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501 W 9 St 99-1146 Plans Bellsouth ATX
3. All .telephone equipment and other electrical services inside the building are protected by the rules and .regulations according to NIBS, ' 4 .. „�� • his ` ro' c e t ro'id .. p, � p v ,es areasforindividual equipment, which this ,companyis leasing from BELLSOUTH Inc. 5..: This small equipment closet is .unmanned and contains telephone equipment which is identical in operations ` and configuration to the existing telephone equipment inside the BELLSOUTH building. 9 6. Building' alarms -sec g I unity alarm,. --fire and smoke alarms- are monitored hours 4 h 2 o s by a local and remote _moniborinq station. Y, ....:; . _ 7. The _ - building ul din contain advanced. it 9: s . e f e detection systems. The FCC in conjunction with :Bell ' Labs have found . , h t 'fire_ t a e suppression systems do not adequately function inside tele h ne _ 9 Y , p o equipment buildings. ,Because of 9 _ , the: d an e ' t t equipment, lent n . •..: to . he` u' g . " , m and the loss of telephone s , 9 P ne service, no fire suppression system p pp m is provided. , Please refer to' :,the, BellCore automatic fire su ressi PP on system special ,reportSR-3882 dated Ma 1996, ,- �-:Also, see the Special .Enter enc' - Operation la a P 9 Y P Plan s prepared b BELLSOUTH which is P P -Y located ►n the entrance t once .lobb '-,adjacent, to the fire alarm' annunciator e Y.. 1 panel for specific directions for the fire su' ression and :i afe t fesy. 8. AI1, iridiviOu-als_who work inside ' de the telephone switching facility have been. provided W - P � special training regarding P.. 9 9 9 . life safety" issue's,ql t _ 7777 �Sanf:ord Ma C 501 St ' . x S , :Fior�da ABBREVIATIONS KEY PLAN i r 4 " AC AIR CONDITIONING EX. EXIST. / EXISTING ACT ACOUSTICAL CEILING TILE ; F.D. FL00 D R. RAIN I OUNCE A.F.F. ABOVE FINISHED FLOOR F.E.C. FIRE. EXTINGUISHER CABINET, i PLATE n ALT. ALTERNATE' F.H.C. FIRE. HOSE CABINET PLYWD. PR, PLYWOOD'. PAIR ALUM. ALUMINUM FIN. FINISH ... . " ANC. ANCHOR FIN. FLR. FINISH FLOOR L P.S.I.POUNDS PER SQUARE. INCH,' f, L ANGLE FLR. FLOOR P.S.F. P. .F PO U S- S ND _,PER ..QUAKE FOOT ARCH. ARCHITECTURAL s. P.T., PRESSURE TREATED' 0 AT GA, GAUGE `` PVC POLY —VINYL —CHLORIDE BD. BOA BOARD GALV. GALVANIZED RAD. RADIUS , :. ,. >, BLDG, BUILDING GEN GENERAL ' , R,A,G. .. RETURN AIR GRILLE ,'� •, ,�,:: , ` ` •>' B K L , BLOCK : GYP.. . -GYPSUMFL RAF'ACCESS RAISED:0 ORING.. , ,•�r, BM. BOT. BEA M BOTTOM GWB. GYPSUM WALLBOARD , R.D RECEP. ROOF DRAIN r RECEPTACLE, BUR BUILT—UP R ROOF H.C. H K. HANDICAPPED HOOK REINF. , REINFORCED REINFO / RCLNG a TE T;S 9. " CER. CERAMIC N.M. HOLLOW METAL REF. REQ�D. REFER TO A. , .:" C.H, , .CABLE SLEEVE � � HORZ. HORIZONTAL RM. REQUIRED : _ :'; • oRAwfi, BY 4 C.� CONTROL JOINT CENTER LINE HR. HT. HOUR - HEIGHT , R /W ROOM RIGHT OF WAY ;.' ' ; - " . . , ..: • , cHEc E BY K p CLG. CLR. • CEILING CLEAR ` - ID � INSIDE DE DIAMETER SCHE D. SE T. C SCHEDULE+.1 SECTION - _ •r APPeo CMU CONCRETE MASONRY; UNIT - , (NSUL. INT. INSULATION - INTERIOR -'SIMILAR,' SQUARE FOOT.- :> : 0 Yt Y !3 ;..,; CPT. COL. ARP C JT. JOINT KEYJ01 NT SIM.. S.P. _0 SPLIC P E DINT ,• . -, ,., .- _. ,.. .. , N TFOR .CONST U T 0 R C,l N ., GONG. .- CONSQUARE CONCRETE ,.K. LA. LAYER SS. .. _ _. :FOOT _ RELEASED R U R CTIgN CONST CONSTRUCTION 10 M. LAMINATED sT A NLESS rST E ,FO , .GONST , ,,> ,, , _ _ ...., _. C.T. .. CONTINUOUS C CERAMIC TILE L.F.. LINEAL FOOT L 00 STL. ANDARD ,, - , -:. STANDARD STEE L,'.. , .. _ ,-, -. _ , n , _ _ _ , ._' , .:... .,.,�� _ECOR R WING . , Y ;...,,... MANUFAC U T RER ST RAGE R D.F. CENTER DRINKING FOUNTAIN A R MAX,AX MATERIAL -'MAX. IMUM .. STRUCIU LT DRAWING_ , QIA. s� DIAMET SUS - , , US ENDED. SUSPENDED, , , . „ . ... . _ .._r,r=. ,pN N C , : Mr_. H MECHANICAL - _-TEMPORARY MANHOLE TEMP ,. .. , ... , . .. .... - ._ _...,_ . . , _ . .... � . f D .. DOWNSPOUT . MILLI METER ; _ THICK __ _.. .{... .. ...».. .... A _ .. , ... 7 .., 9264_ QO.dW D. EA DETAIL - MIN. _ MI MU , HICKN, T.O. THICKNESS T . ..,., ._,. ....,.,.._.kt..r �,..�: EIFS EACH- EXT I ER OR INSULATION FINISH 'SYSTEM N STEM _ -, M.O _'. MASONRY OPENING T O.S.' .. .. - .: TOPS OF ,S E T EL : .:. . .,... .. _ . _.,1.. .... .. , ... ,". _ .. .. � .... . } 9RAwiNc � , s TlE _ . a , t• - E J E.J. EXPANSION N N JOINT •< M H MILES . PER H U G _ ,.-_.", , .... UNLESS L N T E C. L E ELEV. L E ECTR IC L E ECTRI CA ELEVATION ON , ,. ,, _ META _ OTHERWISE E WISE ,:- ft L COMPOSITION, ,. t. E:P. _ ELECTRICAI PANFI ,. .. . N.I.C.N , 'tin► O T.IN CONTRACT < _ r.inui,,in, .. r . fj AEIM . - �.> . .- .._ .., .., - :: . .. . ,. . . . . . '(� :: - �) e Sc h edu _O O. r :, D P - . _ . . • _ . . -, , . r , . . ,. ,-, . , . DOOR . y, _ _ ... , DOOR _ � IZE _ . 1 F NISEI HAND ,, TYPE MATE R. LABEL O K � C GL OSER S TO P P LA I. T ES :,... ,._. NO... , DTH HEIG H T H ICK . _ ., . r - :_ , _ , _. - E 0. 201E � 7 .. � - :. , 1 to remain._ Ex stlr�g __ , :. Existing : to remain : ; . : ,. '- : _ , . 1st Ex I ng _ : Existin 9 Venfy . Venfy .< _ 208E 20 9E .. .. Exi tin , to remain s 9 PAIN T . , is in to remain Ex t . 9 , .. is n Ex tw 9 ,. , 2 l 0E: — 218E' ' '221 .._ E xtstln _ to remain . Existln to remain __ PAINT Exlstfn to remain Existing to remain Existing Vey Ve rif Y . 219E — E 9 — 24R 222R ' 2. To be removed To be removed . ,. - . u 225N 3 —4 7 —0 Touch Up : II LHR A W.W.M. H . r• 11 S - , 11 36 .. ,:LaOor. Schedule Remarks - I I . _ -1 .— Existing door and frame to be pointed. Match existing. II Existing 'lockset to remain. . . 2 — Standard door ' and transom as. provided by • ,-Wire Crafters 'I. STORAG4. 3 " - Remove existing door, frame and hardware. 214 . 4o — Door 208E . ' Verify closer is working properly. Provide and install new closer if necessary. , Verify door stop is existing. Provide and install wall stop if necessary. 4b —.. Door 221E ' Verify closer is working properly. Provide and install new closer if necessary. . Verify door stop is existing. Provide and install wall stop if rnecessary. j$E LOcets Door Tees A— Storeroom Lock— BEST 93K7D14D x 626 B- Passage Lock— BEST 93K7N14D x 626 C— Privacy Lock— BEST 93K7L14D x 626 D—.-Entrance Lock— BEST 93K7AB14D x 626 • E- Single Dummy Trim— BEST 93K01 DT14D x 626 , . E- Exit Lock — Best 93K7YD14D X 626 G_> Provide & Install Flush Bolt on Inactive Leaf I I. 37 Hager 281 D Install at Head & Sill I Standard Wire H-- Standard Front (SF-1) Key Lock on the Exterior side. Crafters door and an (SB-4) Lever Handle on the Interior. - Ty_p e A 1 Lock should be supplied w/ a BEST cylinder less core. ,1 c,% . - I .. - - i ___ - = _. - , I I I DEMOLITION NOTES: . . IRemove portions of existing concrete slab as required -for. installation of new floor cable holes. . -Verify exact location of pre—engineered knock outs. Remove floor material carpet), drop ceiling, 2 R ( abandoned conduits, misc. material, electrical and 11 mechanical items as noted under other disciplines.: 0 Remove existing door, frame and hardware. - Remove exisiting wall and connected items. (D Remove and/or re —install, . portions of associated floor and ceiling finishes as required for complete removal. dean. PLAN - NOTES: . 1 1 hr; ' rated . partition UL # U456 5/8" type X gyp. bd. each side of 3-5/8 metal studs @ 16" o.c. Extend from floor to bottom of I tructure. ,Fire stop, all penetrations. Paint to match existing. Re: 11 4/A1.2 2 Provide 30 key cabinet in space.., Cabinet by MMF Industries, purchased ! at office Depot. Provide .Best — slabbed cabinet mortise cylinder #1 E7D4 w/ square plate. Allow for slight modifications in the field. Coordinate location with C.O. Manager. . < >3 Contractor. shall verify that Collocator Suite has existing clean agent fire - extinguishe,r such as Halon and or provide new as shown on 2/A1.0. Contact Lars McCray @ 904-695-4200 with South .Atlantic Fire for new extinguishers if required. 4 'Provide Photopolymer, non —glare signage with gray background and . contrasting lettering and Braille. See 3/A1.2 ; 5 Woven wire partition system is based on Style 840 as manufactured by Wire Crafters, Inc., Louisville, KY, 800\626-1816. Verify in field prior to final ';order that configuration will work as layed out. 6 TEMPORARY DUST PARTITION ' Temporary dust partitions shall be installed and maintained for to and durin construction. 