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A-= pritijisH Sw AREA 520 5 WAIL'- AT :c:,ILE-,) -SHOLP 5e IaO A, T, 77 MA5owre.Y SHALL Rar-ElvS c-fyr--,.-,um A/AL.L50,%j-,F7 OVER IA2�P. -r�4EF<S7KiPPtIJcw Ro 41,1 jajt-4-r�5 fIti r-ILLEf; 4140 5AWPIeL.) r4,Ie`6�•y Fnwk TP_fJAWT5 1- Sr-, PERIAAF-TEFL WEA ZE t 4, (A.7 HERAD AND AII4P L;)ar_0RXrIt,1G EkALL 1-3S FLRtQ16WEP I, It It _j S1,41: t -ttI k j qA'FYIdF IMF, R� �m 1;, 2,Y. ♦VnV3�, k T M!, I Ilk v� 2Aftt, , tli -I'l 1A, I my, "Zq �,J I Vk✓4, " It "�4 % J ate 4 F. MIN f 7 e_P U I Lt)t"a h. pf z ig.Ii PL KE7 4"" 31 .t, j,m. It -R, .K A F, FLA Q E: LTV � J H _j t E-_ FLAZA t)LrDa. L- DATE DRAWN REVISION PY I CK, '/T 4 ...777- 7-3--25 DAI[ SHEET NO- DRA',N N Sy Az, OF I JIFFY BLUEPRINT 11-7-1 a .vx 4 yBry� .. +yam, ..ram'`.. 5,.. ..._ _ �a`iE, - .9v:x �,� �,. _..,. .'A° . .f .. .. -.:. .:..., .,.. -�. _ .. mow•.. g �rr, �r a 1 nx". a. `m, k�.. x. ". �,^n f rs!?Isc aYr, i"•s?x~�n.h-'� . �. aF�i-.�s"�;iXs JULIAN C. JOHNSON CONSULTING ENGINEER TAMPA, FLORIDA PHONE (813) 837-4474 R 0 r --} --�-- - -1I1 --- H __{---- I 1Rx18 j�.j�Ec tc 170o FM -•cam sti��'; MP' 1/20t Folz PLGI.) 0 F -7H!S SF'/SGE_ I it IL I I'2dc� FM I +-- - -- I a , 2oZ 1 — - -- - �� t..-.A/C FI -r, f,--4 iTir SA WjYCi`79 —f — ---! s tY4-x-4� T_ ULti, (? T p c�CFIM 2-$eLEc. kdb "t C � 'R'a rG Yp Y P u' •iY , ��, A/c. V4 s A ref F- '�` � �' „' WOTFS- �vjj , I - A/C f, t-a UNIT-':; I6't' 7Ch:4S,NT. CAPAC lT1E: E-CC• INO1CAl f/vp l_,t�ol 2-QuCTWd2K' GALV. STEEL. CC>N'y T'RUCT kl IWSTALt- A-0 PU l-.",�• A'S I -A I� A F_ E '5 M A C. t,.t A fe E C CO M N1 E N 0 AT t b t,. us r�r �` 3"bUGT INSUL ATIC_'.N I"Fc�16 1=A'`i<M L% FL[.)( 1ESLF' F71(3)r2 P1 LA5s6y�`i�k INSTALL 4- pIFFV SE(25 TITUS TMC><"-54 W?V.C, O, It AIR, OCF LECT02 , ' '"s it', 'i •*' rc-,i 5-fz-A.GRILLG". TITUS iR Fd H---r Vv/h-tLTCRS. emcSwtC7C I--xTt;?^ SCT OF F I LTC (2'R f-' i• /-G 1.1 U KI IT. C, - F- O ,_, r v . -r +' -, -'., , 7 T_7 A f7 - ,- t,n n,. !- I .Q c--r F_ S, .T. C F`.:_ r- . j 1E*GHl1NIGnL. [:�-,LI.JMF� I Q 6 rli_/.l-i MUDANO AS SO ARCHITECTS ENGINEERS t't.ANNERS , a t-,» FL z� L D Gr lc) �.- - -- l 189 N. E. CIF YFIAND SFRk —ET CLEARW ATE R,FLORIDA 39515 �. i � T. Luc 1 r-- s ' ,+ v V,'" ✓ r � S�vJrc(L A110 �AAkE: Lot-loJ�crtto�! 1 IJAttl Aao KAA4e: Corlr�cc,-totl w/t Li 3 g , /4' WAT-Q- ti-A&Tafz 3�VT2 Pi �- P } ytY ie:si-P, !—/IAL39—AI"� k� 1 rN PA27, PLAN? dt-Af3►I�� i f rsb I I i � LLJ 31 V� EX arZr c� EPLILC- WATER CLOSET - rLQ-51r4'fAI-JV- - FnLOOrL i-ir2uij-rEO� +f AQQ 5sv2 03`2 WaIT6e SCAT• /S StRIJATES; 02. ItCl01-e-Q, 1-a1l.lt 1-AL1 k,-A GOIJLJ�T O I �5: ;µk V2atJe " vJAST '/,z GOLD WAT\-:Q, k 4y I ' e-2 LAv/A T02 ( - V/ALL �UtiiG - 20" X 18". A0arz STA1 �a .. 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TrZAVE12TEX �5t13f FCZpST WFI IT E 1 2 � >' 12'' M t fG' +i L x,. 4 'sue TYPE iA' GLA9`S i TYPL� �TYrm. 1— I Q 111 j s N f { 'ra• ,g CeLA53 GLA55 '-- ---- rTYPE'3 GLAg � f L� 1 C� -- 2 - 4 ' -r u m S. y.