. AS SIGNIFIED BY MY EVENLY = MAINTENANCE LIGHTS) MUST TURN OFF THE ACTUAL SETTINGS MUST BE DONE IN THE EVENING BEFORE DARK OR HAND AND SEAL. EARLY IN THE MORNING WHEN IT IS STILL DARK. 4, SECURITY INTERLOCK. (CONT'D.) INITIAL CONDITIONS: EVENING ADJUSTMENT: - WIRE ON TERMINAL ##2 IS STILL DISCONNECTED AND SIX ROWS OF STORE NUMBER 06970 LIGHTS DESCRIBED ABOVE ARE STILL OFF 1, REMOVE HONEYWELL CONTROLLER PLASTIC COVER (ONE SCREW). ACTIONS: - INSTALL JUMPER BETWEEN TERMINALS 4 AND 6 IN SECURITY SYSTEM 2. SET "SET/RUN" SWITCH TO "SET" POSITION. SET BOTH DIALS (STAGE 1 AND PROJECT NUMBER 201157 AUXILIARY RELAY MODULE (WHITE BOX). STAGE 2) AT #1. BOTH RED LED'S SHALL BE OFF, ALL EXTERIOR LIGHTS SHALL RESULTS: BE OFF. PROJECT NAME - SIX ROWS OF LIGHTS INSIDE THE STORE DESCRIBED ABOVE AND ALL 3. AT DUSK (APPROXIMATELY 100FC) SLOWLY ROTATE STAGE 2 DIAL TOWARD ' EXTERIOR LIGHTS MUST TURN ON. BIGGER NUMBERS UNTIL RED LED BELOW DIAL TURNS ON. (S.E.C.) Orlando 17-92 & Lake Mary REMOVE JUMPER BETWEEN TERMINALS 4 AND 6 AND CONNECT WIRE BACK TO CHECK THAT ALL SIGNS AND AWNINGS/CANOPY LIGHTS ARE ON. FC SLOWLY ROTATE Sanford, Florida TERMINAL #2 IN SECURITY SYSTEM AUXILIARY RELAY MODULE. 4. WAIT TILL IT GETS DARKER. AT APPROXIMATELY 20 STAGE 1 DIAL TOWARDS BIGGER NUMBERS UNTIL RED LED BELOW DIAL TURNS Relocation of store #02294, 3822 S. Orlando Dr. 5, INTERLOCK WITH HONEYWELL CONTROLLER ON. INITIAL CONDITIONS: CHECK THAT ALL EXTERIOR LIGHTS ARE ON, - AT HONEYWELL CONTROLLER SET STAGE 1 DIAL AT #4 AND STAGE 2 DIAL » » 5. TURN SET/RUN SWITCH TO RUN POSITION AND REPLACE PLASTIC COVER. DRAWING TITLE AT #9; - "sE7/RUN" SWITCH MUST BE IN "RUN" POSITION. MICROLITE/SIEMENS CONTROL DIAGRAMS ACTIONS: MORNING ADJUSTMENT: - COVER PHOTOCELL WITH THE CARDBOX. RESULTS: 1. REMOVE HONEYWELL CONTROLLER PLASTIC COVER (ONE SCREW). CAD PLOT: SCALE: AS SHOWN DRAWING NO. a, TEST TIME - BETWEEN 8:00 A.M. - 10:00 P.M. 2. SET "SET/RUN" SWITCH TO "SET" POSITION. SET BOTH DIALS (STAGE 1 AND - SIGNS, CANOPY AND ALL PARKING LOT LIGHTS MUST TURN ON. b, TEST TIME - BETWEEN 7: 30 A.M. - 7.55 A.M. STAGE 2 AT 10. BOTH RED LED'S SHALL BE ON. ALL EXTERIOR LIGHTS SHALL ) VOID PLOT: DRAWN BY: SIGNS AND CANOPY LIGHTS MUST BE OFF. BE ON. _ " APPROXIMATELY 2/3 OF PARKING LOT LIGHTS (PANEL LP-SP CIRCUITS 3, WAIT TILL IT GETS BRIGHTER. AT LIGHT LEVEL SLIGHTLY HIGHER THAN 20 FC LED DS/BW 26/28 AND )0/32 MUST TURN ON. SLOWLY ROTATE STAGE 1 DIAL TOWARD SMALLER NUMBERS U I BELOW TURNS OFF. CHECK THAT PARKING LOT LIGHTS ARE OFF. 4. WAIT, AT LIGHT LEVEL SLIGHTLY HIGHER THAN 100FC SLOWLY ROTATE STAGE RELEASED TO 2 DIAL TOWARD SMALLER NUMBERS UNTIL RED LED BELOW TURNS OFF. CHECK CONSTRUCTION: 3 THAT ALL EXTERIOR LIGHTS ARE OFF. E216 5, TURN "SET/RUN" SWITCH TO "RUN" POSITION AND REPLACE PLASTIC COVER, DATE: 5/24/2002 SUPERSEDES PLAN DATED: E2. I D ,OF DWGS. O � U O � U Z Z Z Z U U SELF SERVICE SHELVING LIGHTING DETAIL - FIXTURE TYPE 'H' AND RECEPTACLE DETAIL LIGHTING DETAIL - FIXTURE TYPE 'H' (COSMETICS AREA) EXIT SIGN DETAIL LIGHTING FIXTURE SCHEDULE OUTLET FOR COSMETIC AREA SHELF LIGHTING, SHALL BE PROVIDED BY CONTRACTOR, SEE WALL CORNICE LIGHTING FIXTURE 'H' SINGLE ROW, WALL LINE LIGHTING PLAN FOR ELECTRICAL REQUIREMENTS. LINE LENGTHS AS SHOWN ON DRAWING E1.1). .� LB I MOUNTED O! CORNICE OUTLET 6'-10" UP, WATTAGE AS NOTED ON PLAN (DWG. E1.1) NOTE: OUTLET BOXES AND RECEPTACLES FURNISHED AND INSTALLED BY CONTRACTOR. DUPLEX RECEPTACLE MOUNTED HORIZONTALLY FLOOR ACRYLIC FACIA 14" \— FIXTURE TYPE 'H' — SEE LIGHTING SCHEDULE FOR ADDITIONAL INFORMATION. PARABOLIC LOUVER SCALE: 1" = 1'-0" CANOPY FOR — CEILING MOUNT / WITH PEDANT OPTION. C 10 I (WITH POWER PACK) 9 NOTE: N2" WIDE DIMENSIONS MAY VARY WITH MANUFACTURER. CHICAGO ONLY 9/16" LETTER STROKE X I J��INIMUM) NOTES: 1. EXIT SIGNS SHAL HOSPHORESCENT TYPE �HEAD UNSWITCHED D CIRCUITS, 2. EME LIGHTS TO BE UL LISTED, WITH METAL 3 AGO EMERGENCY LIGHTING CODE NUMBER AS SHOWN ON P E4.1L E2.1 WALL MOUNTED LIGHT FIXTURE DETAIL GROUNDING DETAIL FOR DAKTRONICS L.E.D. READERBOARD INSTALLATION OF GROUNDING ELECTRODES NOTES: A. GROUND ROD SHALL BE COPPER, MINIMUM SIZE 5/8" X 8 FEET IN LENGTH —BY ELECTRICAL CONTRACTOR. B, GROUNDING ELECTRODE CONDUCTOR SIZE SHALL NOT BE LESS THAN #8 AWG. IT SHALL BE ATTACHED TO GROUND ROD WITH COMPRESSION TYPE CONNECTOR. �---- (2 STAINLESS STEEL LTS (MIN.) C. GROUNDING ELECTRODE CONDUCTOR SHALL BE RUN INSIDE SIGN COLUMN (SEE DETAIL) AND TERMINATED AT GROUND TERMINAL E41 IN DISPLAY POWER TERMINATION BOX, SEPARATE GROUNDING ELECTRODE CONDUCTOR SHALL BE PROVIDED FOR THE SECOND DISPLAY AND SHALL BE TERMINATED AT GROUND WALL MOUNTED TERMINAL E41 OF THE SECOND DISPLAY POWER TERMINATION BOX. LIGHTING FIXTURE" X 6" X 6" (MIN.) BOTH DISPLAYS SHALL SHARE THE SAME ROD(S). BACKING PLATE FOR EXISTING INSTALLATIONS, GROUNDING ELECTRODE CONDUCTOR COULD BE RUN ENCLOSED IN A IN FLASHING (DECK CONDUIT ALONG THE SIGN COLUMN, TO PARAPET CAP) D. GROUND ELECTRODE RESISTANCE TO GROUND SHALL BE 10 OHMS OR LESS, MEMBRANE OOF E, ALL MATERIALS AND INSTALLATION SHALL BE FURNISHED BY ELECTRICAL CONTRACTOR UNLESS NOTED OTHERWISE. F, INSTALLATION SHALL SATISFY NEC AND LOCAL CODE REQUIREMENTS. / E41 E42 \ 00 O \ TB41 E4.1 l REFER TO \ / DAKTRONICS DRAWINGS FOR ADDITIONAL