11.1 only after the danger of debris and dust has cease and work has been completed. Remove o y f • •g During construction maintain partition tight at all, perimeter jgints. Partition shall consist of six it anti —static flamer tar ant ofxxeth lene film equal to ,TM 166 AFR manufactured byy Tlv Poly Film, Inc. Ph. 912� 249'- 73 . �, Support with metal studs. Seams of membrane shall be contin.uousl by a hesive equal to 3B as supplied by Air Engineers, Inc. . Ph. (205) 99 1-685 . - - 1.TEMPORARY DUST PARTITION DOOR Where acgess is required through dust partition, rovide a metal door with glass lite and frame. Provide 4 high strip of rubber base at door bot�om as seal; strip. Provide 2x4 to serve as: -a seal at base of door:_ Provide butts . and latch to keep; door. closed and sealed. AIR 'DISTRIBUTION ' SYSTEM PROTECTION - Provide filters at all Locations where registers, grilles and louvers occur in, t he space to be renovated. Suppl registers shall have 1 thick throw away filters with joins sealed if remaining in service duringg construction. Return air grilles in' existing partitions and ceilings ,shall be covered with Filfer Airgard, pleated ,type If 2-400 max. Z" thick. Joints and edges sealed. Return air filters at existing equipment should be. changed a maximum - of once a month as well as monitored daily. . 7 Provide new floor cable -holes as 'indicated on 2/A1;2. ; Verify exact locations of pre—engineered cable hole .knock outs i'ri the, field. Provide all protection around affected areas as described in Plan Note #6 at all :floors. 1.Do not Cut any structural steel in the existing concrete slabs. Fire stop all penetrations. See detail 2/A1.2 g Provide a11 nd install (2) 2'—O" x 1'-0" cable sleeves, in wall as shown. Bottom of cable hole to be 8'-6" and 9'-4" a.f.f. Verify in field. Install cable sleeves' side by side 6" apart unless otherwise noted. center - both - above opeining of as dimensioned. ` Re., 1 /A1.2. Fire stop Gil penetrations. g , Provide and install. handrail at stair. Re: 3A&B/A1'.1 11 . . . ; J F A RKS R MA TER . E D TAI LS JAMB SILL ISH HEAD . PAINT PAINT 1 4a XI S T. PAINT 1, 4b 3 - PAINT 2 1 czf Flnnr Pert C cinstruction Plan J li 1.1lG I / , --- I `-' (__3 Enlarged Handrail Plan A1.0 Scale : 1 1/2" = 1'--O" This drawing and all parts thereto are copyrighted and are the sole property of the architect. This document may not be copied, transcripted, nor paraphrased without the written authorization of the architect. __ ..-... 3 :. ,.._.-:.r ..F ( x�� f., t l t.k. .,CFr. '.' x„t�i a +.`' t�- '�Lti "'. ,�„ Pi :'i� 74k': c 3 .i i'l-4 { k ;Y':'.t i .:j, t - 4, W'J: I � ," - ': , .1 S. . a-_. -.fie r.�S..< Fs :..,.. ..... iF`b ra: may, 'k. .. ik . - .. ... ... tt .. _ .._ 1 S >.. .. ..w ,� , .. v. .,. ,.. es. _1.. -.a.. �. .-,..., ..., �¢ e� ,, ,... i r,<: , 3.. , �� _. _. 3 , t. _ ., ... t r .:.... .. -: .. .. .. e ,., . d . ,,.. :: .. fi. s: ,r i. .. ' ... '.: 4 � L. ...: ..� .. :. a .. z : • 0 E �. ENERAL , N { t: 5 ., , _ _ ,. , c iI s �_ ._ * t ns e n } , arts la I s .. , d rs _ . z _ _.., .. _, ., in construction o 9 _ ,,.,_ , r, _, _ .,_,...,, € ,., ,.. Where exist , 9 P 1. . _ , 9 1, ,y ,rrp t re • oved`' rnod.ified or rea'rran �ed, or ,� . _ etc. are to be m 9. ,, .z;' a s 'i :a r ste s e cal sLQJ m I_e tri >� I`o e r mechanical r osed me , .: _. „ .,' , . , , . ..,., �, re ex Y _ ... h ;; /'Y� s,. a re r . 4t _.. r sh II I F tr c o 4 H . he on t d t C , added or m d P ..� ,. , ad _ _ n a r Cont t W e. M s a e a i Y � SAY y s walls :and , , T., -28 _, stin f finishes of floor , Rhone . ._ , 5Q ..42` -54.. , , , match all exi . 2 d a,3r K ,d. can 9 ,. ... {. ,,.v.. at Address "•: -911 ::, oli .:BIn Dr ,: �) -ceilings.,as required. , . _. . < , ,, ..a,hot� svllle1., K 4Q:, 4 , ,: ;: > , f racto s (. W ere finish is to be cleaned, Cont. -.h p ,. , % m _ rrr 7 -,a_, i red cor suLT PRE. N sE t , t. ,, to ` ch—u . as . re u a ." & u q , P . ':: ,.? :. * ct number and: locat ion y a Contractor shall verify .the *exact _J.iAr, Edward J: Fana�e c o Fete711, A�ah��tro' of floor and wall cable ,holes. needed to mP - �,- r - construction. SVB-CONSULT PRJ.;NO J'16553 k ?h*. s: }. r* 770.�58p 4802 ^ C` 99264 7 I = r a1.1:.. n- - s3 1. ham` I a;.&;nwood F BST' PRJ N0� Atlanta ,G - , i ^ �lV ' DATt CONSULTANT r . t + - � j., CGb{• i>d• , , � Y� 5 11 L� II 11 I . . PAR 5::=0 1 ._ p 4701 Hedgemo�re Drive t ;e {{ !; . Charlotta;' North Carolina 2$2Q9 f ll x, 11 704-�.526 = 624.8` ` i> ': t` {; II 1.;Y e+r` a #' , II 1.; IIr kr II li 5U8—CONSULTANT a iHt ; .: fl J z fA r , , 3 II 4B SrI OAI� �� :I�_ -S,, 11 ti I`NC0RP0RAT�Q,,� .,d�; II 5 A1.1 r lIO 436Q _ ChQM r - nwood n r _ ' Y k: � , tl r 11 Suite 320, At(II .:anta CA 3Q34 - - : _ ,. .,. g . : II Prof. Car ��AA �0002801,���' II N0. DATE,., OES�R1PitON APPRq II i E F5 W- C5 B4 0 O6/18/99 issued ;for Permit , f� it and .Construct[on = } } ' r , ,. z' - .-' 9 6 , N L 8 :t . 4 r s,s5 I s: 4 4 ' i. ;U* ,r £ Sf; `; 1 i - i '; r M, ,. j '��� i.- J_ ", i i; - . ,:: )7 1 A. - - . . _VI�7L,,�, �,jl. �,_- _�� 1.16 I.: ,�,�_,_,, I I� 7! -I . � , ' _ _.,,,r�I , �� 11�- � '- �,'�".. �j: �r`�,�'���_11 HAFT — � .. I � .6'. "'! 6.1 11 . 11 ;_�, ,; " , ,�,;,�;,�` I I .. I I ��, �t � % ��, . �,J�,.64' `� . " �, - �� .F �. . .. r- _,'% :r_ �'� _ ��!`�'jrl . , . . _�' ;T111__' _.��, ,' A�,', ..k 1.o � I - 1 .1. r . -_., ��,:�'.'� _��I � _ , , v��_�, , , - " : . � '' e, : I j, . j I.. �. I ,�:11 14"',11- , . �-,::*".' � :'.`�',:i-i I __ - 6 __ - 7 , . ,,,%- vl — . , " , ", r�_ � .' , ,�_ . ; . I r . . I - - � ,'�-:�!'�'.!jirj,�.;I..'': -:-! " - , _, _ r I I - * -1. 6 . r �. � �,��, ,'., " '__ _ , _'���' �� . I - _ � �,,�� ..6:.."�� �'�r 6 o j t . .. L j, . t , j; ,.16� - , j 1 , �, .. i .� �:�.,`�,�,�,,*��, I)E • 0j . . 6 " I . ., I , " - -, � � 11:1 6� , � " ,�'; /% �6,.-.�, 6 S f a, j , �� , /\/ _ �: - 4• , j y�3 1 — L r 66, . I � , I I.r 61 1 1. 1, ;, , @ , . . j . r ' - 16, t , � ".: : *r": I _� � ., _:���1'1.1 -.4 11�:;'�"",,-�, � �_ j ,� ��, � — , t'• ' 1 fi + WOMEN' i 203 . , J-, v`r u r, "� ; i., f ;' . 2 I r t, f+ rf Z, t t. r " r i. } . - r ,x I r v . ,r ! R ATX — 400 SF '; I ,1Y6 J 217 f ti �! T f, . i PROJECT TITLE •, , .; ,. z , AT&T, 6.Colk.eatf bb . .@ Sanford Main y� . 25 9 5Q.1 W 9th Street X 20 @ Sanford, Fl;o6.rid�a 73Z7T:1 N1 , *, F . rt; .'r r KEY.PLAN ,t i' _' } �. 09E p8I . " r , , . 1, I ,:,,*I .", "." ;"1`1`1'_'i�,' 35 Finish -.Schedule ch edul e "Rem arks F1 Carp . et 01_ ACT � W1— Paint B1— Rubber Base F2— VCT C2— New Paint ed Fiberglass Pn . — fiber ' 62 F Ceiling' 9 C I Panel Board — al P G W2 Met9 YP Trim Tile - , Ceramic F3 — Ma nufacturer c3 ,: 3—� M anuf acturer B Fiberglass Pnl. . 'Ceiling 1. 9 Y Sys. Trim ' F4— Painted Conc. C4— Paint W4— Clean Existing B4— Clean Existing F5— Clean Existing C5— Clean Existing MFMW C B F W C B, Base Finish Legend Calling Wall Floor Finiah for wall or area as indicated. F5 W`IC5 B4 34 23 N 4 O 6//-_ = 24R 4 = — — — — — — = (D �221 UJ � __)o 6231 COMMON AREA 216 O . rf� I I F5 W7 C5 84 O SSIM II STORAGE 4 /—� 4 21E 2q 3 3 h Cebb"�kd�0°r \ \ 1 be OW ---. I (_ I , E) ff f R13F fl2E AW " G6 h t6.dt VY Phone Existing block wall Address Lquisv�ffe�lyKYRl4Qd2�r y CONSULT F.W. No., ma 1-1/2" ad handrail SUB -CONSULT PRI'N9.�15553 .992.64 7 EXISTING COLUMN EXISTING COLUMN 777- A 4JIJU,&4;4� u C 00 BST PR4. lo r-, I r— i 1 171 1 1 1 e% -r I r-, I r— I i�/9,24 --- , - a ..- '• ,. , ate .. , . :, } _ - .3:� `t r .. . • TM' ?' _ • - A ,�114 , ' n .� .. :l. ., �..at,r ,. y ... ,. .. - _ ,. i . Y .. - ,,. , t` . I,.: a , - , - ,,..1 , �. - : . ..., I I . , � - . = --- I � I I - ,-,:,- I I .,r 1'i-4" U.C. I ; . , � I I . � I . I . �, � I . , - - I � . II - . . . ._ I .1 I 11 . . •-, . . I .,I 11 I . I I I I � I � I . - I � . 'I . I , I .. . I �., t , I I I 1-. I . I . I - I I - � I I . --I .':� �,� . . " - V, '. . , I L - ,, .. - � � - I I I * V-.'�', I � ".:%:*"V-.��, , .. - - � , ."?,:- 7. 777�;: , .� �-_,*...; ..... .. - .:.. - .1 � .."I � I . - I ". . I I , I I . I � - . . I . � � . I , � I I '. I �., : � I I I I I I .1 , . . . . . . .1 . . . � I . � I I � . �. 1. I . � I .1�. . � I I i - I I � I * I T 1. I / , I' . I . � . . I . 