� r I i 4\� � :', !I`*�TI±��JK r C�r�%.TI;�F•� A i J : : I I �xvoscn co1.+c. LO GK. i i' �j } 4 V4" L-I1GH I. 7, , N r->- i V.:.r. h. r✓�" a" p,l 1ILC7i>ZG_, LIhJc_ r : 1 (c11`2: i't P3•'6. $ 20'4'/2° COL. .7_4,. 2x4 20•.3 .q.c r`_... ,t, .^G.. ._. {.'. .-"•.. a I vr Y3LOGI< WALL-� ,Tj--_-_ _- __ _. __ � -..._ _ -_ ___.. y _... _. _ . _�-.._ -_._ � - s _g;. ',•`,±^. z - n � � K a x A S^ I-L-Oor. �L..AN 1GALG '/,a _ 1'_0• MUDANO ASSOCIATES, ARCHITECTS, INC. r ARCHITECTS ENGINEERS • PLANNERS 1109 N.E. CLEVELANDEET CLEARWATER. FLORIDA 33515 k UZT. JIFFY BWEPRINT EVI02 1000 3-73 G y r_ Cw 1/4" = ! � �� " 0_2 ') T-) __j : TYPE ,4 GLASZ J 4':'C:c I A '..,". #i. a, r-, ..:orT +tit y,lru GaH�-• M61yT�tz. �SF'G MEC.. ^il '.x4 'Sr_'U S. •> y2"c7ti i' ':��=ar cu?u4 ed' I ye, 201 WALL A(3OVE ------------- '7`-0"-GpHYi7E Mr-NrorZ-9 3r2 r3,F. Mii r3LLJE OMIT OrZYWALL ^_. 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G kky E)k UG INC:, SHEET NO. A R C H I T E C T S ENGINEERS P t A N N E R S w-v" Z I I CIEV A CLEARWATER, FLORIDA 335 15 DRA�N By , xw,� 7. u c. (EE DATE 0 —1 REVISION DRAWN N CN OF -Z C,41' tFY BLUEPRINT EV102 1000 343 'cc kri An 43 k Q VZ% SM 1,AJ/ 34-" C UZR 3 tv I-ryl 7 IZ 0 V,1 T e L "T'lls. I? NA 1 411 e 81 �5 J �vg L] T- -31 Fl! , PAIIJe 14 V P A r 4 //-a" AFF 2 eLz, V He ^147-14-07"AEFD .-Ar,o' V4'4- ROBERT P. AFFER, INC. CONSULTING ENGINEERS TAMPA, FLORIDA L I G H I I N G FIXTURE SCHEDULE ' LAMPS VOLTAGE M 0 U N T I N G CD INPLIT % REMARKS MANUFACTURER CATALOG C�, ED Qc L) Z NO TYPE WATTS c.0 &3� t"X1 w R' 6 HE I GHT A Femco K-496 F40DIX 400 X X Susp. IY1 B Femco KW-296 200 X X SUSP- 1Y' / C Femco GTF-248 "WX 100 X X 9 -OAff A 2-? D Femco K-448 4 F40CWX 200 X X Susp. 11z" E Lightolier 6700 2 60A/99 120 X X IS F Hubbell 198-160 1 60A/99 60 X X G McPhilben 43-46 VTC I 100 XEnr 100A/99 X f VP 5 H McPhilben --7-11 1- 20OA/99 200 X X J McPhilben 45 Series 2 20T&-2 IF 40 X irk Day-Brite 5016 - -- Furnished X r�t� 20 X V -- - - 150 -- X X K Lightolier 7780 --- 1 — PAR38FL L Big Beam 2M6N20 - Exide Minigard MDL MG2 X �PANC-L mv Zi Al 1 ELECTRI CAL LEGEND SYMBOL DESCRIPTION M 'RN Duplex Receptacle, Hubbell 5242, +18" ILION IL 1; Flush Floor Outlet Lew DBF imp, 55 0 U rd • (2) Junction Box, Nepco 800; w/3/4 0 Nipple 112 A.F.F. 1 TI! F Term. in 2'x4' Handy Box; Leave 12" Cable Tails Clock Outlet, Hubbell 7707-SS 13 A W, Junction Box, 208V 6 Wk Sign Outlet V1, Junction Box; Flush w/Floor; Separate Green Ground Wire Back to System Ground 120V 2W-20 Amp. ,F 7 -f, Telephone Wall Outlet (!f Telephone Floor Outlet Thermostat; Gray to Approve Location(s) Junction Box, 115V RISER DIAGRAM NOTES 77 Switch, Hubbell 1221; 120/277V 20A, +54" UON 1. All conductors shown are copper; Type THW insulation for #8 AWG and —4- Switch, Hubbell 1221/736; w/Pilot Light, +54" ILION Type TW for #10 AWG and smaller. A 3-Way Switch,' Hubbell 1223, +54" ILION 2. Fuses for motor circuits are Bussman dual -element Fusetrons; for feeders and heaters, use Bussman renewable -link cartridge fuses, non -interchangeable S + Lighting Panel type. �2 I r2Z Distribution Panel 3. Make all feeder taps and connections in pullboxes or wireways; do not use switches, controllers or contactors as junction boxes. Push Button, 12V, Edwards Co. t 4. Install all grounding per Article 250, National Electrical Code. CID Electric Bell, 12V, Edwards Co.; w/Low Volt Trans. 