FRONT VIEW INFO. NOT TO SCALE CONNECTION. INSTALL FLUSH TO GRADE, FOUNDATION ALL CONDUCTORS SHALL BE PROVIDED W/ NOT TO SCALE 6' OF SLACK ABOVE FOUNDATION FOR FINAL CONNECTION —BY SIGN CONTRACTOR. ALL CONDUCTORS TO RUN CONCEALED. NATIONAL ACCOUNTS I, LIGHTING FIXTURES 1 A. WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL GESCO'S NATIONAL ACCOUNTS DEPARTMENT (FOR COOPER) AT (630)718-6599 AND (FOR GE) AT (630)718-6564 OR VILLA LIGHTING (FOR LITHONIA) AT (800)325-0963 FOR PRICE QUOTES AND BILL OF MATERIAL CONFIRMATION FOR THEIR SPECIFIC PROJECT. B. STORES LOCATED EAST OF THE MISSISSIPPI RIVER AND TEXAS SHALL USE THE COOPER LIGHTING FIXTURE PACKAGE, Ii. LAMPS A. WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL VILLA'S NATIONAL ACCOUNTS DEPARTMENT (SUE MYERS) AT 1-800-325-0963. B. THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE LAMP PACKAGE. PURCHASE ORDERS TO VILLA WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. III. ULTRASONIC OCCUPANCY SENSORS 1 A. WALGREENS, ITS DEVELOPERS AND THEIR CONTRACTORS WORKING ON WALGREENS PROJECTS MUST CALL GESCO'S NATIONAL ACCOUNTS DEPARTMENT AT 630-718-6599. B. THE GENERAL CONTRACTORS WILL SELECT AN ELECTRICAL CONTRACTOR TO PURCHASE AND INSTALL THE ULTRASONIC OCCUPANCY SENSORS. PURCHASE ORDERS TO GESCO WILL BE ISSUED BY THE ELECTRICAL CONTRACTOR FOR ALL STORES. 3 E4.1 5 E4,1 FIXTURE CATALOG NUMBER MANUFACTURER LAMPS MOUNTING VOLTAGE REMARKS SEE NOTE 3 BELOW WRCG-296—EB-81 METALUX A WL68-259—EB8 COLUMBIA GE# F96T8/SPX35 RECESSED RR 2 96T8 120 ACNP LITHONIA WRCG-232—EB-81 METALUX B WLB4-232—EB8 COLUMBIA GE# F32T8/SPX35 RECESSED RR 2 32 120 ACNP LITHONIA WIC-232—EB-81 METALUX BOTTOM OF FIXTURE TO BE MOUNTED D WCSR4-232—UEB8 COLUMBIA GE# F32T8/SPX35 JOIST 14'-0" A.F.F. (32 WATTS) 3 120 ACNP LITHONIA CEILING WCHX-403 (CHICAGO) SURE—LITES 2-5W PL LAMPS SEE DETAIL 3/E4.1. E CEILING OR WSLX-70—RM SURE—LITES WALL MOUNT WAL—EXFL—I—R—W—W—RT BIG BEAM LED SEE DETAIL 3/E4,1. LX S W 3 R 120 277 EL N LITHONIA W2G-332A—EB-81 METALUX G WJ24-332G—FSA12-3EB8 COLUMBIA GE# F32T8/SPX35 RECESSED 2GT8 3 32 Al2 120 113 ACNP LITHONIA H WSN-132—IS—EB-81 METALUX SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED, WCH4-132—EB8 COLUMBIA GE# F32T8/SPX35 CORNICE 4 FOOT FIXTURE S 1 32 120 ACNP LITHONIA WSN-125—IS—EB-81 WCH3-125—EB8 METALUX COLUMBIA GE# F25T8/SPX35 CORNICE SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED. S 1 25 120 ACNP LITHONIA 3 FOOT FIXTURE WSN-117—IS—EB-81 WCH2-117—EB8 METALUX COLUMBIA GE# F17T8/SPX35 CORNICE SEE LIGHTING PLAN FOR TOTAL LENGTH REQUIRED, S 1 17 120 ACNP LITHONIA 2 FOOT FIXTURE M8605—BZ-747-44600—C PORTFOLIO GE# MXR100/U/MED HC8WO8—NR—BL-120—WAL PRESCOLITE GE# MXR100/U/PAR/WF WALL —MOUNT EXTERIOR CEW10-10OM-120—DDB LITHONIA GE# MXR100/U/MED 4TA-1-37005-444-120 SPAULDING Q RTWWM4-148HO—LE120 COLUMBIA GE# F48T12/SPX/HO SURFACE DRIVE—THRU WINDOW VDC 1 48HO 120 CW20 WL LITHONIA HDR10OMDTGL FAIL—SAFE EXTERIOR S 99-295 KENALL GE# MXR100/U/MED RECESSED SEE NOTE 8 VRR 100M 120/277 ADDE DHL L/LP ALDF LITHONIA WXR6C(CHICAGO) SURELITE ON COLUMN E-1 WAL—H2ET6S10—W—RT BIG BEAM 6V, 12W HALOGEN ELT 24C LITHONIA OR WALL WMC-232A—EB-81 METALUX SPECIAL APPLICATION ONLY WSM14-232—FSA12—EBB COLUMBIA GE# F32T8/SPX35 SURFACE M 2 32 Al2 120 ACNP LITHONIA (WALGREEN APPROVAL REQUIRED) MHGP-10OH—MT LUMARK R-1 W1SG—IOMOH-1ASN3—DB—WAL GENERAL ELECTRIC GE# MXR100/U/MED SURFACE WALL PACK CONTROL (SEE NOTE 5) TWA 100M TB L/LP LITHONIA WG-232A—EB-81 METALUX U —1 WJ14-232G—FSAI 2—EB8 COLUMBIA GE# F32T8/SPX35 RECESSED GT 2 32 Al2 120 ACNP LITHONIA PF4S40POA15X2DB254 W— 1 WITH RTG15 LOUVER & RTSPMB GENERAL ELECTRIC GE# MVR400/PS/VBD FLOOD LIGHT BRACKET, 40OW PULSE START LAMP FLOOD LIGHT PF4S40POA15X2DB254 (UTILIZE ONLY IN AREAS W/ RTG—DS LOUVER & RTTPMBDS GENERAL ELECTRIC GE# MVR400/PS/VBD WHERE LOCAL CODE REQUIRES BRACKET, LAMP (PULSE START) DARK SKIES) WCS7162-30-9/CA40/BZ MCGRAW/EDISON GE# MVR400/HOR/BT28 SEE NOTE 6, TYPE III DISTRIBUTION, Y-1 DSMT40M0A1GMC3 WAL GENERAL ELECTRIC GE# MVR400/HOR/MOG ON POLE FOR LIGHT POLE SEE NOTE 10 KSF2 400M R4W 208 SP04 LITHONIA WCS7162-30-9/CA14/BZ MCGRAW/EDISON GE# MVR400/HOR/BT28 SEE NOTE 6, TYPE III DISTRIBUTION. SEE Y_ DSMT40MOA1GMC3 WAL GENERAL ELECTRIC GE# MVR400/HOR/MOG WALL DRAWING EO.1A & DETAIL 4/E4.1 FOR WITH RTGWMPDB—DS MOUNTING DETAIL. (VERIFY WALL THICKNESS FOR LENGTH OF MOUNTING BRACKET BOLTS) KSF2 400M R4W 208 WB04 LITHONIA WCS7164-40-9/CA40/BZ MCGRAW/EDISON GE# MVR400/HOR/BT28 Z-1 DSMT40MOAlGFWT WAL GENERAL ELECTRIC GE# MVR400/HOR/MOG ON POLE SEE NOTE 6, TYPE IV DISTRIBUTION, FOR LIGHT POLE SEE NOTE 10 KSF2 400M R4W 208 SP04 LITHONIA WCS7164-40-9/CA14/BZ MCGRAW/EDISON GE# MVR400/HOR/BT28 SEE NOTE 6, TYPE IV DISTRIBUTION, SEE Z__ DSMT40MOAlGFWT WAL GENERAL ELECTRIC GE# MVR400/HOR/MOG WALL DRAWING E0.1A & DETAIL 4/E4.1 FOR WITH RTGWMPDB—DS MOUNTING DETAIL. VERIFY WALL THICKNESS KSF2 400M R4W 208 WB04 LITHONIA FOR LENGTH OF MOUNTING BRACKET BOLTS) W8TW-232A—EB-81 METALUX B-2 WAWN8-232-4EB8 COLUMBIA GE# F32T8/SPX35 SURFACE 8'-0" TANDEM UNIT, TSB 2 32 120 1/4 ACNP LITHONIA W-232A—EB-81 METALUX 3-2A WAWN4-232—EB8 COLUMBIA GE# F32T8/SPX35 SURFACE SB 2 32 120 ACNP LITHONIA WGC-1507-2 (CHICAGO) SURE—LITES RECESSED E— 2 WAL—H2RL6S10—RRT BIG BEAM 6V, 12W HALOGEN ELR2P N H1206 LITHONIA CEILING 6T-6—WXX SURE—LITES ON COLUMN H-36WP-6-12 BIG BEAM ELA NX H1206 LITHONIA OR WALL RFR-1-29-17 SURE—LITES RECESSED 4 H-36GF-6—W-12 BIG BEAM CEILING ELA RG H1206 LITHONIA ALL COMPONENTS FURNISHED AND INSTALLED BY THE LANDLORD'S CONTRACTOR UNLESS NOTED OTHERWISE). NOTES; 1. ALL LIGHTING FIXTURES TO HAVE ENERGY SAVING ELECTRONIC BALLASTS, 2. ALL FIXTURES ARE TO HAVE QUICK ACCESS BALLASTS FROM BELOW CEILING (THROUGH FIXTURE). 