1. .1 . . �., � .. ` Z"'.:,7, d , �1 t.,'j� :" �*, , ,.,% - � � V'�,� , -,:.-.:t . '-. - -L, .4 i - - ---�V- - - . I � : I I I I... . : ) . . I I . . � � . I r �% . � - � I I I � I I . �1. - I . . . I . , ; I I . - I ... .. I . I . I ; � I . "I I I ' , 2 I I I . . . � I I 3I I I � I . . ; - _ � � � I � .� . . . HORIZONTAL SECTION JI . - ; , - SILL .1. I METHOD A METHOD B 11 FLOOR AND CEILING TRACT. 3 5/8 in. (92.1mm) wide by tin. (25.4mm) 1. FLOOR AND CEILING TRACT. Same as method A except 1 5/e in. (41.3mm) 1. F deep fabricated from Q.022 in. (0.8mm) galvinized steel. Secured with fast- wide. eners 24. (609.6mm) O.C. max. 2. STUDS. Some as Method A except 1 5/8 In. (41.3mm) wide. 2. STUDS. 3 5/8 in.(92,tmm) wide by 1 3/8 in.(34.9mm) deep with 1/4 in.(6.4 mm) return flonep fabricated from 0.022 in.(O.6 mm) golvinized steel ® 16' O.C. 3. GYPSUM WALLBOARD OR LATH. Some as Method A except board or lath is applied vertically. 3. GYPSUM WALLBOARD OR LATH. 5/8'(15.9mm) thick by 4 fL(1.2m) wide Cantax American Gypsum Co. (Report OSU T-3298) Box 6345 Albuquerque NM 87197 wallboard or loth applied horizontally or vertically to studs with 1 in. (25.4 Gypsum Wallboard. Fire Bloc (types FSW, FSW-3). mm) long Type S self topping Phillips head sheet metal screws spaced 8 in. (203.2mm) O.C. at vertical joints and 12 in.(304.8mm) D.C. at intermediate Gold Bond Building Products (Report OSU T-3298) DIV National Gypsum Co. 2001 Rexford Rd, Charlotte NC 28211 studs and top and bottom track All joints to be staggered 18 in. (609.6mrn). With loth, apPply max. 1/8 in.(3.2mm) thick gypsum plaster over entire surface Gypsum Wallboard. Fire -shield (types FSW, FSW-C, FSW-3, FSMRC). in addition to joint treatment. Gypsum Lath, Fire -Shield (Types FSK, FSK-G). - Centax America Gypsum Co. (Design WP-45, Report OSU T-1770) Box 6345 4. JOINTS AND SCREW HEADS.Same as Method A . Albuquerque N 8719 Gypsum Wallboard. Fire Bloc (types FSW: F$W-3). Gold Bond Building Products (Design WP-45, Report. OSU T-1770) DIV National Gypsum Co. 2001 Rexford Rd, Charlotte NO 28211 NOTE: Gypsum Wallboard. Fire -shield (types FSW, FSW-G, FSW-3, FSMRO). ° C tractor to notch all cable sleeve l . I .. �/ -5I I. 0 _- ,0. O I I I I I I I I I I 10 I I I I I - O 1 I I 1 01 N It-N/- N/-.NI O II 1 O I -I- -I it �1 I rjk-/t_'t -,'k`' r it j/_%/_% ( 0 - 11 L--_-_-____-_- I/-N/-N/-1/ -__-__,=--_/ I, III _� :: � :_ --I IL-- -- - -- -- - -------------- � _jj I I 1 I I I I I 10 I I I I I I 01 I A�-_ I I I 10 _-. - ---. --- o 0 0 � , 1jI I 1 - X . ,: :. '.. -- _ '. .. ... . - .. ,.. 3 0 ,. .- • � .. I. .. �.. .. ... - .. �* ,,,.�I ..1.,I .. .. ,.... 1`. ... .. r,. , ., ..:: r .. ..,.... r. a .-.. ec.,..: :,, ,. .,. �1 ,_ : i 7 i Y 1 1. 7 I , I ,-: rf' f I ^A 4 z ne 4 1 �1�-,. , e. i 7 a t.,at a � nq W i 9 i :. ... : .. % .. ... .... .. 1.� s J fi :.1 .. ... ... k.. .. _ J>. .....�. .....r. h e 50 42 r Pa n �a .' 1 �. �_��II I .": .- � - I. I",,. ,I ` 1,I � �. i __ s _ 1, �� . a ,I�:_ , "' , r , ,,. 9. S L s des .. I r '_f Y ` i .^j' }LoulSv e="�- KY ,40 �; :, 111 2 ,, 1i�..- .I ,I,'I . I � _ , �r�. z I1. I "I �"I ,�, ; �,;- :^ ��., II ..�% ,. �ItIp .:, ��,I�. ri (r1 . .. �. ;., CONSULT PRJ. NO -' i t r { ;. SEAL, a t t ,� r �1, II�� 1 , '"-1 I.II- �� r ' -; .'-Ky I.1�. � . ,� 1 �I-1I . _ ' _1,I r. ,,.� , ,: .., .', ,:�.z�, 1I 1-. -� r ' . k�r ' Edwcrd JFaFetd 0- .tJ W - � , I" i Y. ::iiahitgctur`e'... ct ; �7- .� r .1 ' , . I -", 1 . SUB-CQNSULT,PRJ, N0.'. ' ,. ..:1. . 1€4yS3 + :t 1'I .-- � : ..� . ..1I I.- .I : :�, "I- I . I . - �I ,1�.1. - 992.64-ATX . , �__ -.I. _ -t a3"c ch m I a ,��� oo ' : -d . I��. . . x�, I,1..,�I �L1.,, I ,. , �_...,-� .,. �II_II� z., .B ,1,.1--I� ,.�' L1,�' I: , , 1��,;I �. ..�� I �:..�I �-,. I- , I II . I I III — - .I. I. �? .II,L . . � .I �, . I�_: ., . . ._I ��. I I-. ." �1..,1 .,�' I', I� I I I .� I e .� � I . . I . �' I . " .� ' ' : - . _' , " !. , I , .' � I , ,1 � 1 , : I : 1 t, ,' . I ` �r "'. � " - ,� _ � , Gypsum Lath, Fire -Shield (Types FSK, FSK-Q). /� N WaI( D D a I On4. JOINTS AND SCREW HEADS. Wallboard joints reinforced with paper tope "1 1 H plate COVefS around existing cable and Miahed with joint compound. Screw heads covered with joint cam- 0 06/18/99 Issued foc:permit pound. All lath joints reinforced with pressure'-eensltivs gloss fiber tape, or Nat t0 Scale trays and Wlre within 1/811 accuracy lass fiber tape attached with wire staples and covered with gypsum plaster Al .2 SBaI Ol) penetrations w/ 2�-0�� and construction r, instead of joint compound. IntUmeSCet putty. �Zr - 100 / / I .,,-,1� -,'�,`111�"�I� I , ,,�,_,. .I .-".-,I Ir"'.t.,. '�,_�, i �t`.-�-,,_�, . . ",j,_, 4,"�,�,,",�.�* ): ,�;.;,_�� "",!..'� -��",�,r' :i' r , 2'-4" . ,' % 9 . . I � - Sig n, a Lr e Schedule- I - 1:.11� -.0 [�� ;,< r '' C i, # DOOR # ROOM NAME TYPE TEXT 1 , ' WALL VESTIBULE Al I See Details 3/A1.2 2 208E/221JE A2 See Details 3/A1.2 3 WALL COMMON AREA A3 See Details 3/A1.2 4 WALL A4 See Details 3/A1.2 5 225N AT&T -- ROOM #217 A5 I See Details 3/A1.2 ;111111T, . SAW CUT existing slab and topping 4 2BE I e v a t o n and remove insert_�, :�������� ,�,�-.,I-L ,:1 -,� ,""""""�1I" ��- _�, .�- �,"., ��������...�, '�'!, �, -1:", 1- _� I",_�I '`,- �. //' . :-: ;.I.]- .N / / II .. Z.ZI�A. .I �T - '�:�-:_7�_,. k ��LI,I'll/IIIII - � ,=_ I, U 11j1. �� r� __\'�_N ._-_ 1 - - __I ��< - / .I I I . � .., 1.1.. � I .I - 1 � � . .�. I I I. ... � I I II .I I. I I I ,� .�I I. I. II I.I - ��. . I II 1.. � .�I I. . �I�III �1 II �..II1I �.� . . I �,.� I -.. -�.. �I _ III ��� "I1...-. .�- . II �I- .; I -.I �I .--I �I I.I �II .I . - I 1I. .-I � ... ..I -.� . 'I .I I� I; �LII� . I .�I I_ .II. I I .I�. - 1I� _I I I .II1 . ; I �. I,II I � .I.I I � .II.�� . . I.II1I I 1�" , �" . � " .. �I 1� ..� I�1. - i�,�II: I.1 1,�1I - ' I" ' I�II,I ,, I :.. �I 1 _.� .,_I�i.I .1. �I .I,-� 1�.I..- 1,III �, � '�. �.. t�11 I . , .Ii��, ..' . I. , ... �..A ..�,I : .1,,�1, I I.,..1 '.., '...1.I ."1I....���.. 1: � ".I '!�,1.I I,. ,,1iI,� I �- � .. ,. ,.. 1,.I: ,� .�1''I11' �. �:, .-��,,_L : I � �IIi2.:1-I ;`'-I1I I�I l -,I I I ,'.,.. �.� ,� .I � , I�.I. . I�--�� �1I1-. ' ,I.L_� .I1.!.�I. _ ,1,,�I I. 1,I , -II� - �'�,1 � I. .I , .I -�`.',I, I:-. �.� -.�zI ' I ,1"I..-I1 .�_� ,�I�. ,i',_��.�.' I. I'II,. �,- I1I I �,1- . - 'I - I : I�"11 .I ,,- L r. ,- --I" . I,�Z',�� �_ -,. , " -.,-. I._ ,.. .�� I, -, I ,.. -I ..�-.� . ;.-" -�IY IT ,- � _ t,.I ,� ,,�I-"I�II".`, _ � .., �I. -, -".- N''.:"`' :II.�1........,- , - ...', -,, .1��.--,,-����I........, - -.�, -. . .", I .,1" -I :, I "�pp 1I -� ,a-. � ".�1- _;� , 1'"11� �1� � ;- i- ',.:" �1,j..'1,,�-�I.........,_. ...11�I �: l , -1��������--�-,1.1��" .--_, ., ,-,� �,. .�, -�1..........1. � ,_,�rr -.,-1. I -"._,�_�..I-�_ , . ' 1I��,, .�' !1"1,1.�7'�.A:-:",,�-I1�,"1 I_ ,_,;�:__,-,:�%�._�I .�`�_I�,,1.'I- 'I ',I,.�,.-,1e-1,,I ,I , . ,-�" " ._-1I I-" �,I� Y;�- _,�,-.!...�,-�-7,�,-,,-p, %'�"1 .��,:_______ -,,-- _�,,,,,,,,-. �,"'����, "l-�� ._,"�_"',,_--��_�1��������,-- �.;. �,,���� �'�,,-,.��-q,.� �, ",�I _ .I-11I _'-"�-.I1 ZA�" _� .�";-.. ________" `��-�.: .I,�,,......... .,_, "_�-,--,1,l�`�________.,,,..:�-.`--;�"'--.I ,��-", ,,�,.._,-_______"'."- 1,,,,,,,,4A�,� �...,�";�,;Z,,,,_� .-.�.,,. ,.,�' - -.'-_� _��,��.��-,"..,_�',,.�---. 4,-".;__,1-_1�'-..,,:�. _,,-1 ' �,0I,__.���1,�,,�'1-',�. _-,�j�.._-.�-I,'�,�,,-�l.-;e,�',_,,:'_"��������7.�1-I.�_'.�.�]�.,' ,1-`".�,Irrrrrrrr"-���,� _,�.'-.�."I� �_--,--I. 1.,. ,".�,, '',.ItI ,-, ��,1 1 �,. � ..,,�,t;, �,_ ,� "�_;,,.-1 :.,.:,1_� - --I� ;���-,,"I�� �,.iI��".1",�,-� .f *� : 1-. , �, , I1 ` . T, ' I , , :�4.�:.,; ,- 1,I I , �_1.._-!_.I!,I_.1.,� :_��t� �,1��"�F,1,__.1,-,-;;_.'"',I"�,�II ...�,;_,, -, .,,�,_��� , .�"- "�:- ',_,., .'. ,r.,�`-�.,".;, 1;&*_-.-'�4;�,� .,�'1,..j-�:_�'_'"'- ,"., ,-�i,.,;j �'�;, ,�_�-S�",I .,,!1,,_��,., ;;;.-:"',_�_I_T,���_ ,11- , ,.,,,'1-:'�_'�--� '�',"I�."�,.,_, ,',�-�; :,,. j 't' A1.2 12ga. galy. steel cover plate ` , secured with 1 /4" machine screws 6"o.c. J'st;; Top flange to be drilled and tapped to and 1 1 /4"O stl fender washers. ,r�". t \�T : i 5 {_ • ,,,� .