5. All equipmert ar(, 'Z(,.are D. 4,,; 4,, 4 Fluorescent Lighting Fixture, Surface Mounted ;Z Incandescent Lighting Fixture, Surface Mounted P, incandescent Lighting Fixture, Wall Mounted k A A Incandescent Lighting Fixture, Recess Mounted 4 n 'q, Exit Sign, Wall Mounted 41- ar Indicates Lock Bar Circuit at Panel A 4k T 03 7 M,ky D. `L, V% 5 J 2 A er ILl to Alr_ c)&)17' a0'! Alr_ U l',L,.) IT 1 2 t� 1 2 ;It (5ACA J 251 (SAGA 12-3) �)LG — t I 6 20 Kw 0 A A 11 2/P U r-r 4-1 4 �W4 eM, -, , 17 � IIII 1 A 0 A 61 _J C4 PA. 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I I � 1'1�1 I � - I I i, 11 ,�� - " �(, - , , �_ hting Fixture, Surface Mounted -----I-- - .14" "." - � 'j, f, X `,, ,-, ,� '�'�,i�� I ,.'�b , " , ,, I � 'ir _* ,�,, , " , , , - ii .�4 _�,, F�,, " t�i, -, D - .1 71�i �0 ,? % , �� ,.'', , , 7 1 _Iii 4 . ��,,r,,� � ,,,, ell 4 , - -6,",1,,;,' I " , I i,;� , _, r 1, I,, � ________ _.________1____.___._ _______ 11'11'1 ��,�. - - i Firgenc_,, ! i�t - — ____ , ��'��.'� 1�, , i J�_Ii_ .1 - �, ,., ��,,- , " � ,'� � I I 11 I 1�111 - , ii 11 , I , `t 1, , I � r . _1 I _ 1�. _�_ i Z_ - ,,� �', . 11, � 11 � 11 m ,�� . 11 -, __ _ ____ 4" Bell ',�, - I I El i � "��,,, � I .... i� � ,., I ; '�i if �� I -111, - - I - I h, Heavy Duty, 20 AMP, 277V ____ — , I I � ,, I � - .111, . _____.__ _ -�-_ � --- I I -.- _ ___ L I G H T I -A G F I X 1 U R E S C 11 E D U L E - I � I 'Jay Sw I r _____ - 9 ___ _____ I— -------,----- - ___ _____ ____1.___ n, Heavy Duty, 20 AMP, 277V ___ - __ __ ----.-, _. - -_ -_ ____ — __ � -.--- ______ --.-- _J LAMPS VOLTAGE M 0 U N I �� - . - - — , nTR Time Recorder i5 MANUFACTURER (:D � 1-Go I � ;X, S" � i4fy #88, W/#P-90-�2,2 Cover INPUT ---- __ �.- — , -------- ,---- --- -_ NO TYPE WAFTS " "`1 cc = � " w I-- R '-- HE I GHT I M Floor Bu I ,, ', ,, ,1 I . 1=1 - —_ _____ ____ - ____ __ --- - - -_ _ - - -_ - - -_ - — ___� --- I --- I---- ____i,___.___.___ A Crescent 200 X X 2" Spacer l I = Distribution Panel -1 . I----- _ - _____.______ ____ - - ------------ ____ --- -_ __ ------- _ _______________._________ ____ _ ______ ------- I ---.---- ____.1 _ --------,.----------------------------,--- .________________________ -------------- Aluminum ,--C-, I R 100 X X 2" Spacer Cover_ . - ,---- - - --- - - - -_ ____ -.------- --- -,--,-,- -_ -_ -_ - --- _ --- - --- _ -_ -_ - -_ --- -_ - ___ -------, — ,-- T----� I — - __ _____ - - --- - �- __ -_ -,-- - -_ - -_ —_ -, — --- , - ____ .- ____ __ --- - --..- - _ -_ __ -_ - __ - _________ Clock Outlet w/Hu - — -- F 50 X X __ ,-- C--� . - - ------,-�-.�-�---,--.