3. G.E. INDICATES GENERAL ELECTRIC CO., 4. NOT USED. 5. FOR GENERAL ELECTRIC FIXTURE, 'R-1', CHANGE "W1LR" TO "W1LG" FOR INTERNAL GLARE SHIELD. FOR LUMARK FIXTURE, 'R-1', ADD "VS/WL" FOR VISOR SHIELD, 6. ADD "HS/HR" SUFFIX TO LUMARK FOR HOUSE SIDE CUTOFF) ADD "ELS—DS" SUFFIX TO G.E. FOR HOUSE SIDE CUTOFF) 7. VERIFY ALL FIXTURE DIMENSIONS WITH MANUFACTURER TO AVOID CONFLICTS WITH OTHER DISCIPLINES. 8. U.L. LISTED WET LOCATION AND IP64 FOR MAXIMUM INSECT, DUST, AND WATER PROTECTION. 9. REMOTE SINGLE HEAD EMERGENCY LIGHTING FIXTURES "E-3" (WALL —MOUNT) AND "E-4" (RECESS MOUNT) SHALL BE CONNECTED TO EXISTING "E-1" AND "E-2" RESPECTIVELY, IN THE VICINITY, REPLACE BATTERY OF THIS FIXTURES ("E-1" & "E-2") TO A HIGHER CAPACITY IN ORDER TO OPERATE THE EXTRA REMOTE SINGLE HEAD EMERGENCY LIGHTING FIXTURES. THE FOLLOWING POLES ARE TYPICAL FOR AN AREA WITH WIND SPEED MIN 110 MPH AND 1.3 GUST FACTOR. CONSULTANT SHALL EVALUATE SITE SPECIFIC CONDITIONS AND APPLICABLE CODES BEFORE MAKING FINAL SELECTION OF POLES. MCGRAW/EDISON WSSS-6M-30SF 0.188" WALL, 4 HEADS) WSSS-6M-30SF �0,188" WALL, 3 HEADS & 2 FLOODS) Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERALSALES FOOD MART NEW LOCATION PHARMACY SECURITY EXISTG BLDG LIQUOR 24 HOUR STORE REMODEL F1 1 HR PHOTO 0 OTHER F CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS — cTs 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 ( fax) 876- 0913 LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY DESCRIPTION 7/5/02 1 BW I WALGREENS REVIEW CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE LIGHTING SCHEDULE AND DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: DS/BW RELEASED TO CONSTRUCTION: DATE: 5/24/2002 SUPERSEDES PLAN DATED: OF DWGS. i t b I ROOF EQUIPMENT POWER CONNECTION/INTERCONNECTING CABLE DETAIL SATELLITE ANTENNA WORK RESPONSIBILITIES (PENETRATING ROOF MOUNT) NEW STORE - TURNKEY PROJECT WITH ANTENNA INSTALLATION FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL NOTES: NOTES: 847-940-2500 60015-46 6 1, DIU/0 CA BLE FURNISHED BY WALGREEN AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 1. STRUCTURAL MOUNT BY LANDLORD'S CONTRACTOR ,,jam QT 2, VIDEO CABLE FURNISHED AND INSTALLED BY THE ELECTRICAL CuhaCl CJ� CONTRACTOR. 2. ELECTRICAL (ROUGH -IN) CLEAN POWER BY LANDLORD'S CONTRACTOR. Peterson, Architects 3. INTERCONNECTING CABLE ARRANGEMENT IS AS SHOWN AND IS 3. INDEPENDENT OF ANTENNA MOUNT (PENETRATING OR SEE SATELEFFE FL Corporate Certificate #AA C000526 NON -PENETRATING), LOCATION OF WEATHER HEAD, ETC., CABLE LENGTH MAY VARY. 4. ELECTRICAL (ROUGH -IN) PROVISIONS (EXCLUDING INTERCONNECTING CABLES) BY LANDLORD'S CONTRACTOR. 1220 Alden Road 4. NOT USED. / 5TERMINAL RE AIR (9 Orlando, FL 32803-2546 5, NOT USED. ANTENNA 6. INSTALLATION AND FINAL CONNECTIONS OF ANTENNA PROPER BY WALGREENS DATA TERMINAL http://www.c-p.com (COLOR: BEIGE) .. REPAIR (DTR). Phone (407) 228-4220 Fax (407) 228-4219 6. VERIFY EXACT ANTENNA AIMING DIRECTION PRIOR TO a INSTALLING CONDUIT ARRANGEMENT AS SHOWN. CONSULT i) 7. ELECTRICAL FINAL CONNECTIONS BY WALGREENS CONTRACTOR. WITH WALGREENS FOR EXACT LOCATION OF ROOF OPENING. PROJECT DATA SEE ORIENTATION DETAIL 4/E4.2. I °' I ^ TYPE GENERALSALES Rd FOOD MART NEW LOCATION PHARMACY NdSECURITY RF HEAD EXISTG BLDG LIQUOR 24 HOUR STORE REMODEL 1 HR PHOTO 10 OTHER �0 CHEHAYEB &' ASSOCIATES, INC- 1 CONSULTING ENGINEERS T 3702 AZEELE ST. —ACTS (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 WEATHER-PROOF OUTLET WITH LIC. #49521 02-74 CERT. #7 4 DUPLEX RECEPTACLE (GFCI) AND CABLE IS INSIDE SAFETY OUTLET ENCLOSURE. OF ARM. (RAINTITE WHILE IN USE) WEATHER HEAD ROOF LINE ROOF CURB ASSEMBLY - SEE DRAWING S0.1 OR SO.2. PROVIDE MOUNTING SUPPORT AS REQUIRED, SEE DETAIL 5/E4.2 FOR SUPPORT ABOVE 1/2" CONDUIT (MIN.) THE ROOF. VERIFY EXACT CONFIGURATION OF PENETRATING ROOF MOUNT STANDARD AC POWER, STRUCTURAL SUPPORT. SEE DRAWING FED FROM NEAREST S0.1 OR S0.2. AVAILABLE GENERAL PURPOSE 1 1/2" CONDUIT WITH COAX CABLE ROUTED AS PANEL. (NOT LP-CR). SHOWN ON DETAIL 6/E4.2, SEE SATELLITE GENERAL NOTE #1 /E1.3 (CABLE ROUTING). PROVIDE HANGER SUPPORT WHEN RUN ABOVE CEILING, COAXIAL DIU/0 CABLE BUSHING COAXIAL VIDEO CABLE SATELLITE DIGITAL RECEIVER/ INTERFACE DESCRAMBLER UNIT (VIDEO) SYSTEM (DIU/0) REVISIONS EQUIPMENT LOCATED IN RX EQUIPMENT LOCATED El COMMUNICATIONS CABINET IN TRAINING ROOM _ � NO. DATE BY DESCRIPTI ONd -- SATELLITE ANTENNA SYSTEM ANTENNA EQUIPMENT ORIENTATION DETAIL CONDUIT GROUPING MOUNTING SUPPORT DETAIL NOTES: 1. SEE THE FOLLOWING DETAILS FOR EQUIPMENT POWER CONNECTION NORTH (VER VERIFY AC' UAL OSATELLLITEING ANTE NA MOUNTING CONFIGURATION, DETAIL 1/E4.2 -PENETRATING ROOF MOUNT. ATTACH ELECTRICAL ROOF CURB BOXES TO UNI-STRUT 2. SEE ROUTING NOTES AND DETAIL 1/E4.2 FOR INFORMATION ON SUPPORT