�;",,,;j-�, receive 1 /4" O machine screws ® 6"o.c. F- 1 a\ max. for anchoring 3M sheet and steel 2,_011 3M composite sheet attached to channel ' i cover. sheathing frame under steel cover plate. . max "r "MIN Install centered on door a r; f $ . - I 12"O.C. C4 X 5.4 structural steel channel s 1�ao Grey Angles to be mitered and welded Max TO REPORT MAINTENANCE PROBLEMS with mitered ends and welded background @ ea. corner and will have 3/8"� - ,; OR 'ALARMS^CALL THE BUI0ING SERVICE corners shall be welded to steel fascia . I t! I I _, ., - 1 q I -I . �� I ��I1. ; �.I . I. . I I. I� � . . .I.. ��I�."� . . �I, � .. . _� IZ;�� (I_. 1�NI.I.'I�C,.I.o �;II I � �.I.-. I1�'Is.1I. -r1S-,..;1II Z7.I4. I_ , I_ _I._ - �-.I.. I.-_� I .1I 7.I. . /I V .I_I/--/I./ �-�.I9. -I -I �. '+. rr . I-- I.�; � ,. .1� .I. . I �I.. I.I I . I��.�. I . . � . I I. I�I � .I I.. x4 x2 bent gals. stud anchor welded angles around entire preimeter. _ a '', Grey °background CENTER .(B5C) Ir) to each corner of frame. Paint Gray. ;, .. (404) 780-2740 . z: . s ' �, ?`R ARYISE THE DISPATCHER THAT YOU "� Mtl. Strap Connectors- Nom. 1 1 /2"X 3/16" steel t <` -, _ 'ARE CALLING-A90UT..COLLpCA11ON ATBCT Conc. floor to be cut back around Top Fascia Angle strap welded to. to.p fascia angle frame and- - - _ i ., .� II I . � I - PACE AND PROVIDE THE FOLLOWING w : INFORMATION: z to erimeter to allow facia angles and r I_- _ p p g connected to bottom fascia frame with 1 /4" ' LL �' , ° stud anchors to be solidly grouted. machine screws. r _ ,_;v. 3/8" Contrasting PROPERTY : GLC 33340 `n Q w 5/8" Contrasting U_ _ _ ,-- ; ` Letters..,DO NOT x ' Letters Id ? 4 ,�L_t �/ ` �t ---- \-�i L YOUR COMPANY S NAME z - repeat text in braille w _ p • A.CONTACT PERSON & TELEPHONE v r-T--T-n- r - , i - . 1 k - - "t- �/ 'c _ !'f• , ,1 1, n ? S t. ' ' �I�_ _� V) Nom. 2 X 2 X 1/4 steel angle , ,£} . a . . 1Q„ top fascia frame. ,4 Type A5 a Slotted for 1 /411 ;. i . a a machine screws. D' /, _ r . 0 1/4 bead 3M FireDam 150 caulk - ; Type A4 TYP D around perimeter edge of frame and slab._. - 4 _ 4 i r.) ^ t y't Bottom Fascia Angle 3"x2"x1/4" sti. angle frame, long leg into tf opening. Angles mitered and welded. Long ° 3M composite sheet attached to bottom ,_ Gre 6" from door frame Grey 6" From door frame leg to have 3/8"x1" long slots drilled to 2A e co n fascia frame with 1/4" machine screws r' y background match the s acin and screw holes of strop and 1 1 /4" O stl. fender washers. } background unless otherwise noted.' on plan unless otherwise noted P g connectors. Short legs will be drilled and A1,2 tapped to receive 1 /4"O machine screws @ 6" o.c. ��/I,Z %-� e a ' cLEc p t CLEC C MMON AREA q - . °` ENTRANCE _ - o- le H o (e D e t a- T �CaI Floor Cab} �, - 2 5/8" Contrastin tr stirs „ „ 5/8 Con a g �- Letters Q Letters ¢ A1.2 Scale: 3 = 1 -0 ;I C O 0 0 6„ 6" C° U ;`r . - T e A Type Al -� 2 r YP PROi�EC7 TITLE £' t Vanes . . • - 3 fit_ . ,. " 1" Eq. sp. ® 62" AT&T Collocation "y ,,.. :, 5/8" GWB @ Sanford :Main. C Q -a Runner track & - \ � 501 W. 9th' Sf rest double MH studs . each side. • . I i l i 2"x 2" x 3/16" an I I Miter, weld and dre tap face leg @ '6 . Grey frame 6" From door frame 1 _ I 3/16" x 1 1/2" F.B., Weld to one flat head machine background 6" From door fac'kyround g unless otherwise noted . side ® 6 t o.c.- Drill and tap screws, all holes. - ' unless otherwise noted other side for 3/8"O - #16x1/2" 26 dce • I"- I R.H.M.S. as indicated. Galv.2steel terec y - EMERGENCY � _ I I I Intumescent composite sheet entire length of ea seam. SFieet secu `� EXIT I I metgl screws or st I I 0 3 O.C. max. - . - =CLEC ONLY. q COMMON AREA ALARM WILL - n O •" CU c ; SOUND! M ° c 18ga. metal closure entreating 5/8" Contrasting Letters L,_ Q i continuous at entire perimeter. Letters Q a- C I 2"x 2" x 3/16" angle frame. Intumescent compc - o 6„ I o e I I 1 Miter, weld and dress smooth. Drill and ' I „ 6 ( L tap face leg ® 6 1 /2 t for #20x 1 /4 .1 , . / / --- I -1o, *1 . P . ,� flat head machine screws. Furnish oiled - ' iZ11 ti screws, all holes. . Type AS fn W D X NOTE: Tvnn et r'-+rnni'nr i•n nr,►rl . Sanford,I - I- orida Fl�1.I - 1; , � *.��.-��.'1 1 �: 27::7; ia. `-'3� ., . 1 - 1I, - �, I - -I1 I..., .-� i - �-�_-.-., .: .-"�L,I �' 4 KEY PLAN _� ! ', - . �, r 'f ?4 - , "" t t 3'. }' - - e.,d y-, I i -' , , �- 1. i- . _ c DATE 06/18/�9, t DRAWN BY .. rii a s ' CHECKED BY _ - ',., K :f APPROVED BY ,_. NnT FnR C?nNSTRl1CTInN"` . . - , =`t . r" 1 r-t-..;` VARIABLE AIR VOLUME UNITS K4, R_ K MANUFACTURER MODEL INLET SIZE MAX CFM MIN CFM MAX.P.D (IN. 'W.G.) HTG. KN STAGES CONTROLS MAX NC VOLTAGE REMARKS VAV-1 ',TPANE VCCE 17 10 1000 0 0.05 DDC 35 PRESSURE }INDEPENDENT," ARI CERTIFIED. ".OTHER ACCEPTABLE MANUFACTURER TITUS, METAL-AIRE. CONTROLS BY SIEMENS. ACCESS PANEL SCHEDULE DUCT WIDTH PANEL SIZE UP TO 12" Vx12" 13' TO 24" 12"x12" 25" & OVER, 18"x 18" MAC DESIGN REQUIRES YES, NO. DUCT SMOKE DETECTOR' x FIRE DAMPER(S) ,x SMOKE DAMPER(S) x FIRE RATED ENCLOSURE x FIRE RATED ROOF CEILING ASSEMBLY x FIRE STOPPING x SMOKE CONTROL x OUTSIDE AIR CALCULATION (ASHRAE 62-1989) APPLICATION EQUIPMENT ROOMS CFM O.A./PERSON 10 TOTAL PERSONS .1.0 < 3 HRS.) TOTAL O.A. CFM REQUIRMENTS 100 HVAC UNIT AHU-02A TOTAL O.A. CFM FURNISHED, 400 KEY PLAN ti PAX .06/18/991,', DRAWN BY GLT 6iECKM BY Bss APPROVE} BY BSS NOT FOR CONSTRUCTION RELEASED FOR CONSTRUCTION RECORD DRAWING AS -BUILT DRAWING ,❑ DATABASE 6270 MEC,DWG DRAWING TITLE MECHANICAL 4. SUB CONSULTANT LEGEND SCHEDU LES BOLDEN ENGINEERS AND NOTES GLC No. DRAWING NO, 3066 HIGHWAY 29 SOUTH LAWRENCEVILLE, GA. 00244 770-27940413 33340 ml 1 • 770,925-4263� FAX ) 0 SHEET 13F 62 J 0 ,. f . . ( V i - , ! I > - :. I I ® vAv 04 5 7 29--6246 r. ,• r ... � . . . A �, ••; . . r .y , - f ( � ii , ILY �� iI 250 . _- �I " STOR, QE i E ( SlJ,B-CONS.ULTAN7 . i I OFFICE 11 , ,OVA I2X6 I - r ' 1 J . �, I I _ I , , 1�,- - , I \ . I, I I [ , ! ; 1 ___ _ 'r \ 1 A t ♦ - I I i I I )1 I I I I JJ I fit-- i i i; E{ j1* I . . I, I 1--I 11 I . .. . ! I i ASSEMBLY , ---. ROOM i I ' COMMON AREA I ( , VACANT I 207 I! E I I u __— --\\-;------- -- o-------- - -- -------\\; `` _ �'� 1 1 I I! ' ,��, I , ' � L I I I 213 0 ( 216 j y VAC�t�1T 0� II \_-___ [ - \ u t _ :% _____-__-_ I 1�I -� ; I N "� �,"�� " IL I . I . . I I �, � � ,,, I . * " 'I, ., � ;,\ .1 I . I . . � . LI I I . � - I 1 II r- ( f 1. — / `{il ,,I — --� — — — I I / t 1 ------.---_ u. I I . I 1. . I I ��,, "! " %', � -,� , -1, I " �'; � � 11L - �,c" *A , I ,;, � � �� . il I 1� 1— - � � L I _7 .1� . I . . . II i_F_--� I I , 1 , - - I FD FD EX. FQ ,/�/�,/Ili' 1110111����'IiIG�A VA A N OAA N ---,, Ej \ — L-1 N T 1 ii -_I .- L I L I I ,. I . I .. � . I . . I � .c , 1 � L I _1 1:�'' J�_.':�'�_�:�]�' �.1.11'1�.,,,,;, 11 A_ � ,�-! I I I " 1. �� I I � � ..,��, -- --- -. -� \f E _- ------------ -- -, --T—T—) _. —_ 4���� . . . . . . L I I I I I --- - II - - - — ------ ._ { L-- _ __-_� - -----'t5 = I 0 I ( I Ii I I I �_I I- . L -. � �,� �L'. f 1;� '' !., i �":,�� 1.:. I I , I 1 ( I I J 34Xt4 42X24 EX. RA. \{j f {►�( ( Ij, {I � I ! 1 I �u I ► E I I .,; , N , , 1 ��:z � � x - - _ _ . c . —L -= F_ _ - _ — ------ ------ ----- ----------; - - ----- tt -- f -- ( I i -1 i E ��, ►! ----- ____.--_-____-- -------__-- -----------ROR--------------------_ --- -_-- ----- -- -- -- - -- - -- - --- -- --- _ (\ FD FD - -EX. FD I I II I _ CC - --- i I I I . . ��. :,) , ' L �_ i " L 'i'� " ' ' . � �, "[�� , , � I ` V I I I -I___1 I - - 11 I LL , , . I I I �,, , " ,,, , , - ,� � � � L� . �';t , ` . .:I C ,-",Lr �., __�� . ,. -, , L _ . . I _ .- __ L , " . . . _ �. , . � , , . . . I " `I .- �, � , ., I I, I . I`\_ II I _ ! ( u",/ ® I I . - -_ II I j . I r- \. LI -. 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I 1::,� -L, `� _' 1� I � 1� I � . , I" �11 . . . . 212 E3 M PANEL I i r I I I I i , t ' -- Q N i 1 �� I • I' y t i' j j----__-------_- i ----- --- ---- - -- -__ __ -- --� ---I- -- �� __ - _�' -1 I (I - I I j r� �� ! i i , i I __ I J �� -'i) j I fl _ I I , f j I I ,-, "�,' : , - " : , '. � , - I i^� ) L I �� _1_ - I �, ' I ] I \ --- ----__ - STORAGE- iI 202 4 - II j - , _,- -J . EXISTING VFQ r; I --- T� \ , -- -r --J rr --- - I- . r I I , i I ' / I E� I x I 1 I I1 - ; �-- II �I �1 ! I . . j I ( I I ml iK, I I \ \ E II LSOUTH SPACE 0 j� i 1 IL \ I I� I I f I I P PIONEER E T C .. . :; r I I I I (I I ,- C ROOM ;j I i �i 4' ;I 1► II I& 209ROUP i 1� o - i 201 I. 13A . ,��- I I �Y , ; I �� _ _ _ -__ ��� pRo, cT nTIE 1.j �. I EX. ANU-OZA --�, 211 I _ I i i I --T—\— -- --t-- — r 4 ,I ff I I? ! J ;-� „ ' I , j I , i I ► I i I I I E i ► I I ,� I I I . AT&T Collocafion' :I ; 1 I I ; i ; _ i ; { ( j l-,_- ' I 1 { C� SanfordI>aiir� LCt�. L 1 i I I I I! __ -SAS - I - II I 5.01 W, 9th% Street1.i } ( I ; i I ! i I 00 \\-�--\ ,--T- I I► I Sanford, Florida2i71. f - I i Ii OFFICE I- _ 11�j I 11 j i' ` 11 I I 205 E I j I I - , itLilt f IJ ! 