INTERCONNECTING CABLES. (LOW ENERGY) 0' ROOF OPENING SATELLITE 360' 3, THE FOLLOWING EQUIPMENT TO BE FURNISHED BY WALGREENS: ANTENNA, I CONDUIT GROUPING UNI-STRUT SUPPORT DIU/0, RF HEAD, RECEIVER/DESCRAMBLER, AND VIDEO SYSTEM (FUTURE). ANTENNA 4. ONE (1) 1 5A.120V.1 MAST LOCATION LOCATION ��� ANTENNA STRATRANISIENTB OLDTAGE SURGE SUPPRE ORBS�D820O () 5. NOT USED. 270, — - - �a - ,T— _ _ �� T- - — 90• OQ PIPE CLAMP 6. ONE (1) 15A.120V.1 � STRAIGHT -BLADE DtOFCBCIRECEARWCPMEIAS�PWB7<YRFMRD#8IDK-($�) RF HEAD TRANSIENT VOLTAGE SURGE SUPPRESSOR. SEE ROOF EQUIPMENT i AND INTERCONNECTING ANTENNA CABLE DETAILS \ PLAN VIEW `>` \' \ ' ' ABOVE. ��i'� R' o� \ �` � PLAN VIEW RUBBER BOOT ` ANTENNA MOUNTING POLE ROOF ROOF LINE CURB ASSEMBLY. (SEE DRAWING SO.1 OR S0.2 FOR CURB DETAIL). CERTIFICATION AND SEAL 180' � 1 1/2" CONDUIT WITH SEE DRAWING S0.1 OR S0.2 FOR \ / GFCI DUPLEX - EXACT STRUCTURAL SUPPORT. I HEREBY CERTIFY THAT THIS SOUTHWEST SOUTHEAST RECEPTACLE W/ - MIN. BEND RADIUS PLAN AND PASPECIFICATION �_ _ COVER CONDUIT GROUPING SEE NOTE #2. WAS PREPARED T ME OR WEATHER BUSHING SUSPENDED STUB -UP (WITH - UNDER MY DIRECT UNOBSTRUCTED POINTING DIRECTION. HEAD EQUIPMENT CEILING SUPERVISION AND THAT I AM EXACT AIMING ANGLE TO BE LOCATED IN BUSHING) ABOVE _ A DULY REGISTERED DETERMINED PER LOCATION, ANTENNA MAST 1/2" CONDUIT —CEILING— — (TYPICAL) TRAINING ROOM ARCHITECT OR ENGINEER UNDER THE LAWS F THE v STATE OFFLORIDA NOTE: CONDUIT GROUP OPENING MUST ALWAYS BE ORIENTED MOUNTING SUPPORT 1/2" CONDUIT (MIN.) AS SIGNIFIED BY MY fL TO THE NORTH OF THE ANTENNA PIPE SUPPORT TO VIEW A -A CIRCUIT FED FROM NEAREST I SATELLITE SEE NOTE 6 WITH 6" MIN. BEND HAND AND SEAL. AVOID CONFLICT WITH THE ANTENNA. THE ANTENNA A DEDICATED CABLE COAXIAL VIDEO I RADIUS MUST HAVE AN UNOBSTRUCTED POINTING DIRECTION AVAILABLE PANEL (NOT AC POWER I VIDEO PANEL 'LP-CR'). LINE (IN CONNECTION SATELLITE CABLE RG6. SEE 1 1/2" CONDUIT FROM SOUTHEAST TO SOUTHWEST. I ROOF CURB RECEIVER/ DETAIL 1/E4.2. WITH 6" MIN. BEND STORE NUMBER 06970 OWN CON- DESCRAMBLER RADIUS SELECT AREA AND THEIR CORRESPONDING APPROXIMATE A DUIT) I SYSTEM ORIENTATION ANGLE (VERIFY EXACT AIMING ANGLE FOR EQUIPMENT LOCATED IN PROJECT NUMBER 201157 RX COMMUNICATIONS EACH LOCATION). ROOF PANEL —CABINETS PROJECT NAME AZIMUTH (ANGLE AS SHOWN ABOVE) ELEVATION CHICAGO 187 42 DENVER 161 43 HOUSTON 174 56 MIAMI 207 58 MINNEAPOLIS 180 38 NY/CONNECTICUT 208 40 PHOENIX 146 46 SAN FRANCISCO 136 37 ST. LOUIS 183 46 LP—CR IN COAXIAL JUNCTION BOX IN (S.E.C.) Orlando 17-92 &Lake Mary SEE NOTE #4 DIU/0 CABLE WALL (AS REQUIRED) Sanford, Florida (SEE DETAIL 1 /E D I Relocation of store #02294, 3822 S. Orlando Dr. SEE DETAIL 4/E2.1 DRAWING TITLE DIGITAL INTERFACE UNIT (DIU/0) I SATELLITE SYSTEM DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. FLOOR L � - VOID PLOT: — — — DRAWN BY: PROVIDE MOUNTING - SUPPORT AS DS/BW REQUIRED, E I. . RELEASED TO DATE: 5/24/2002 F:E�A CONSTRUCTION: SUPERSEDES PLAN 5 E4.2 DATED: OF DWGS. L4 E�4.2jE4.2 E4.2 PHARMACY (SIDE DRIVE-THRU) LAYOUT (52'-4" X 17'-8" I.D.) - POWER AND SYSTEMS DETAIL PHARMACY FRONT COUNTER ELECTRICAL ELEVATION LPCR-18 20 40 18 20 ......... +48" ........... I ...........::::.......... TVSS . 40 18 20 NOTES TVSS 1. SEE DETAILS 1,4 & 5/E4.4 FOR CASH REGISTER OUTLET MOUNTING /� 17 40 +28„ 71 INFORMATION. ATI ENT 3 2. ETHERNET (CATEGORY 5) CABLE (IN CONDUIT, BELOW FLOOR) FROM EACH SEATING +1 ?-6pp PHARMACY TERMINAL AND CASH REGISTER TO RX COMMUNICATIONS LP3-19 CABINET. SEE DRAWING E1.3 FOR FURTHER INFORMATION. I 3. HEXAGON SYMBOL WITH NUMBER DESIGNATION CORRESPONDS TO KEY O NOTE REFERENCED ON DRAWING E1.2. I / LP2-26,28 LPCR-14 44 - 4. 1" CONDUIT (BELOW FLOOR) FOR AUDIO CABLE FROM AUDIO CONTROL I , 61 UNIT AT DRIVE—THRU WINDOW TO PHARMACY FRONT COUNTER AS SHOWN, 26: FOR ADDITIONAL MICROPHONE/SPEAKER UNIT. tk/ 60 TL LPCR-11,13,1 11: �/ TL 50 LP2-�TL.` i TL ( a :. TL. i LP4-1 .......... 1 0 2 60..1; 1 I E4.3 I I TL : N TELEPHONE OUTLET = I LPCR-31:::_> / R7 (TYPICAL)TL r 60 DISCONNECT SWITCH BELOW SINK FOR CONNECTION TO ` LPCR-6 LPCR.30 INSTANT —FLOW WATER HEATER, 1.5KW, 208V, 10 \ .:SEE 4 /..: (2#10, 1#10 E.G. IN 3/4"C.) SEE DRAWING P1.2 FOR ::NOTE FURTHER INFORMATION. ;.. 3 LP4-19,21 30/2/N.F. II .........: I :I / LP3-5 30 I LP2-32 i I 00 ..................... :.....:.... S E E 75 31 NOTE 2 ................. J ......................... t .................. LPCR 8 _ ........ :0 3D2 rn LPCR-33 9,-9„ LPCR-10 (TYP.): O :.:::........ :..:..... .......... ......:................ : rn I N .............. .............. 31 0 2 DD I 0 .............. E4,3........ ........ ........ : Cn ... 3 ....... I :•::::::::..:::. i ...... DIMENSION REFERENCE LP2-22 LPCR-12 POINT I :............:..............:................. ..... .... : r� 31 YHARM P SCALE: 1 /4" = 1'-0" OFFICE LAYOUT - POWER AND SYSTEMS DETAIL LPCR-35,36 NOTES; 49 1, HEXAGON SYMBOL DESIGNATION CORRESPONDS TO KEY NOTE NUMBER REFERENCED ON DRAWING E1.2. ......... 2. ETHERNET (CATEGORY 5) CABLES, (IN CONDUIT, BELOW FLOOR), TO TVSS : 36 RX COMMUNICATIONS CABINET, 35 3, TWINAXIAL CABLE, ROUTED TO TECH EQUIPMENT CABINET. (1 1/2" TELEPHONE OUTLET CONDUIT STUB —UP TO ABOVE CEILING AT AS400 TERMINAL AND AT 1'-6" A,F,F. (TYPICAL) TVSS TECH EQUIPMENT CABINET, SEE DETAIL 7/E4.4). +72" +24" 4, ONE (1) 1 (SPARE) COMMUNICATIONS CONDUIT WITH #12 PULL STRING TO TECH EQUIPMENT CABINET. LP2-21 SEE NOTE 2, C (TYPICAL).` THREE (3) 15A, 120V, 10 CIRCUITS, RECEPTACLES MOUNTED BELOW COUNTER, 1'-6" A.F,F. C2 (OFFICE SYSTEM EQUIPMENT), LPCR-1,3,5 LP2-19 f- 5' PLUGMOLD, MOUNTED 1'-3" A.F.F. D4EQUIPMENT, FOR FE SYSTEM OFFICE SCALE: 1 /4" = 1'-0" F3 E4.3 NOTES: 1. THIS ELEVATION CORRELATES TO THE PARTIAL FLOOR PLAN AT LEFT. VERIFY EXACT CONFIGURATION OF EQUIPMENT WITH THE 'D-1' PLAN, THIS ELEVATION IS USEFUL AS A REFERENCE. 2.A.C. POWER BRANCH CIRCUITS SHALL BE CONTINUOUS (UN —SPLICED) FROM PANEL 'LP—CR' TO DUPLEX RECEPTACLES. (SEE DRAWINGS E4.3 AND E4.4 FOR ADDITIONAL INFORMATION.) DIMENSION REFERENCE POINT 200W OUTLET, DROP—OFF RECEPTACLE FLUSH WINDOW MOUNTED ABOVE WORK COUNTER 11__O ts i� �- _ l__ _ , I I ONE (1) 15A.12OV.10. CIRCUIT FROM PANEL 'LP—CR' FOR EACH PHARMACY TERMINAL 1 E4.3 RX COMMUNICATIONS CABINET - ELE\!,!, I -ION (NOT TO SCALE) NOTE 1. HEXAGON SYMBOL WITH NUMBER DESIGNATION CEILING CORRESPONDS TO KEY NOTE REFERENCED ON DRAWING E1,2. 2'-6" 5'-6" CONDUIT STUB — UPS FOR LOW VOLTAGE CABLES. SIDE VIEW VERTICAL CABL WITH TECH EQ1 m mm TWO (2) 15A.120V.1 0 CIRCUITS FOR 71)RECEPTACLES RX COMMUNICATIONS CABINET FROM PANEL 'LP—CR', ONE (1) 15A.12OV.10 CIRCUIT FOR 17 SATELLITE DIGITAL INTERFACE UNIT (DIU) 4'-0" CIRCUIT FROM PANEL 'LP—CR'. 2,_4„ 12" X 18" J—BOX FOR CONDUIT STUB —UP I I I !! ! I I! ! I COORDINATION, FRONT VIEW TECH EQUIPMENT CABINET - ELEVATION (NOT TO SCALE) ON SYMBOL WITH NUMBER DESIGNATION 'SPONDS TO KEY NOTE REFERENCED AWING E1.2. ONE (1) 15A.12OV.10 CIRCUIT FROM PANEL 'LP—CR' FOR COVERT CCTV SYSTEM. SEE DRAWING E1.4 FOR ADDITIONAL INFORMATION. TECH EQUIPMENT CABINET ONE (1) 15A.12OV.10 CIRCUIT FROM PANEL 'LP—CR' FOR TECH EQUIPMENT RECEPTACLES. 4 5 3, FOR ADDITIONAL INFORMATION ON POWER AND LOW VOLTAGE CABLING Cuhaci & Peterson, Architects WORK ASSOCIATED WITH ELECTRONIC, COMPUTER, AND SATELLITE SYSTEMS REFER TO DRAWINGS E4.2 THRU E4.4. 4, SEE ELECTRICAL PLAN (E1.2) AND SYSTEMS PLANS (E1.3 THRU[1%) E1.6) FOR LOCATION OF STUB —UPS, RECEPTACLES, OUTLETS AND SYSTEMS WIRING. TELEPHONE FL Corporate Certificate #AA C000526 5. HEIGHT DIMENSIONS ARE SUITABLE FOR PHARMACIES WITH OR WITHOUT RAISED FLOOR, AND IS REFERENCED FROM SALES AREA 1220 Alden Road FINISHED FLOOR. Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TELEPHONE OUTLET CONVEYOR SWITCH (TYPICAL) (TYPICAL) CONSULTATION WINDOW TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXISTG BLDG LIQUOR 24 HOUR STORE 711111 REMODEL F1 1 HR PHOTO OTHER ■0 �L71■.■■I r■. • • • • • -, OUT ET •- �D• AUDIO(CABLE TO PHARMACY FRONT COUNTER ELEVATION SCALE: 1 /4" = V-0" NOTE THIS LAYOUT IS FOR REFERENCE ONLY. VERIFY FINAL LOCATIONS AND HEIGHTS WITH WALGREENS PROJECT REPRESENTATIVE PRIOR TO ROUGH -IN. le 12" SPARE TELEPHONE 1N OO 00 60 �I ETHERNET TYPICAL CASH REGISTER CIRCUIT STUB -UP DETAIL 12" F__ TL _ _ -----� 1� TL SPARE 0 i po �\ TELEPHONE �I oo 0 f ETHERNET I—_—_ ------ TYPICAL PHOTO REGISTER CIRCUIT STUB -UP DETAIL GFCI 21 j SATELLITE ! J ANTENNA ! LOCATION \� LP3-26 MAST / ELECTRICAL PARTIAL ROOF PLAN CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS TS 3702 AZEELE ST. C(813) 876-1915 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT. #7340 2 REVISIONS E4.3 NO. DATE BY DESCRIPTION t 7/5/02 BW WALGREENS REVIEW CERTIFICATION AND SEAL 6 8 E4.3 E4.3 I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY ' HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE ELECTRICAL DETAILS G O CAD PLOT: SCALE: AS SHOWN DRAWN BY: DS/BW DRA%'VIN N E4m3 V OF - DWGS. VOID PLOT: RELEASED TO CONSTRUCTION: DATE: 5/24/2002 SUPERSEDES PLAN DATED: 7 E4.3 SCANNING CASH REGISTER STAND 77" GENERAL PURPOSE ACCESS OUTLET, 1900 BOX WITH PANEL 12 COVER, (TYPICAL) A I �y I 0 N �- N SCANNING GQ SPARE 1" COMMUNICATIONS BAG BED I CONDUIT. WELL I TELEPHONE CONDUIT WITH BUSHING ETHERNET CABLE (1" CONDUIT,MIN,) SEE NOTE 2, BELOW. �-FLEXIBLE CONDUIT TO RECEPTACLE LOCATION FOR TELEPHONE, A.C, CASH CASH REGISTER OUTLET, TWO (2) POWER, STUB -UPS. REGISTER DUPLEX, TWIST -LOCK RECEPTACLES. GENERAL PURPOSE DUPLEX RECEPTACLE NOTES: l 1. A.C. POWER BRANCH CIRCUITS SHALL BE CONTINUOUS (UN -SPLICED) FROM PANEL LP-CR TO DUPLEX RECEPTACLE. 2. ETHERNET (CAT,5) CABLES FROM RX COMMUNICATIONS CABINET, SEE DRAWING E1.3 FOR FURTHER INFORMATION. 3. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR EXACT LOCATION OF STUB -UPS. 4. SEE DETAIL 6/E4.4 FOR TYPE AND CONFIGURATION OF STUB -UPS, 0 STANDARD CASH REGISTER STAND ELEVATION NOTES: 1. A.C. POWER BRANCH CIRCUITS SHALL BE CONTINUOUS (UN -SPLICED) FROM PANEL 'LP-CR' TO DUPLEX RECEPTACLE. 2. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR Ely LOCATION OF STUB -UPS. ETHERNET (CAT.5) JUMPER CABLE CASH REGISTER 6 CABLE OPENING TELEPHONE CABLE PROTECTION BUSHING WITH PLASTIC INSERT (TYPICAL). FLEXIBLE CONDUIT - SEE NOTE #1. DUPLEXL PURPOSE RECEPTACLE, CASH REGISTER OUTLET. MOUNT TO ACCESS PANEL FLOOR (BELOW ACCESS PANEL). FLEXIBLE CONDUIT FROM GENERAL FLOOR PURPOSE OUTLET FOR RECEPTACLE, LIGHTING FIXTURE, ETC. ;:: ELECTRICAL JUNCTION BOX (TYPICAL CONDUIT(S) (1" MINIMUM). ETHERNET CABLE SEE DETAIL 6/E4.4 FOR TYPE AND CONFIGURATION OF STUB -UPS. 4 E4.4 IN -LINE SCANNING CASH REGISTER STAND ELEVATION 54" NOTES: 1. A.C. POWER BRANCH CIRCUITS SHALL BE 12 1/4" 18 3/4" 20" CONTINUOUS (UN -SPLICED) FROM PANEL 'LP-CR' TO DUPLEX RECEPTACLE. SCANNING UNIT CASH 2. SEE ELECTRICAL PLAN, DRAWING E1.2, FOR LOCATION VENT REGISTER OF STUB -UPS. OPENINGS = .41 CORD OPENING B 15" BAG WELL ETHERNET Rol (CAT.5) JUMPER---, ACCESS CASH REGISTER CORD TO TELEPHONE PANEL AND PLUG. FLEXIBLE CONDUIT I. SEE NOTE #1 CORD AND PLUG GENERAL PURPOSE CASH REGISTER OUTLET. MOUNT TO DUPLEX PGENERAL URPOSE FLOOR (BELOW ACCESS PANEL), RECEPTAFLEXIBLECONDUITFOR RECEPTACLE. RECEPTACLE, LIGHTING FIXTURE, ETC. L CR OUTLET BOX ACCESS PANEL FLOOR ELECTRICAL JUNCTION BOX (TYPICAL) ELECTRICAL JUNCTION SEE DETAIL 6/E4.4 FOR TYPE AND BOX AT FLOOR (T'(s=ICAL). VIEW A -A CONFIGURATION OF STUB -UPS, PROTECTION BUSHING WITH ETHERNET CABLE CONDUIT(S) PLASTIC INSERT (TYPICAL). 5 1 (1" MINIMUM). E4.4 E4.4 - CONDUIT STUB -UP CONFIGURATION EQUIPMENT CONNECTION STUB -UP ELEVATION ELECTRONIC ARTICLE SURVEILLANCE (EAS) SYSTEM FOR CASH REGISTER STAND 1/2" CONDUIT WITH ONE (1) IC SPARE 1" COMMUNICATIONS NOTES 15A,120V.10 LUCK -ON CIRCUIT 12" CONDUIT. CABLE 'HOMERUN' TO PANEL 'LP-3'. _ - 1, THE STORE LAYOUT SHOWN IS FOR REFERENCE ONLY. VERIFY (BY ELECTRICAL CONTRACTOR). O� TELEPHONE CONDUIT, (PROVIDE ACTUAL STORE CONFIGURATION WITH FIXTURE PLAN. PROTECTION BUSHING WITH PLASTIC CONNECTION WITH TWO (2) JUNCTION BOX WITH SIMPLEX O INSERT) BUSHING INSULATED 2, EAS SYSTEM EQUIPMENT AND INTERCONNECTING CABLES RECEPTACLE MOUNTED ON EACH, FURNISHED AND INSTALLED BY SYSTEM VENDOR, ABOVE CEILING. SHOW CASE LIGHTING OR INTERCONNECTING CABLES FINAL CONNECTION BY SYSTEM CONVENIENCE OUTLET CONDUIT VENDOR. (WHERE APPLICABLE) 3. VERIFY ACTUAL DOOR/STOREFRONT LOCATION WITH SUPPL SUPPL \ 0 ® / 1900 BOX WITH COVER, CON EMT UNLESS CONSTRUCTION DOCUMENTS AND STOREFRONT SHOP \ / AS REQUIRED CONDUIT, UNLESS DRAWINGS. (TYPICAL). OTHERWISE NOTED. A.C. POWER CONDUIT (FOR CASH CEILING REGISTER CIRCUIT) STUB -UP TO CEILING EXIT ETHERNET SYSTEM CONDUITS (1" MINIMUM), (PROVIDE STANDARD JUNCTION SOFFIT PROTECTION BUSHINGS WITH PLASTIC INSERTS) BOX - SIZE AS NOTED �$ ON DETAILS NOTES; 0 WINDOW 1. THIS IS A GENERIC DETAIL OF THE CONDUIT STUB -UP SYSTEM. 0 o VERIFY TYPE OF CASH REGISTER STAND, SEE DETAILS 1/E4.4, 4/E4.4 &/OR 5/E4.4 FOR LOCATION OF STUB -UP IN RELATION TO THE TYPE OF CASH REGISTER STAND INVOLVED, 0 2. FOR EXACT LOCATION OF ELECTRICAL OUTLETS ASSOCIATED WITH 'CHECKPOINT' PEDESTAL CASE WORK (CASH REGISTER LOCATIONS), SEE ELECTRICAL PLAN HEIGHT MAY FLOOR E1,2, VARY SENSOR UNIT. (TYP. OF 4) FLOOR 1/2" CONDUIT CONCEALED IN WALL, 4" MINIMUM CONCRETE. STUB -UP TO ABOVE CEILING WITH JUNCTION BOX FOR LOW VOLTAGE CABLE, CORE DRILL TO 3" 3" END CAP. PVC CONDUIT, 3" PVC CONDUIT WITH MULTIPLE PULL (TYP) STRINGS. PROVIDE REDUCER BUSHINGS AS SECTION A -A REQUIRED TO REDUCE 3" PVC CONDUIT TO SCALE:1 /4" = 1'-0" 1/2" CONDUIT RISER, SEE SHOP DRAWINGS FOR 2 1/2" DIA. X 30" H. STAINLESS EXACT DIMENSION. ACTUAL DOOR STEEL GUIDE POST FURNISHED BY OPENING WALGREENS. (TYP. OF 4) CORE INT❑ 3' PVC C❑NDUIT, <TYP) 36" 36" LP3-3 00 ° . $ ° EQ1 /2' N Ej Li \ INSIDE FACE OF 20" 20" L2�0" 2 0 ' YPVC \ OPERATIVE CONDUIT. DOOR TO CONDUIT, A DOOR OPENING DOOR OPENING I '9 L------------------------------------ SHELVING PLAN VIEW 2 SCALE: 1/4" = V-0" F E4.4 6 E4.4 7 GONDOLA AND SPECIALTY SHELVING PLUGMOLD AND RECEPTACLE DETAIL DRIVE ALARM SENSOR SECTION RECEPTACLE RECESS MOUNTED AT TOP OF FIXTURE CAP (FACING UP). 2" PVC CONDUIT WITH REMOVABLE THREADED PLUG (FOR SENSOR ACCESS) TO HOUSE DRIVE ALARM SENSOR, CONCRETE ISLAND PLUGMOLD FLEXIBLE CONDUIT DRIVE ALERT SENSOR FROM OUTLET BOX `s REMOVABLE TO RECEPTACLE THREADED OR PLUGMOLD, PLUG. ° ° D O I FLOOR 0'-6" D ° SPECIALTY ° • , • ° ° D ° SHELVING GONDOLA NOTES: 2'-6" 1. ALL PLUGMOLDS TO BE WIREMOLD CO. CAT. # 20GB306 (3'-0" LONG) 20GB512 5'-0" LONG)) (OR PLUGTRAK EQUAL 1" PVC CONDUIT AND CABLE UNDER PROVIDE 50OW FOR EACH 5'-0" LENGTH PAVING TO DRIVE ALERT CONTROL OR SEE ELECTRICAL PLAN E1,2. UNIT (AT DRIVE-THRU WINDOW) PLUGMOLDS FURNISHED AND INSTALLED BY CONTRACTOR, INSIDE BUILDING. 2.FLOOR OUTLETS FURNISHED AND INSTALLED BY CONTRACTOR. NOTE: FOR SINGLE DRIVE-THRU, FURNISH AND INSTALL SENSOR IN 3. RECEPTACLES FURNISHED AND INSTALLED BY CONTRACTOR. 1 F::7 E4.4 AWNING SPACE. 16 E4.4 TIME/ATTENDANCE RECEPTACLE MANUFACTURER: HUBBELL ELECTRONIC TIME CLOCK CATALOG NUMBER: HBL52611 (ELECTRONIC TIME CLOCK) e 0 SERVICES: (KRONOS) ELECTRONIC TIME CLOCK BRANCH CIRCUIT: ONE (1) 15 AMP SINGLE POLE CIRCUIT BREAKER 0 e SERVICE FROM: LP-CR PANEL (LOCATED OUTSIDE OF LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT OFFICE) 1 g 9 NUMBER" USING P-TOUCH LABELING MACHINE. E4,4 PHARMACY TERMINAL RECEPTACLES MANUFACTURER: HUBBELL PASS & SEYMOUR LEVITON CATALOG NUMBER: HBL52521 5262A1 5262A1 SERVICES: A-1 PC BASE A-2 MONITOR A-3 FUTURE A-4 FUTURE BRANCH CIRCUIT: ONE (1) 15 AMP SINGLE POLE CIRCUIT BREAKER SERVICE FROM: LP-CR PANEL LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT NUMBER" USING P-TOUCH LABELING MACHINE. CASH REGISTER RECEPTACLES MANUFACTURER: HUBBELL CATALOG NUMBER: HBL47001 (TWIST -LOCK RECEPTACLE) FUTURE SERVICES: CASH