7 I I I 11 -II ' I-- ` I - u KEY LAN ,' _ . . .I .. ., -. l. --- ---- ----- - - - ---- I I-� - - . I ------.------_--------._---.-------------.------_------------ ,I _ = 1 - - -- - - --_ _ -- -- ------ -- --------- -- -_ - - -- - -------------- _---------------------- --. F' % 1---------------------tr -- ---- - ,T- - I ! r- - -- - -_ I _ _-'------- _- -- - � - --- - --- �� __--__-- -------- --- ----_ _ —_--- -- -- ---- ---- - _ -- I -u-- ---- - - —r �`1______--- r --- —_-f _--------'r-- ____----------____-�_ _ ---- - ------------ - - _-- — -- -- -- - --_—_ - — 1 �.�. ------------- --- -- - ---- —------- ---- - ---- -- ---- - ----- ----- - ---- --- _- - - ------ ---- - --- --__ ----- -- - -- --- __ -- ---- ------------- - _ ,� -_Z i _ _z _ ----- - - -- -_�- -- -- - - ----- _ -- _ __ -- - _ __--_--__- -------.-- - _--_-- _ = -- -- -- -- — -- ----- - - 1 __-__-- ---�- -- -_- _ - - --- --- -----_ -- ----- `f --- I I IL I ; . - \ -� i�� i�l u I I 1; � :� I DATE 06f 18/99 :, :�� _.�t�. 1 I . ,� ". . _t �_ �, � r I,-,-. 11 i . I rri DRAWN BY GL 1 , 5 :7 r • .. •. CHECKED BY B S S ` APPROVED BY BSS i .. , 't-��% EC'�NC� �L.t��R PLAN-ECHANlCAL NOT FOR CONSTRUCTION °L . ; 'r �. " . I . I I � RELEASED FOR CONSTRUCTION j -, ,,, 1�, � _ ,�L L_ � I �,', 1. I 1. . .1 � ' ' I . . . � �P�►RTlAL .- SCALE: RECORD DRAINING � , '� AS --BUILT DRAWING ❑ , ;; - :i - DATABASE• • -. . . . 5270-HVA.D1.WG J . ,..,1. , . DRAWING TITLE - i 3 .I TT ^���^{�jj �T T T] A '�. yTt C PARTIAL SCQNn ,� ' � ,"" t +` , :.. , �`/``y'1 _ N V ...V 1l dam/ i .1 �. — • . . FLOOR PLAN � I I`. " '1 BOLDEN ENGINEERS M MANIC'111I ,. - : . �, '' . I 1. - �:.,� I I - W__ -,-, �� �:, �. , , � -, .— . .1 - , , -. - *.+ ''.1 �. . . I . I I . .� I L Q Tyr W v 7T 3066 HI�iHWA . 29 SO.T TH . IAL I IEC GLC NO. . .. ! �, —_ �_!,� DRAWING NO.1. �'_, .;L _; i _3 � ' I-, . LA.WRENCEVILLE, ' GA. 3024.4 • • I .° . - , . 7701-279 0 3 ' : JT 7J 4 M 2� * � •: - r :, r . ,, -. ,_ ,. -• y - , . , . , 0--9 77 �25 - �• 3 FAX 26 AX - H T ❑F E� � oz o2 . ,, s .. _.., , , 1�11 f.-.,; , - . ,.%. . , . • {, .. x. .... ... .. .... . . s,.._xr-- W_..—._ _.—__ _. _:._. �.'-;:._ e... .._. .:_ .:.. 1.—..—.� 1. - .. � _ .' ., .' r t. I � .., F •' ,' .. .. .' '. 11 1� - .. a f, SPECIFICATIONS A THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT FOR COMPLETE ELECTRICAL INSTALLATION. B ALL WORK SHALL CONFORM TO REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE STATE AND LOCAL CODES. C WORKMANSHIP SHALL BE FIRST QUALITY AND IN ACCORDANCE WITH BEST PRACTICES OF THE TRADE BY SKILLED WORKERS. D LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL COORDINATE ACTUAL LOCATIONS WITH OTHER TRADES. E CONTRACTOR SHALL OBTAIN AND PAY FOR ALL FEES AND PERMITS REQUIRED AND SHALL FURNISH CERTIFICATION OF INSPECTION TO OWNER AT THE COMPLETION OF PROJECT. F MATERIAL SHALL BE NEW AND U.L. APPROVED AND LABELED. G UNLESS OTHERWISE NOTED, ALL WIRING ABOVE GRADE SHALL BE TYPE THW 75' C IN EMT (SET -SCREW CONNECTORS FOR 2-1/2" CONDUIT OR LARGER, & COMPRESSION FITTINGS FOR 2" AND SMALLER). WIRING BELOW SLAB OR GRADE SHALL BE IN RIGID -CONDUIT OR PVC WITH GROUND WIRE. MINIMUM SIZE WIRE TO BE #12 AWG. ALL WIRING SHALL BE COPPER. H THE FOLLOWING APPLIES TO BRANCH CIRCUIT CONDUCTORS FOR RECEPTACLE CIRCUITS ONLY: WIRES IN CONDUIT RUNS OVER 100 FT. LONG SHALL BE SIZED FOR #10 AWG MINIMUM. WIRES IN CONDUIT RUNS OVER 200 FT. LONG SHALL BE SIZED FOR #8 AWG. MINIMUM. THE ABOVE APPLIES TO THE ENTIRE CIRCUIT OR CIRCUITS. I TOGGLE SWITCHES TO BE SPECIFICATION GRADE, 20A, 120-277 VAC HUBBELL CAT. #1221-GI, 1222-G, 1223-G, 1224-G WITH STAINLESS STEEL DEVICE PLATES. J DUPLEX .RECEPTACLES TO BE SPECIFICATION GRADE, 20A, 120V HUBBELL CAT. #5263-G AND OF5263C WITH STAINLESS STEEL DEVICE PLATES. K ALL DEVICES INSTALLED'.IN AREAS EXPOSED TO THE WEATHER AND WHERE SPECIFICALLY INDICATED SHALL BE PROVIDED WITH A WEATHERPROOF DEVICE PLATE, TO BE BY TAYMAC SAFETY OUTLET ENCLOSURES #20510 OR EQUAL. L LIGHTING FIXTURES AND LAMPS TO BE FURNISHED AND INSTALLED AS INDICATED ON THE FIXTURE SCHEDULE ON THE DRAWINGS. M ALL ELECTRICAL EQUIPMENT AND SYSTEMS SHALL BE TESTED AND ADJUSTED FOR PROPER OPERATION. COMPLETED WIRING SYSTEM SHALL BE FREE OF SHORT CIRCUITS. N TERMINATIONS (LUGS, TERMINAL BLOCKS, ETC.) IN CIRCUIT BREAKERS, DISCONNECT SWITCHES, LIGHTING CONTACTOR, RELAYS, PANELBOARDS, TIME SWITCHES, ETC. SHALL BE RATED FOR 75 C IN TEMPERATURE. IF TERMINATIONS IN EQUIPMENT SUCH AS EXHAUST FANS, WATER HEATERS, . AIR CONDITIONING UNITS, ETC. ARE RATED FOR 60 C ONLY, THEN CONDUCTORS MUST BE DE -RATED AND USED IN COMPLIANCE WITH .TABLE 310-16 OF CURRENT NEC AND SIZED FOR THE 60 C COLUMN. 0 PANELBOARDS SHALL BE SQUARE-D TYPE "NEHB" FOR 277/480V - 3 PHASE - 4 WIRE SYSTEM OR SQUARE-D TYPE "NQOD" FOR 120/208V - 3 PHASE - 4 WIRE SYSTEM OR APPROVED EQUALS AS SCHEDULED ON DRAWINGS. PROVIDE ENGRAVED NAMEPLATES AND TYPED DIRECTORY. PROVIDE HINGED PANEL COVER. P DISCONNECT SWITCHES SHALL BE HEAVY DUTY TYPE, NEMA 1 FOR INDOOR APPLICATION, NEMA 3R FOR OUTDOOR APPLICATION AND FUSED WHERE INDICATED. Q PROVIDE ADHESIVE LABELS ON ALL DEVICE COVERPLATES DENOTING SUPPLY CIRCUIT. LIGHT FIXTURE SCHEDULE A PENDANT MOUNTED. FLUORESCENT WRAPAROUND FIXTURE, UTHQNIA CATALOG NO. LB-232-120 VOLT WITH TWO (2) F32T8CW ENERGY SAVING LAMPS AND RATED FOR 2,850 , LUMENS OUTPUT (INITIAL) MINIMUM (3,500 DEGREE K). PROVIDE 2-LAMP; ELECTRONIC BALLAST. (24" STEMS). B WALL MOUNTED FLUORESCENT, LITHONIA CAT. NO. WC-232-Al2-120-EB WITH �2) F32T8CW ENERGY SAVING LAMPS AND RATED FOR 2850 LUMENS OUTPUT INITIAL) MINIMUM (3500 DEGREE K). PROVIDE 2 LAMP ELECTRONIC BALLASTS. EXA L.E.D. EXIT, LITHONIA CATALOG NO LE-S-1-R-120/277V-EL-N. EM EMERGENCY BATTERY LIGHTS, LITHONIA CATALOG NO 6ELM-2 CORRECT GROUP DISCONNECT SWITCH INCORRECT MOUNTING SCREW BOLT DOUBLE LOCKNUT REQUIRED DISCONNECT SWITCH GROUNUINU LUNNLU 11Uly NTS ev J. d r .mien S. 0 i TH; Contact: Wayne `Mayes t' Phone: 502-429-2883 Address: 9112 Holly Springs` Dr. 4 Louisville,_ KY 40242 CONSULT PRJ. NO. SEAL. NAME: Mr. Ron L. Bolden , DISCIPLINE: Electrical SUB -CONSULT PRJ. NO. LIG PHONE. I:' 770-279-0413. 99264--ATX ADDREss ' a "5 3066 `'�. wo 2�N`outh BST PRJ. NO. Loy ncedille 'A. 3� 44 4 N P' LIRE: SIGN CONSULTANT GENERAL NOTES LEGEND t t 1. THE CONTRACTOR SHALL VISIT THE SITE 0 F THE PROPOSED PROJECT TO HOMERUN TO PANELBOARD, LETTER INDICATES PANEL DESIGNATION. NUMBER PARSONS INSPECT THE EXISTING CONDITIONS AND DETERMINE THE SCOPE OF HIS WORK �k/ INDICATES CIRCUIT NUMBER, SLASH MARKS INDICATES NUMBER OF AN THE EXTENT OF DEMOLITION. CONDUCTORS IN SIZE CONDUIT AS REQUIRED BY NEC (NO SLASH MARKS 4701 Hedgemore Drive D INDICATES GREEN GROUND INDICATES (2)#12, (1)#12G-1/2 C). (/') Charlotte, NC 28209 THE SITE INSPECTION SHALL BE MADE PRIOR TO SUBMITTING BID FOR THE CONDUCTOR. PROPOSED PROJECT. NO COMPENSATION WILL BE ALLOWED FOR FAILURE TO 704--529--6246 INSPECT THE SITE. CONTRACTOR SHALL INFORM ARCHITECT PRIOR TO BIDDING �� CONDUIT CONCEALED IN CEILING OR WALL. OF DISCREPANCIES WHICH EXIST BETWEEN DRAWINGS AND ACTUAL FIELD CONDITIONS. CONDUIT CONCEALED IN SLAB OR BELOW GRADE. SUB -CONSULTANT 2. ELECTRICAL CONTRACTOR SHALL PROVIDE A COMPLETE AND UP -DATED ONE CONDUIT EXPOSED. LINE WIRING DIAGRAM OF POWER DISTRIBUTION SYSTEM AND MO NT ON A PANELBOARD,277/480V, 3 PHASE, 4 WIRE RI TION PANELBOARD. �111 "x17" ® SMOAK D,' E�NGLASS FRAME NEXT TO THE MAIN DIST BU lFRAME SIZE - MINIMUM). PANELBOARD, 120/208V, 3 PHASE, 4 WIRE.BE AS DIRECTED BYINCORPORATED— 3. FINAL AIMING OF ALL ADJUSTABLE LIGHT FIXTURES TO ARCHITECT. �T DRY TYPE TRANSFORMER. 4360 Chamblee Dunwoody 'Rd. 4. OVERCURRENT PROTECTION, WIRE SIZE AND NUMBER OF CONNECTION POINTS ® CONTROLLER. SUlte 320, Atlanta, GA 30341E FOR MECHANICAL HVAC EQUIPMENT IS FOR ITEMS AS SPECIFIED. COORDINATE 770.--458--46Q2 WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY CHANGES PRIOR TO DISCONNECT SWITCH, F INDICATES FUSED, WP INDICATES WEATHERPROOF ; INSTALLATION FOR ACTUAL EQUIPMENT FURNISHED AT NO COST .TO OWNER. WP NEMA 3R. HEAVY DUTY TYPE. Prof. Corp. AA 0002801 REFER TO MECHANICAL DRAWINGS FQR EXACT LOCATION OF MECHANICAL EQUIPMENT. COMBINATION FUSED DISCONNECT SWITCH MOTOR STARTER WITH MOTOR No. DATE pESCRIPnoN aP ------ . 1 A REMOVE AND/OR RELOCATE AS DIRECTED ALL OVERLOAD MID SHORT CIRCUIT PROTECTION. 2-NO AND 2-NC AUXILIARY 5. CONTRACTOR SHALL / IRiFj SET OF CONTACTS. NEMA 1 ENCLOSURE. FULL VOLTAGE TYPE NON- WE ELECTRICAL APPURTENANCES ASSOCIATED WITH NEW CONSTRUCTION. REVERSING SQUARE "D" CLASS. 8538 OR APPROVED EQUAL. FURNISHED 0 08/18/89 and for ructl DIVERT, EXTEND, RE-ROUTE, REPLACE, RECONNECT, OR OTHERWISE MAKE and Construction r �; GOOD AND LEAVE " IN SAFE WORKING ORDER ALL PORTIONS OF THE EXISTING AND INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL INSTALLATION REQUIRED TO REMAIN IN USE DURING AND/OR }/ MOTOR, HP INDICATED. AFTER THE COMPLETION OF THE ALTERATION WORK. FLUORESCENT FIXTURE, TYPE INDICATED. ' THE CONTRACTOR SHALL COORDINATE WITH THE OWNER THE REMOVAL AND DISPOSAL OF ALL EXISTING ELECTRICAL MATERIAL WHICH IS NOT TO BE RE- ` USED ON THEPROJECT. CONTRACTOR SHALL REMOVE AND STORE ANY &J FLUORESCENT FIXTURE, NIGHT LIGHT TYPE INDICATED. ELECTRICAL MATERIAL IF SO DIRECTED BY OWNER. PATCH AND PAINT WALLS AND CEILINGS AS REQUIRED BY REMOVALS OF APPURTENANCES. COORDINATE INCANDESCENT, FLUORESCENT, OR HID . FIXTURE, TYPE INDICATED, CEILING MOUNTED a WITH ARCHITECT. 6• CON TRACTOR SHALL COORDINATE INSTALLATION OF NEW LIGHTING FIXTURES, INCANDESCENT, FLUORESCENT, OR HID FIXTURE TYPE INDICATED. WALL MOUNTED RECEPTACLES, PANELBOARDS, ETC.. WITH EXISTING STRUCTURE, PIPING, ETC. EXIT SIGN, TYPE INDICATED WITH BUILT-IN BATTERY PACK. LED TYPE. AND MAKE ADJUSTMENTS AS REQUIRED. �OR® WALL OR CEILING MOUNTED. DIRECTIONAL ARROWS AS INDICATED. 7. WORK IS TO BE CARRIED OUT WITHOUT UNNECESSARY INTERFERENCE WITH A b, EMERGENCY BATTERY LIGHT, NUMBER OF HEADS INDICATED OWNERS EXISTING FACILITIES AND OPERATIONS. POWER INTERRUPTIONS SHALL BE SCHEDULED WITH OWNER AND SHALL BE TAKEN ONLY DURING THOSE FLUORESCENT WALL WASHER. CEILING MOUNTED. PERIODS WHICH HE HAS APPROVED IN WRITING. 8. CONTRACTOR MAY RE -USE EXISTING RACEWAYS FOR INSTALLATION OF NEW TOGGLE SWITCH, 2 INDICATES 2 POLE, 3 INDICATES 3 WAY, 4 INDICATES i CIRCUITS IF RACEWAY IS IN COMPLIANCE WITH N.E.C. AND FOLLOWS S 4 WAY, P INDICATES PILOT LIGHT, M INDICATES MANUAL MOTOR Y APPROPRIATE ROUTE. CONTROLLER. 9. DEMOLITION OF EXISTING ELECTRICAL MATERIAL SHALL BE INCLUDED IN So DIMMER SWITCH, LUTRON NOVA SERIES. SIZED FOR LOAD. CONTRACTOR'S BID. 10. REFER TO RISER DIAGRAM FOR FEEDER SIZES FOR PANELBOARDS, DUPLEX RECEPTACLE -MOUNT AT 18"AFF.:'. 11. OVERCURRENT PROTECTION, WIRE SIZE AND NUMBER OF CONNECTION DUPLEX RECEPTACLE ABOVE COUNTER TOP. MOUNT AT 42" A.F.F. , POINTS FOR MECHANICAL HVAC EQUIPMENT IS FOR ITEMS AS SPECIFIED. COORDINATE WITH MECHANICAL CONTRACTOR AND MAKE NECESSARY GROUND FAULT INTERRUPTER DUPLEX RECEPTACLE -MOUNT AT 18"AFF UNLESS CHANGES PRIOR TO INSTALLATION FOR ACTUAL. EQUIPMENT .FURNISHED AT � GFI NOTED OTHERWISE NO COST TO OWNER. REFER TO MECHANICAL DRAWINGS FOR EXACT DOUBLE DUPLEX RECEPTACLE, 17" AFF UNLESS OTHERWISE NOTED. LOCATION OF MECHANICAL EQUIPMENT. 12. RUN 3/4" E.C. FROM DATA OUTLET AND STUB -UP INTO CEILING SPACE. SPECIAL OUTLET -COORDINATE WITH EQUIPMENT FURNISHED. ® MOUNT AT 18"AFF UNLESS NOTED OTHERWISE. 13. ALL JUNCTION BOX COVERPLATES SHALL BE LABELED. �, TELEPHONE OUTLET, RUN 3/4" EC WITH PULL STRING AND STUB -UP 14. ALL RECEPTACLES WITHIN SIX (6) FEET OF PLUMBING FIXTURES SHALL BE 6" INTO CEILING SPACE. PROVIDE BLANK COVERPLATE. MOUNT AT 18"AFF. PROVIDED WITH 5 MILLIAMP GROUND FAULT INTERRUPTERS. 15. EDGE OF LIGHT SWITCH WALL PLATE SHALL BE NOT MORE THAN 4" AWAY O THERMOSTAT FROM METAL/WOOD DOOR FRAME. TYPICAL FOR SINGLE OR MULTIPLE WALL JUNCTION BOX. 'r SWITCHES. . 16. BRANCH CIRCUIT CONDUCTORS SHALL NOT BE SMALLER THAN NO. 12 AND 10 MANUAL PULL STATION. MATCH EXISTING WHERE BRANCH CIRCUIT CONDUCTOR RUNS FROM SOURCE (PANEL) TO THE � LAST DEVICE ON THE CIRCUIT EXCEEDS 100 FEET IN LENGTH, THE LJ FIRE ALARM STROBE LIGHT. MATCH EXISTING CONDUCTORS SHALL BE NO. 10 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. FOR RUNS OVER 200 FEET IN LENGTH THE CONDUCTOR SHALL s FIRE ALARM HORN(NO SPEAKER)/STROBE. MATCH EXISTING BE NO. 8 MINIMUM AND FOR THE ENTIRE LENGTH OF THE CIRCUIT. THE U ABOVE APPLIES TO 120 VOLT CIRCUITS ONLY. FIRE ALARM HORN/SPEAKER. MATCH EXISTING 17. CONFIRM MOUNTING HEIGHTS AND COORDINATE LOCATION OF ALL OUTLETS, SWITCHES AND OTHER DEVICES WITH ARCHITECTURAL ELEVATIONS O SMOKE DETECTOR, CEILING MOUNTED. MATCH EXISTING (FURNITURE LAYOUT) PRIOR TO ROUGH -IN. 18. PROVIDE SEAL FOR PENETRATION OF FIRE RATED WALLS BY CONDUIT. SEE R OR R FIRE ALARM WALL OR CEILING MOUNTED REMOTE LAMP PANEL TO PROVIDE DETAIL. O ANNUNCIATION WHENEVER SMOKE DETECTOR IS ACTIVATED. PROVIDE BACK -BOX N ALL ONE HOUR FIRE RATED WALLS SHALL AS REQUIRED. LABEL AS INDICATED. CONVENTIONAL ZONED SYSTEMS SHALL 19. BACK TO BACK RECEPTACLES I REQUIRE REMOTE ALARM INDICATORS (LIGHTS) FOR DETECTORS THAT ARE BEHIND BE LOCATED A MINIMUM OF 24" AN CENTER. CLOSED OR LOCKED DOORS WITHIN A ZONE. THE INDICATOR LIGHTS SHALL BE VISIBLE FROM WITHIN THE ZONE. MATCH EXISTING. 20. ALL WIRING SHALL BE IN METAL CONDUIT. D(x FIRE ALARM DUCT MOUNTED IONIZATION SMOKE DETECTOR. MATCH EXISTING 21. ALL CONDUIT SHALL BE RUN OVERHEAD NOT UNDERGROUND), EXCEPT FOR ' MAIN ELECTRICAL AND TELEPHONE SERVICES. OVERHEAD CONDUIT SHALL BE ® ELECTRIC WALL MOUNTED HEATER RUN FLUSH ON CEILING, AS CLOSE AS POSSIBLE. 22. EXTEND EXISTING FIRE ALARM SYSTEM IN ACCORDANCE WITH DRAWINGS WP INDICATES WEATHERPROOF (NEMA "3R" DEVICE) AND APPLICABLE CODES. FIRE ALARM SYSTEM WIRING SHALL BE RUN IN PC INDICATES PHOTO ELECTRIC CELL METAL CONDUIT SYSTEM. PROVIDE WIRING IN ACCORDANCE WITH MANUFACTURER'S APPROVED SHOP DRAWINGS. PROVIDE WRITTEN CERTIFICATION FROM TC INDICATES TIME CLOCK MANUFACTURER'S REPRESENTATIVE THAT THE SYSTEM IS FULLY OPERATIONAL AND HAS BEEN CHECKED OUT THOROUGHLY BY A FACTORY TRAINED OH FIRE ALARM HEAT DETECTOR. MATCH EXISTING REPRESENTATIVE. THE CHECK-OUT PROCEDURES SHALL BE AS RECOMMENDED BY THE MANUFACTURER: FORMAL TRAINING OF THE OWNER OR OWNER'S REPRESENTATIVE SHALL BE PERFORMED AND A LETTER CERTIFYING THAT ® DOOR CONTACT (MONITORED), SENTRON .INC. CAT. N0. "2700 SERIES" MAGNETIC CONTACT. CONTRACTOR SHALL PROVIDE NECESSARY WIRING BACK TO RACC PANEL THIS WAS PERFORMED SHALL BE SUBMITTED WITH THE AS -BUILT DRAWINGS. FOR BUILDING ALARMS. FIELD VERIFY LOCATION. PROVIDE BATTERY BACKUP KIT, IF ONE 1S NOT EXISTING. LOCALIZED AUDIBLE ALARM, DETEX CAT. NO. "EA-2500 SERIES" EXIT ALARM WITH HORN AND BYPASS KEY WITH TIME DELAY. SEE DETAIL. a 23. PROVIDE ON EVERY 120/208V PANELBOARD COVER AN ENGRAVED PROJECT TITLE NAMEPLATE IDENTIFYING EACH SYSTEM VOLTAGE CONDUCTOR: (D 48V DC LIGHT FIXTURE. MATCH EXISTING. CONNECT TO NEAREST EMERGENCY PHASE A -BLACK LIGHT FIXTURE. n _ IN ELECTRICAL DEVICE TO REMAIN. AT&T c o i i o C a f I, o n PHASE B - RED EX DENOTES EXISTING PHASE C - BLUE @ Sanford Main co NEUTRAL - WHITE EXR DENOTES EXISTING ELECTRICAL DEVICE TO BE RELOCATED. GROUND - GREEN 501 W 9th Strut Sanford., Florida 32771 ` 24. ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL WEATHERPROOF 120V -20A "GFI" DUPLEX RECEPTACLE IN A CAST BOX WITH TAYMAC COVER, CAT, NO. 10310G. CAST BOX SHALL BE SECURED TO ,STRUCTURAL SUPPORT FRAMING ON ROOF TOP UNIT. CONDUIT SHALL BE RIGID STEEL. PROVIDE CONDUIT SEALING AND FLASHING AT PITCH POCKET. COORDINATE ROOF PENETRATION WITH KEY PLAN ARCHITECT AND ROOFING CONTRACTOR. REFER TO ARCHITECTURAL DRAWINGS. 25 CONTRACTOR SHALL ADVISE CONSTRUCCTIION DOCUMENTS NI D ACTUAL FIELD TECT OF ANY DISCREPANCIES BETWEEN CONDITIONS. 26. CETQP NT GROUNDING CONDUITS. NUTRAL ISO BENSULATEDROUGOUT ANTEDTOGETHEONLY AT MAIN SERVICE. 27. ALL RECEPTACLE AND LIGHT SWITCH DEVICES SHALL BE GRAY FINISH. ALL DEVICE COVERPLATES SHALL BE STAINLESS STEEL. 28. PROVIDE BONDING TYPE LOCKNUTS AND BUSHINGS ON ALL FEEDER CONDUITS. DATE -0 DRAWN BY JA1 y CHECKED BY RME APPROVED BY RLira NOT FOR CONSTRUCTION ❑ RELEASED FOR CONSTRUCTION >` RECORD DRAWING ❑ s AS-.RU11 T DRAWING f-I e , y Contact: Wayne �MQyes'; Phone' #: 502-429-2883 Address: 91.12 Holly' Springs,-: Dr ? j Louisville,,, KY:'40242 CONSULT PRJ. NO. SEAL. NAME:`` : Mr: Ron L:' Bolden DISCIPLINE: r, SUE37CONSULT PRJ. NO, uc # 99264--ATX RHONE 770 279-0413 '. ADDRESS.. _ 3066 N' I ay 2a outh 8ST PRJ. NO. La-, nceville 3n 44: Sill TURF::,, DATE: Z7l 9. CONSULTANT vo PARSONS �� � �• AMU � :�V- ��I�.