REBATE REGISTER SYSTEM SCANNER BRANCH CIRCUIT: ONE (1) 15 AMP SINGLE POLE CIRCUIT BREAKER PER CASH REGISTER FUTURE POSITION SERVICE FROM: LP-CR PANEL NOTE: PHOTO AREA CASH REGISTERS TO HAVE THREE (3) DUPLEX RECEPTACLES. LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT NUMBER" USING P-TOUCH LABELING MACHINE. (PROVIDE 2-GANG BOX WITH COVER) O 10 E4.4 CASH REGISTER SCANNER OFFICE SYSTEM EQUIPMI=NT RECEPTACLES MANUFACTURER: HUBBELL PASS & SEYMOUR LEVITON CATALOG NUMBER: HBL52521 52621 52621 O SERVICES: CIRCUIT A CIRCUIT B CIRCUIT C (A-1) AS400 MONITOR (A-2) FUTURE-�, (A-3) MISCELLANEOUS (A-4) MISCELLANEOUS (B-1) ACCESS (B-2) OFFICE MONITOR (B-3) LASER PRINTER (B-4) MISCELLANEOUS (C-1) MONITOR (C-2) STORE CONTROLLER (C-3) MISCELLANEOUS (C-4) MISCELLANEOUS BRANCH CIRCUIT: THREE (3) 15 AMP SINGLE POLE CIRCUIT BREAKERS (B-1) (B-3) �0 �0 00 00 (B-2) (B-4) 11 E4]�j SERVICE FROM: LP-CR PANEL LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT 12 NUMBER" USING P-TOUCH LABELING MACHINE. E4.4 TVSS RECEPTACLES MANUFACTURER: PASS & SEYMOUR (NO SUBSTITUTIONS) SATELLITE ANTENNA SATELLITE CATALOG NUMBER: 8200-ISP (DUPLEX TVSS RECEPTACLE) DIU/0 AND CCTV RECEIVER/ SERVICES: SATELLITE ANTENNA - DIU/0 (DOUBLE DUPLEX RECEPTACLE) 0 O O SATELLITE ANTENNA RECEIVER/DESCRAMBLER (DUPLEX RECEPTACLE) ° Elm ° CCTV EQUIPMENT (DOUBLE O C 0 0 0 0 DUPLEX RECEPTACLE) 0 a BRANCH CIRCUIT: ONE (1) 15 AMP SINGLE POLE CIRCUIT BREAKER, (LOCATED IN RX COMMUNICATION SERVICE FROM: LP-CR PANEL CABINET AND TECH CABINET) (LOCATED IN TRAINING ROOM) LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT 17 49 18 13 NUMBER" USING P-TOUCH LABELING MACHINE. E4.4 BURGLAR ALARM/FIRE ALARM/TELEPHONE/SOUND SYSTEM RECEPTACLES MANUFACTURER: HUBBELL PASS & SEYMOUR LEVITON CATALOG NUMBER: HBL52521 5262A1 5262A1 SERVICES: TELEPHONE TERMINAL BOARD BURGLAR ALARM CONTROL PANEL FIRE ALARM CONTROL PANEL SOUND SYSTEM BRANCH CIRCUIT: ONE (1) 15 AMP SINGLE POLE CIRCUIT BREAKER SERVICE FROM: LP-CR PANEL (LOCATED AT TELEPHONE TERMINAL BOARD) LABEL FACEPLATE INDICATING "PANEL LP-CR" AND "CIRCUIT NUMBER" USING P-TOUCH LABELING MACHINE. NOTES 1 - O SYMBOL WITH NUMBER DESIGNATION CORRESPONDS TO POWER KEYED NOTES REFERENCED ON DRAWING E1.2. (PROVIDE 4-GANG BOX WITH COVER) L FACILITIES PLANNING AND DESIGN 200 WILMOT ROAD DEERFIELD, IL 847-940-2500 60015-4616 &OpkCuhaci eterson, Architects L Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXISTG BLDG LIQUOR 24 HOUR STORE REMODEL d 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTING ENGINEERS 3702 AZEELE ST. (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 J LIC. #49521 02-74 CERT. #7340 REVISIONS NO. DATE BY I DESCRIPTION CERTIFICATION AND SEAL I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA 4v AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE ELECTRICAL DETAILS CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: DS/BW E4m4 RELEASED TO DATE: 5/24/2002 CONSTRUCTION: SUPERSEDES PLAN DATED: _ OF i7WGS. i CFC-2 O CFC-2 30 M o x xMo N DO NOT USE I 4 I- TM2-3 4 X 4 XO TERMINAL X TM1-4 TM2-4 `4 1 2 N 1 N N I C J TM1-N TM2-N j 1 1 M M h I z1 I ZI g i F cn I, I N N N .- N I I I I I I I N I I I I N N N M M O_� o a o 0 IL B �' B C) u 0 C) U U U U U U U U Q U Q I` MdI dI I L�I LNi LNi MLi.. MLi z `II I I N I I 1 1 M M N I nm I I m I U U U F- M:2 Of U I- U I- CDF U U I - N O. I I M U CaJ U d U = m i O 0 3 a a a n a o Q N CO Lt L2 L3 NNN MMMM I I I I I I I I I I I I L., Q Q PHASE MONITOR PM-35-200-4 O_D_ OL 0_ O_ 0_ Q. 0- 0_ O_ d D_ NMd- NrM't Nto Of CP1-1 CFP-1 0 d UUU �vvU c�UUU U v CP3-1 CP4-1 CP-1 DIP-1 °TCP _ D3P-1� n CP2-1 FP- CP-2 M 1P- or __ - IOf� c� U CP-3 !—� /— r 00 o w U U a CD CP3-2 P4-2 �T 3 - - `� n Z I I 1 a P--�T�I-�T-- aG C) C�tit% C) _ N M i c'I ri i N I N I N I I I I I I I I I o n o a n N N D N a M m D_ M O_ 0- C14a U U U O D U U o U 0 U N M N N M N N M (N M I I I I I I I I I I I l i I I I I I U U U U U N N N N I•Uj M trUj NU7 <} U U U U U U U U U U It TS= U N - MMU N 1111 Id' I71 _ _ TN N 771111 1 rr_ U 0 U N N U UUU1`0 U`UU " _ _ U U U UU _ _ _0 UU U U w � I a U U U 01101 In I N v v ct x x M MI I I I N N U i l l I NI U 0 0I M0 UuU I #10 AWG— #10 AWG #10 AWG 10 AWG #10 Awc __ Z _ N IIII ZI IjI IIII IIIIII IIIIIII IIIII IIIIIII IIIIII II N I:E Cc CC M � N II ,cc tL tI LL Lfa_ VU!= cc �=I-� UU I- � NEUTRAL F F F F F F YELLOW N34XHHORANG 1 23456 N34XHH RED 123456 N34HH BLUE 123456 OR GREEN 123456 W G — 4A �j YELLOW ORANGE A RED m r1itn n n WIRING DIAGRAM In f ? DATE PRINTED: 07/12/99 COMP. COMP. COMP, COMP. FREEZER 1 FREEZER 2 W.I.Ln COOLER OARL COOLER OEM PM-35 PHASE MONITOR FAN #1 FAN #2 FAN #3 CC. HTR. -4 CC. HTR. CC. HTR. CC. HTR. LEFT END CENTER RIGHT END OARL-1 2T (OPEN AIR REAR LOAD) IIIIII- ----------------- - - - - -- ` IIIIIII------------------------ f� IIIII ___________________ _ — — — — — — — — — — — — — — — — — — — — — - - - - IIL ------------------------ III. IB TO 115/60/10 POWER �W I� ( PANEL "LP-3" CIRCUIT NO. 14 5,6 AMPS — OPEN FRONT FANS (TOP) TO 115/60/10 POWER USE COPPER CONDUCTORS ONLY PANEL 'LP-1" CIRCUIT NO. 16 7.8 AMPS — LIGHTS (FLUORESCENT) OARL-8T (OPEN AIR REAR LOAD) FIELD WIRING B OARL-8B Z� J—BOX III III III j OARL-12B I�B= J—BOX — — — FIELD WIR;":G 4 ►a TO 115(6(/ POWER PANEL LP -3' CIRCUIT NO. 16 6.0 AMPS - OPEN FRONT FANS (BOTTOM) DRAIN LINE HEATER (FOR FREEZER CONDENSATE DRAIN) — — — FIELD WIRING I I TO 115/60/10 POWER PANEL "LP-3" CIRCUIT NO. 18 ANTHONY PRODUCT DOOR HEATERS — — — FIELD WIRING I I TO 115/60/10 POWER PANEL "LP-3" CIRCUIT NO. 10 WG-4 1 LOW TEMP. SYSTEM # 1 3 H,P. WITH ONE (1) EVAP. COIL (TWO SYSTEMS USED IN CONJUNCTION) (WITH 4, 5 OR 6 GLASS DOOR FREEZER) TO YELLOW SECTION ON WG-4 TERMINAL STRIP (WG4A WIRING DIAGRAM TO THE LEFT) N 3 4 X FIELD WIRING I I I USIE #10 AWG. MIN. USE SAME AWG SIZE AS CONDUCTORS POWER SUPPLY CONDUCTORS II � I II it I I II I I I I E - - - --- I II LL EVAP. FAN SWITCH, —---------Ir------ � (AS REQUIRED PER ----------�---1-1--J I I I I TEMP. ------I +--- t— I-- — — — —— I —1 CONT.