�� N C. �-P•Q R��" D.. � ,�� 4360 " Chamblee' ' Dunwoody Rd• a .' Suite' -320, 1Atidntd; -GA ` 30341 t• 770-458=46 2'44, - Prof, Corp.AA 000280 ,rz �t . _y 4.' N0. DATE QESCRIPTION APPROVAL r _ 0 ' 06/18/99 lows for Permit and Construction t . Y �. S R y STORAGE i .. 214 OZ � If ( II if r II < 2t .I ' u � o II t, �I • It 37 34 R23 20 6 a MS \ MS B NC_A- 4 B EXA NEW COLLOCATION 3 PANEL "NCA", 208Y/120V 3PH-4W. EMA ASSEMBLY ROOM B B VACANT COMMON AREA 213 MS o NCA— 207 V It s VACANT A. VACANT (A EMA B NAF nE 33 24 (] 19 EX 10 5 EX EX © coRRtDat �-- o 1 o EX ® Q CATWALK zoa �-7 Q g EX WOMEN Yr r171 203 TORAG ztz �a f LJ Z 202 w a¢ 39 32 25 18 11 4 EXA 2 t BELLSOMI ®EX z10 x PIONEER STORAGE & M CROUP 201 a AI21R 0 - 3A S E R V I C. E WATTS NO /� n n n n n � n ABC n n �- n n n n �' No • WATTS S E R V I C E RECEPTACLES - COMMON, CORRIDOR 540 1 2 - 648 LIGHTS -:COLLOCATION RECEPTACLES - ATX 720 3 4, LIGHTS - COLLOCATION SPARE rj SPARE SPARE 7 $ ` SPARE SPARE 9 10 SPARE SPARE 12 SPARE SPARE 13 14 SPARE SPARE 15 16 SPARE SPARE 17 181 SPARE SPARE; : 19 2,0 SPARE SPARE 21 22 SPARE SPARE 23 24 SPARE SPARE . 25 26 SPARE SPARE 27 28 SPARE SPARE 29 30 SPARE SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 35 361 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE SPARE 41 42 SPARE .PANEL SCHEDULE "NCA" CONNECTED LOAD X — INDICATES LOCK -ON DEVICES. (� INDICATES "H. " RATED BREAKER. SERVICE 208Y/120V-3PH-4W 1.90a KNA I.D. MAINS 100 AMPS MAIN CIRCUIT BREAKER ) INDICATES "0Fl" BREAKER. BRANCHES 20/1 EXCEPT AS NOTED La— INDICATES "HACR" BREAKER PANEL MOUNTING SURFACE -- PROVIDE SEPARATE GROUND BUS too - FDS ' �0 . I I I 1 EXIST NG ' XI ISTI X EXISTING EXISTING EXISTING EXISTING EXISTING I E STING EX NG E ISTING EXISTING EXISTING F!, ISTING EXISTING %q A A A 11 A A A H A H H N A -A A A 'q A q qA A1 —GPA 1 - 1E—LP — P1 — E E LPE D l E L C 1- 1— F E PDA 1E— G E LPA E LP E LPB - LP 1 E--PDB . 1 E—PDC 1 -LP1 1.E LPH ' E VFD UFp r ., ... 1 N LPB 1 N. PDB VFD VFD 1 N—LP, 1 N-LPC 1 E—TPC 1 E—PDF NO TAG VFD 3 , 1 BCU_F 04 52 9 6246 i - r }r SI.M_ OKDEIGNSAS +� NOATED: R 4 360 C ' e h- e Q nwood ambJ u ' Rd: - _ 0.� aI �'�0., 3 AHU 1C MU-1E AHU to AHU A _ 770e 458--4�t1 u - :. Q:Prbf. to NO. DATE DESCRIPTION _ APPRQVAL ,.,': ......,, FIRST FLOOR 0 06/18/99 Isaus for Permit Fti�E - - - and Construction w - #35 — 0 MCM, # 10 — 3 C (2) 4—#350 MCM, # 10 — 3 C 3—#500 MCM, #2G — 3 1 /2 C (2 4 { JB JB X `� — M, 1A to 3 #500 MC #2 — G 3 1/2 AC It a , PROJECT TITLE AT&T Collocation; Sanford•ain.C® �Yl 501 W 9thtirQet. Sanf Ord; Florida 3277' r� KEY PLAN, ld '. L= h DATE 06/ 1$8 - DRAM BY Cfou BY RME r f APPROV® BY RLB. NOT .FOR .CONSTRUCTION RELEASED FOR CO STRU.' ' '0 !�9 RECORD DRAWNG ❑ r AS --BUILT DRAWING ❑ DATABASE` 5270--RIS _ r� DRAWING TITLE - S.U. B'.,`GONSULTA�� L�TRICAL R15�I� p�ACRa�I� ' - Tti /\ .T T� Y^7 w'' T •`T '1�.:'..T "/'�I I'T '1� T'T1 •s'1 Tti i•Si v ... •.A , I ^ ^ i�T'•'!♦ I I FAN SHUT .DOWN INITIATION ZONE (TYPICAL) 120VAC TO BUILDING ALARM PANEL HORNS AlFIR E Ant ME � , " - ., � . ,I'' I 1, - � . , � I 411 ", ;�, - � 11 " , , � � I - ,� , �,, . , 1�:: " � . � - , ,. , � , � ;,.- . �, , " , , , , --� I �4 � , , 1. " . . . :. I ". � : I I ; I - --�. I . , �,�, �,ljjlt" ,-)-. . I �,,.,: I . , _�, " , . . , - , � . � � '. , , , � . I .., ,;, �11 , .1 : _�; '', : �.' . � t *t - , I 1. � " , -, �, � :,,�, - - , '' I I , I ��'. , � � . - � , � " 7 . . . � . " , - , � I ", , "': -, � -, :- � I , I - 4 , � , , � 1, , - ,� , , . I .I- ..", , �1, I. . , . �, I , � � , , ;_ , . .1 - I . 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G N O f .. r9 EXISTING DITCH 6' +► REGRADE AREAS TO SWALE SOD SWALE & DISTURBED AREAS 3 SWALE SECTION N,T.S, J OVERFL❑W �- OVERFLOW 5' SWALE (1' DEEP) ---- PROPOSED GRAVITY SEWER LINE I REMOVE EXISTING ABANDONED UTILITY VAULT FILL AND REPAIR ANY UTILITY LINES AS REQUIRED, CENTER LINE OF 8TH STREET PROPOSED 5' SIDEWALK PROPOSED RESTROOM f (SEE RESTRO❑M \ PLANS FOR C❑ASTLINE PARK FOR CONST, DETAILS) 412 Sq, Ft, • � (Proposed) ..- 8,0 WIDE APRON \ PROPOSED C SHELTER (SEE PICNI SHELTER PLANS FOR COASTLINE PARK FOR CONST, DETAILS), CONCRETE APRON 19• , 6' CURBING 25' RAD, (TYP Sg• \ TYP. EACH SIDE 15' 5.0 FFE _. 21,0 -- 88 F F E s o(i� 20� STOP SIGN 57' A 21,0 Y r �0 �n F 28. 24,0' 21, aJ / 60.00' i 125.94' � O 9.0' _ 1' o 77.40 EXISTING°o 1201 TYP>L STOP BASKETBALL: 4• COURT -- °/° 6300 Sq, Ft, / LANDSCAPE(PLANTS) (EXISTING) PROPOSED MULTI PURPOSE -- PLAY AREA -. 3942 Sq, Ft, 100.0' a (Proposed) (FIELD VERIFY) EXISTING MULCH BY_ -TREES TO BE OTHERS --, REMOVED PROPOSED BASKETBALL COURT .. a .. BASKETBALL GOAL EXPANSION -- FOUNDATION (4 PL) 2700 Sq, Ft. BY OTHERS (Proposed) - PROPOSED RETENTION POND (FUTURE) (BY OTHERS) NAME DATE NAME DATE DATE BY DESCRIPTION DESIGNED DRAWN BY R. WALTER 11 /98 BY D. SWEET 12/98 CHEC ED R. WALTER 11 /98 CHECKED BY R. WALTER 12/98 SUPERVISED BY- R. WALTER EXISTING TENNIS COURT 15,960 Sq, Ft, EXISTING TREES CITY OF SANFORD, FLORIDA DEPARTMENT OF ENGINEERING AND PLANNING U 0 I CITY PR❑J, N❑, SHEET NO. 1 SITE TABLE: TOTAL ,SITE ACREAGE: 7.9AC EXISTING IMPERVIOUS EXISTING TENNIS COURT: 15,960 Sq. Ft. EXISTING 'BASKETBALL COURT: 5040 Sq. Ft. NEW IMPERVIOUS, AREA: PROPOSED'BASKETBALL COURT EXPANSION: 2,700 Sq. Ft. PROPOSED .t3ATHR00M AREA: 412 Sq. Ft. PROPOSED "SHELTER AREA: 880 Sq. Ft. PROPOSED SIDE WALK AREA: 845 Sq. Ft. PROPOSED PARKING LOT AREA: 3,480 Sq. Ft. TOTAL PROPOSED INPERVIOUS AREA: 8,317 Sq. Ft. 2.4% OF SITE TOTAL ' EXISTING IMPERVIOUS AREA: 21,000 Sq. Ft. 10.1 % OF SITE City of Sanford EXISTING RAILR❑AD Engineering and Planning Depa>rtme�t ns C Approved by: Approval 1. subject to: All construction MUST meet all current City of Sanford Codes, Land Development Regulations anJ 2. other codes as they apply. Contractor is Required to obtain and maintain all permits on site (City, County, 53RW1b1D, 3. FDEP,FDO'T,ACOE) as applicable. Contractor MUST call City of Sanford Building Depamnent (330-5656) for` final illspeeti00, 4. 5. prior to occupancy. Call Sunshine 1-800.432 4770 for utility locates prior to any construction Building permit is required for any above ground structures which shall include any development b. buffer screen walls or enclosures. Site development plan approval shall become invalid unless a building permit is obtained withill 7, twelve (12) months of issuance. Traffic intertuptiou shall be kept at a minimum and In accordance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, and FDOT Roadway and Traffic Design 'Standards. MOT plan to'be submitted to engineering 14 days prior to any street or lane closures. M. Contractor shall be responsible for all OSHA requirements and the Florida Trench Safety Ad. .PROPOSED RENOVATIONS FOR- COASTLINE PARK SHEET 1 OF 2 9TH. ST SANFORD, FLORIDA n F;r y J �c } ! r F !r • jj .. 12" ' COORDINATE POINT DATA FOR CURBING IS LOCATED INSTALL . WHEEL SLOP 7.0' FROM AT THE EDGE OF PAVEMENT — ASPHAL T % CONCRETE FACE OF PROPOSED BUILDING t 25' 1/2" EXPANSION JOINT WITH SEALER 2R .� , 5" THICK `� c� TO BE'INSTALLED WHERE CONCRETE :. .a.•. TRANSIT/ON ABUTS CONCRETE : , :. •. 1 '. -.' { •': 8" 6'-0" LONG'PRECAST CONCRETE WHEEL STOP (3000 P. S-/.) W/TH BASE 10' PARKING STRIPE TO BE 4" kW11TE 2-5/8'� D/A. HOLES 1' FROM ENDS ; ? TRAFFIC RATED PAINT TYP. � 12" JV 3.25" 4" 3.25" 90 ASPHALT `CURB TRAIVSI TION STAB/L/ZEO SUBBASE 18 . TS r ,. STRAIGHT PARKING STALL DETAIL 3" 4.5 >' ,� PARKING BY T YPE D CURB DISABLED ` N.TS SCALE' 1"= 20' 2 - ,4 BARS PER I T 1/8'. 4" WIDE (5' 6' LONG) " ONLY > 2 ~ TOOL Wl TH 1/8 RADIUS OOPS/ 1.25 DIA. CONTROL ® EVERY 5' DEPTH — 9/4 _ L ONG'PINSD/A, x 1 =6 r -` ON CLEAN RASE ° o ° ° WHEEL STOP DETAIL 250 FINE „ N. T. S. 6 CITY ORD. 3211 } - 4'" yrYPE A_' FILL %,WITH ` Jo/NT SEALER, w EXP. JOINTOE VERY JO' 5.01 '' WHITE PAINT TRANSVERSE CONTRACT/ON OR LONGITUD/NAL JOINT, SAWED OR PRE —MOLDED. FILL W/TH JOINT SEALANT. - HANDICAP I SOL A TlON �EXPA NSIOE JOINT '• 5 R PARKING SIGMA GE ' N. T, S 16" DEFORMED nE BAR TOOL WI TH 1/8" RAD/US� CENTERED ON JOINT N. T. S. 0 0 0 1. ALL LETTERS ARE 1 " SERIES 'C" PER M. U. T C. D. + 4" .3, 000 PSl HA NDI CA PPEO ° F _ colvcRETE PA VEMEN T S YMBOL DE TA IL TYPE- 'B' 2 TOP PORTION OF SIGN SHALL HA I/E F�EFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND BORDER. 1/,z" �XPAn; ;aN �O,, r. iYF1ERE ABUTTING, CONCRETE 1/4 R 1/4 R N. T. S. J. BOTTOM PORT/ON OF SIGN SHALL HA VE A REFLECTORIZED (ENGINEERING GRADE) • 4 • '• • . ', ' ' 4 • - TIED LolvciruDiNAL colvsrRucnoN ✓oiNr AND TRANSVERSE coNSTRucnoN ✓oiNr. WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. , „ , _ •: X,0,\ ya�i� pia ya . EDGE OF TRA I/ELED 4. FINE NOTIFICATION SIGN SHALL HA VE A REFL EC TORIZED (ENGINEERING GRADE) STOP BAR TO BE PLACED WHITE BACKGROUND WITH BLACK OPAQUE LEGEND & BORDER. } ' BACKFILL: COMPACT TO 959 c // ^ CONCI? TE WALKWA 16' 9~ 7- 1-J/4" RADIUS SAME SLOPE AS ADJACENT PAVEMENT (� 1D I 6. 0' FROM EDGE OF TRAVELED WAY (TYP.) 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE /N ACCORDANCE WITH SECT/ON 24-23 N. zs j/4" RADIUS t/4" RADIUS ASPHALT PAVEMENr �2" ' I 2Q� o ° ° o o ° o 24 " WIDE WHI TE REFLECT/ ICE OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M. U. T. C.D.). y ' 4' CONC.: SIDEWALK — = STOP BAR (SEE PLAN VIEW 1/2" RADIUS 5� CONCRETE _ � 1/2" EXP. ✓NT. BASE , � TYPE 'C ' FOR L OCA TONS) (C2 PER FT. LONCITUD/NAL KEYWAY CONSTRUCT/ON JOINT FOR = 6 N PAVEMENT 6 INCHES OR GREATER. STRAIGHT BUTT —_ ' 6" SUBGRADE TYPE JOINT USED FOR 5 INCH PA VEMENT OR LESS 14 ;4 , 6" \-JOINT CON TROL (CON TRA C TION JOINT , FILLER /l1 � TEGRA L CONCRETE- CURB AND SIDEWA L l� TYPE "A " CURB AND GUTTER N. T. S. STOP BAR DE TAIL WZ STOP SI GN " N. T.S. N Ts. N. T. S. 5' FIGURE N-��i 4 �000 PS/ CONCRETE (5' OFFS17F WALK) 1/4" RADIUS (TYP) Z HANDICAP SIGN AND PARKING SPACE STANDARDS 1/2"' £XPAN5/0N JOINT 4" TOPSOIL WHERE ARUTT/NG CONC. FT W Q Q EXPANSION JOINT W J 1 1/2" ASPHAL T + 4q. l 1 4" PER / ..... I I Q O 6"x6 X1.4x1.4 W.W.M. = Q SLOPE PER PLANS �/ t I 6" SOIL CEMENT BASELc) TO 95x 10 = h N BACKF/LL: COMPACT 7" FOR CONC. WALK WA Y 8" FOR DUMPSTER PAD ZMCOMPACTED - — ---- ----- ---- ----- - CONCRETE SIDEWALK 12" COMPACTED SUBGRADE TO 95� MODIFIED PROCTOR AASHTO (T-180) 5' 3000 PSI CONCRETE TO 75 PSI W/FIBER MESH 2 1/2' 10, _ _ 10' WITH TOP ' 6 " STABILIZED TO 75 P. 51. °.° FLORIDA BEARING VALUE 3. 0, PA VEMEN T CROSS SECTION N. T. S. — — NOTE' BLUE r 12' I 4' WHITE THICKENED EDGE TO BE USED A T ALL CONCRETE TERM/NA TION POINTS — — j MITI. t 5' @ 4' O.C. WHERE CONCRETE AND ASPHALT ABUTT ONE ANOTHER. !2" 4" CONC. JGOO PSI - ^, ON CLEAN COMPACTED " SUB GRADE W/ LIGHT BROOM FINISH CONCRE TE PA l/EMEN T TYPICAL SECTION EXlSI1NC 6"MIN. PROPOSED N. T S. m m X 3 • -. a .. a . . 4 ' BACKFILL: COMPACT.10 95X IJ DOWEL ® X-0' O.C. T L 1 4~ 2" 4• 4- 2• 4• EPDXY GROUTED INTO EX/S77NC SLAB PROPOSED HAND/CAP SIGN CENTERED FIGURE N-15 ON PARKING STALL STRIPING (TYP.) PASSENGER LOADING ZONES CONCRETE BASKS-TBAL L COUR TJOIN T 20' MIN. Z N. LS. CONCRETE BUMPER GUARD F.D.0.T INDEX No. 300 ; --'---'--_1 _ 6 1/Z" RADIUS (TYP) CENTERED IN STALL EXPAN570W ✓DINT TO BE INSTALLED 6• ASPHALT/CONCRETE I WHERE ASPHAL T/CONCREIE- ABUTTS CURB — I • 2' (TYP.) F City of Sanford, Florida FIGURES • - � �- '' HANDICAP. FIGURES AND Dept. of Engineering N-14 & SUBBASE `- ` and Planning PASSENGER LOADING ZONES N-15 EEgpd .. N-31 12" HEADER cURB CONCRETE BUMPER GUARD PLACEMENT DETAIL N.rS N. TS N. T.S. JDATE ENGINEERING STANDARD DETAILS 11/98 R. WALTER ENG002 DRAWN BY: D. SWEET r , r4, s SITE TABLE: TOTAL SITE ACREAGE: 7.9AC EXISTING IMPERVIOUS EXISTING TENNIS COURT: 15,960 Sq. Ft. EXISTING- BASKETBALL COURT: 5040 Sq. Ft. NEW IMPERVIOUS AREA: PROPOSED. BASKETBALL COURT EXPANSION: 2,7004 Sq. Ft. PROPOSED BATHROOM AREA: 412 Sq. Ft. PROPOSED SHELTER AREA: 880 Sq. Ft. PROPOSED SIDE WALK AREA: 845 Sq. Ft. PROPOSED PARKING LOT AREA: 3,480 Sq. Ft. TOTAL PROPOSED INPERVIOUS AREA: 8,317 Sq. Ft. 2.4% OF SITE TOTAL EXISTING IMPERVIOUS AREA: 21,000 Sq. Ft. 10.1% OF SITE 0 s s` 8" COORDINATE POINT DATA 6" FOR CURBING /S LOCATED AT THE EDGE "OF PAVEMENT _ ASPHAL T / CONCRETE 1/2" EXPANSION JOINT WITH SEALER rl R ••� R 5" THICK 2 5' TO BE INSTALLED WHERE CONCRETE ;..�.. a CURB TRANS/TION ABUTS CONCRETE: ' BASE 1 12' TYPE "D " CURB N. T S. 1.25' D/A. — 4" WHITE PAINT 154 8 " fi HANDICAPPED 4" 3, 000 PSI } GDNGR� TE PA AVE T SYMBOL DETAIL i/2'� EXPANSION JOINT / WHERE ABUTDNC CONCRETE 1/4 R 1/4 R_\ �t � tl; k BACKFILL: COMPACT TO 95X y CONCRETE WALKWA Y a F N. T.S. 4 ", CONC. - IDEWALK 5. 1/2" RADIUS fy CONCRETE 1/4" PER FT. 4" I 6 4 6" 'I/V TEGRA L ` CONCRETE CURB A ND SIDE WA L K -N TS . 4A >. 5' (5' OFFS17F WALK) 1/4 " RADIUS (TYP) r:Y 4" J,000 P�/ CONCRETE EXPANSION JOINT . 4" TOPSOIL WHERE ABUTANC CONC. 1/4" PER FT. ;r BACKF/LL: COMPACT TO 95X t� Y ( CONCRE TE SIDEWA L IK - y t + r �r 4" CONC. J000 PSI ON CLEAN COMPACTED SUB GRADE W/ LIGHT BROOM FlN/SH 3f 6'MIN. PROPOSED EXISLNc d d 1 A":' 0SWOa ° 8ACKRLL; COMPACT TO 95X IJ DOWEL ® J'-0" O--C. EPDXY GROUTED INTO j. EXISTING SLAB t r CONCRE TE BASKETBALL COUR TOOIN T t rs" 1-3/4" RADIUS SAME SLOPE AS ADJACENT PAVEMENT J/4" RAD/US I 3/4" RADIUS t I � ASPHAL T PA VEMENT 12" BASE ' 1/2" EXP. JNT. ° T / JOINT FILLER TYPE "A " CURB AND GUT TER N. I, S. C (ING STRIPE TO BE 4" WHITE TIC RATED PAINT STR,4/GHT PARKING STALL DETAIL SCALE: 1 "= 20' 1/8 "-1/4 " WIDE --{ CONTROL ® EVERY 5' DEPTH = 914 0 0 Q 0 0 TYPE A' TRANSVERSE' CONTRACT/ON OR LONGITUDINAL JOINT, SAWED OR PRE —MOLDED. FILL WITH JOINT SEALANT. 18 " DEFORMED TIE BAR TOOL WITH 1/8" RADIUS—\ CENTERED ON JOINT 0 0 0 0 0 0 TYPE- B' TIED LONGITUDINAL CONSTRUCT/ON JOINT AND TRANSVERSE CONSTRUCTION JOINT. 19 ,20 0 0 0 0 0 0 0 T YPE 'C' L ONGI TUDINAL KEYWA Y CONSTRUCTION JOINT FOR PA VEMENT 6 INCHES OR GREA TER. STRAIGHT BUTT TYPE JOINT USED FOR 5 INCH PA V£MENT OR LESS CON TROL ICON TRA C TION JOIN T N. T.S. O Q QW EXPANS/ON JOINT 1 1/2" ASPHALT Q O 6'"y6 xI.4x1.4 W.W.M. a Z Z Q 6" SOIL CEMENT BASE 7" FOR CONC. WALKWAY 8"FOR DUMPSTER PAD 12" COMPACTED SUBGRADE TO 95X MODIFIED PROCTOR AASHTO (T-180) WITH TOP 6" STABILIZED TO 75 P.S.I. FLORIDA BEARING VALUE J. 0' NOTE.' THICKENED EDGE TO BE USED A T ALL CONCRETE TERMINA TION POINTS WHERE CONCRETE AND ASPHAL T ABUTT ONE ANOTHER. CONCRETE PA VEMEN T TYPICAL SECTION N. T.S. 1/2" RADIUS (TYP) , — ASPHAL T/CONCRETE EXPANSION JOINT TO BE INSTALLED —� WHERE ASNTAL T/CONCRETE ABUTTS CURB Q 12" HEADER CURB N. T.S. INSTALL WHEEL STOP 7 0' FROM FACE'.OF PROPOSED BUILDING - 6'-0" LONG, PRECAST CONCRETE 10.5 " WHEEL STOP (J000 P. S.I.) W/TH 2-5/8" DIA. HOLES 1' FROM ENDS J.25" 4" 125" - J" 4.5" a s 2 — f3V4 BARS (5'-6 "" LONG) 2 _ 1/2" D1A. x 1 '-6" LONG PINS WHEEL S TOP DE TA IL EDGE OF TRA V/ELED STOP BAR TO BE PLACED 6.0' FROM EDGE OF TRA VELED WA Y (TYP.) 24 " WIDE WHITE REFLECTIVE STOP BAR (SEE PLAN VIEW FOR L OCA TIONS) S TOP BA R DE TA IL W/ STOP SIGN N. T.S. PROPOSED HANDICAP SIGN CENTERED ON PARKING STALL STRIPING (T �"' ' c/ nOC OCR R1 d AI C 0 JVVV r_)1 t.v/vu1tc /L W/FIBER MESH PA VEMEN T CROSS .SECTION N. T S 'ONCRETE BUMPER -GUARD D. 0. T. INDEX No. J00 .ENTERED IN STALL ?' (TYR) CONCRETE BUMPER GUARD PLACEMENT DETAIL N T. S 12" 18" $250 FINE CITY ORD. 3211 HANDICAP PA RKING SIGNA GE N. T.S. 1. ALL LETTERS ARE 1 " SERIES 'C" PER M. U. T. C. D. 2. TOP PORTION OF SIGN SHALL HA VIE REFLECTORIZED (ENGINEERING GRADE) BLUE BACKGROUND WITH WHITE REFLECTORIZED LEGEND AND 8ORDE4 J. BOTTOM PORTION OF SIGN SHALL HA VIE A REFLECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAQUE LEGEND AND BORDER. r 4. FINE NOTIFICA TION SIGN SHALL HA VE A REFL ECTORIZED (ENGINEERING GRADE) WHITE BACKGROUND WITH BLACK OPAOUE LEGEND & BORDER. 5. ONE (1) SIGN REQUIRED FOR EACH PARKING SPACE. 6. INSTALLATION HEIGHT OF SIGN SHALL BE IN ACCORDANCE WITH SECTION 24-2J OF THE MANUAL ON UNIFORM TRAFFIC CONTROL (M. U. T C. D.). i FIGURE N-14 HANDICAP SIGN AND PARKING SPACE STANDARDS w Yo..a •/� �3� 2 1 /2' 10, _ 10`_ BLUE _ 4" WHITE `'"� 12' j - -N.-1 5 - @ 4' O.C. -W w- w m m 3 4- T 2" 4- 4" 3 2-14- FIGURE N-15 PASSENGER LOADING ZONES 20' MIN. z { i t � a t I JI-Al City of Sanford, Florida HANDICAP SIGN/PARKING AND FIGURES J � Dept. of Engineering N-14 & and Planning PASSENGER LOADING ZONES N-15 . {' GOO ` _ ICI-31 a P ENGINEERING STANDARD DETAILS DATE 11/98 R. WALTER EN0002 [)MWN BY: D. SWEET 4 1 0 0 i j�2 � �,�� ' c..�. Sri � � , ���_