--———— — —t"t' F--I IF1_ F_ J I MD.T.F.D. Q I OPTIONAL STOCKING TIMER �NWR H21H O I MECHNIICAL ITIMER I N NC — — — FIELD WIRING H.L.=HEATER LIMIT F.M.=FAN MOTORS 0-15 MINUTE TIMER D.T.F,D.-DEFROST TERMINATION FAN DELAY I RFlELD MOUNTED ON COOLER SIDE OF PARTITION OR EIK FLUSH MOUNTED ON COOLER SIDE OF — FREEZER DOOR FRAMEHTRS. EVAP. REV. 09/28/98 REV, 08/04/99 WG4LTS1 WG-4 2 LOW TEMP. SYSTEM #2 3 H.P. WITH ONE (1) EVAP. COIL (TWO SYSTEMS USED IN CONJUNCTION) (WITH 4, 5 OR 6 GLASS DOOR FREEZER) TO ORANGE SECTION ON WG-4 TERMINAL STRIP (WG4A WIRING DIAGRAM TO THE LEFT) N 3 4 X -- -- H H FIELD WIRING I SAME AWG SIZE AS I USE 110 AWG. WG. MIN. POWER SUPPLY CONDUCTORS CONDUCTI ORS I I I I I I I _ I I I I I F — — — — — - L — — — — — — — — — 1 F EVAP. FAN `-------- I I I LOCAL REQUIRED )ER — — — — — — —)ERI-----------� ---J I--� I I I I +--- i—I -- — — — — J I I QQ QQ I OPTIONAL STOCKING TIMER 1D�BK 21F3 4 H1 H21H OO OO I I— MECHANICAL I TIMER N NC — — — FIELD WIRING H.L.-HEATER LIMIT F.M.-FAN MOTORS 0-15 MINUTE TIMER D.T.F.D.-DEFROST TERMINATION FAN DELAY I FIELD MOUNTED ON COOLER SIDE OF PARTITION OR FLUSH MOUNTED ON ,.,. COOLER SIDE OF —m L FREEZER DOOR FRAME HTRS. EVAP. _ll REV. 09/28/98 REV. 08/04/99 WG4LTS2 03 WG-4 38 MED. TEMP. SYSTEM 5 HP WITH TWO (2) EVAPORATOR COILS (USED IN CONDUCTION WITH 1-8' & 1-12' OPEN AIR CASE) 8/12 (EVAPORATOR COILS LOCATED IN COOLER BEHIND OARL CASES TO RED SECTION USE #14 AWG MIN. POWER SUPPLYCONDUCTORS CONDUCTORS ON W G— 4 TERMINAL STRIP (WG4A WIRING DIAGRAM TO THE LEFT) - -- H H FIELD WIRING ----� — — — FIELD WIRING L--------------------- I I �I� - - - - - - - -`11 `i`- - - - - - - - - - - - (OARL) SOL. - - EVAP. FAN SWITCH, OARL I I (AS REQUIRED PER TEMP. - - - - I LOCAL CODE). CONT.------�Ir - I CONTROLS FOR OPEN OPTIONAL STOCKING TIMER L AIR MERCHANDISER'S - - - Z11-\ nlnl� -I MECHANICAL REFRIGERATION SYSTEM I I - - - - - _ - _ - L - N�Nc TIMER -------`Ir--�r�ir— —`I� — I —�If— 0-15 (WALK-IN) SOL. I I I �ZIl1 r FIELMINUTE TIMER D MOUNTED ON _ _ _ — — — — I COOLER SIDE OF PARTITION OR ROOM CP.OILS IFLUSH MOUNTED I — — — — �` I j` I j� I — — — — — I COOLER ON TEMR DOE OF I cGNT. -� I I I � FREEZER DOOR FRAME _ �Inlnlnl� - - - - - �I1--,,I �--`I r -- -I CONTROLS FOR t WALK-IN ROOM REFRIGERATION SYSTEM I--------- III I I I I II RIB-----�Ir-�Inlr---`Ir -- L L�1 J N 3 X F1 F2 F3 4 H1 H2 H3 J N 3 X F1 F2 F3 4 H1 H2 H3 HT R I I uvw HTRS vHTR SAFETY HFAN rVV� HTRS I_AVnVnV'IFAN MOTORS MOTORS BR BR D T F D R D.T.F.D. BK LLE-1700 BK LLE-1360 PRIMARY COIL SECONDARY COIL COOLER DOOR WIRING FREEZER ------------- DOOR WIRING —1 — — — r ---------I I I - k---------------- I I �c I B Iw CE IG IB IW I I I I PORTRELIEF HEATER W LIGHT FIXTURE I W I IF_ _ = B I I III G — — _ I G I I I I J. BOX SAFE J. BOX I III 4.5 AMPS LIGHT 6.0 AMPS GI BI W 115/60/10 115/60/10 III TO 115/60/14 - FREEZER RTEMPERATURE POWER ALARM PANEL "LP3" CIRCUIT NO.12 GR MAN DOOR HEATERS j I B B I I I DOOR I FRAME FRAME II HEATER W I HEATERI I I I = ROUTE PROVIDED SENSOR O TO FREEZER COMPARTMENT I ` — m I BR 0 BR BR BR I REV. 09/28/98 I REV. 08/04/99 WG4MTS ----------------1 — — — — — — — — — — — — W R I LIGHT FIXTURE I I II _ II SAFE I LIGHT TO AUXILLARY LIGHTS R TWO 100 WATT (MAXIMUM) (FREEZER) GR BL jl = Ij II II II II IN II II II II II II L�DOOR HEATERJJ SPARE DOOR HEATER 0 — — — FIELD WIRING En HEATER PILOT LIGHT I HEATER PILOT LIGHT SAFETY SWITCH SAFETY SWITCH Cuhaci & Peterson, Architects FL Corporate Certificate #AA C000526 1220 Alden Road Orlando, FL 32803-2546 http://www.c-p.com Phone (407) 228-4220 Fax (407) 228-4219 PROJECT DATA TYPE GENERAL SALES FOOD MART NEW LOCATION PHARMACY SECURITY EXIST'G BLDG LIQUOR 24 HOUR STORE REMODEL 1 HR PHOTO OTHER CHEHAYEB & ASSOCIATES, INC. CONSULTINGT ENGINEERS 3702 AZEELEST 3702 AZEELE D CTS (813) 876-1415 TAMPA, FL 33609 (fax) 876-0913 LIC. #49521 02-74 CERT, #7340 REVISIONS NO, DATE BY DESCRIPTION CERTIFICATION AND SEAL I I HEREBY CERTIFY THAT THIS PLAN AND SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED ARCHITECT OR ENGINEER UNDER THE LAWS OF THE STATE OF FLORIDA AS SIGNIFIED BY MY HAND AND SEAL. STORE NUMBER 06970 PROJECT NUMBER 201157 PROJECT NAME (S.E.C.) Orlando 17-92 & Lake Mary Sanford, Florida Relocation of store #02294, 3822 S. Orlando Dr. DRAWING TITLE COOLER / FREEZER WIRING DIAGRAMS CAD PLOT: SCALE: AS SHOWN DRAWING NO. VOID PLOT: DRAWN BY: ' ,Lr . '.:.:.. DS/BW RELEASEDATO CONSTRUCTION: DATE: 5/24/2002 DX DES PLAN OF DWGS. 3803 Orlando Dr Walq-reens 11 I