-----------�--------I ------- __ - � -,-- -----------.--, ____ - I --- , -- - - ____ - --- - - -_ -_ -_ - ------------------ --- - -_ -,------------ - ------- - ____ _____ __ ,--M---, 1 Raceway for Microphone D Crescent 100 X X ------- - __ - I i ------- — _____ - _ -_ _ --------,- -- ------------ ---..-- - -_ - - - - --- - ____ __________ ,�S--, Raceway for Signal ____ ______ ____ --- - _ -_ -.---,-, , - -_ --- -_ --- - -,-- --- _ - -_ _____ - -_ -_ _ -_ _ -_ ____ I I—— I -,-- ___ E ___r__ -_ ___ 1!9_tqphane __ __ _ 488-277 X X ________________.._ - ,�SE--,, i Raceway for Secur I _____ - � . - � ____ --.------- ------------------- - I - ---.---- -------- _________________ ------,--. ------,--- - ------ � --------- -.,--,----- ____ ,------- - ------- h Circuit, concealed above plane of plan ICL2 2 6V-DC 18 X X . 1______________ - Whe ___ ___ __________ I ____ — Branch Circuit, exposed above -_ plane of plan I—- - - - _,__,_____ , _,___,____._ -----.----- __ OT&,/ I F - -_ -_ ------- 40 __ -_ -------- -_ �` , �,iane __ _______ - - -- -------------_----------- __ � --------- E-WR-1 - ____________________,__ _________________________ ---------- X -----.---- 1____, ______ .--------------- Branch Circuit, b _� _____ __ -.1— _____ ___ � /�" PVC to Clg. Cavity --,.-- I _ 4 -----,.--,-, ____ __ _____ � ne of plan _ I ____ ________________ � - --- . --.,-- ---------- ARB33 - � - - - -_ — - --- --- - - ___,_____ ____ -_ --- 150 -.--I---..- X ____ X - -------------- ___ Detex 504R Alarm w 120V AC innut, I�V nr, nufmit, rity system ______ .I---- Dptpx "i", ,� ;uLu 1_unLri;I �)w;,,ch & Switch Strike —, __ — _ Dci.c, 1I, D 4 — __________.______._._____ --- I _________ --- ____ _ ____ -,--,--- ____ ______ - _._ - -_ - — ___ _-, � - --- __ _____ — - -TE ------- ._a ------ - t fixtures shall have a 90 0 3. 2" minimum metal spacers shall be n all surf arp-mnuntpd flijnrA,,rPnt fixtures and ceilin ___,__� _____ Raceway Fill: Eac t I identified neutral (white). Separ ay _ ways are used, gro raceway fill symbol. --.--.— -- — __ Ithe ROBERT P. JAFFER, INC. CONSULTING ENGINEERS TAMPA, FLORIDA 611, 1 "i �':' AFFY OLUEMN t I ii, � I I I I MUDANO ASSOCIATES, ARC H ITECTS, I N C - J10 � ARCHITECTS . ENGINEERS . PLANNERS It" I , ____ _ - N I 189 N, E. CLEV!�tAND ,',�RE ( X � I T.FARWATER, F ORIDA 335 5 , 11 ____ , I - _11 I",, " 1, I �,, q , - --,,�, --- � I I , I , _.,�� "i, � ,)�. ,, 1 V I . � 1�, 1i Z ". � I 1,_,A��' _ I , I I "' , -.-- , ,,��,__ I - , - - I I - __ ��4 ____ I -------- I I 11 I-, I' I" � - , , , I - I I � 11 - I I I " , , I I � 11 = , I il, i , -,I- � i , - - I - I I 1. I I I., I I . , " 11 I �_ I - __. - , ,�- , � "I - 1k - i - , � �, , �� ,, I I , . I I I go . I I - ____ "k�_ - 11 11. I 11 - " � .� � I "L,i, i 11 = . I - I i I - k� iwfflalmff@@�� - � I �, I I --- �� 'd - I-, i- I -, , I ,, , , ii, 1, , , , , - � I I ,w - " 1 i iI I �,r �_ �� : I - � , � -. I � M Z-7- 1 's ri E. p, , ,:E;, ;2,u � L.r.) � t,,� e., 4` .5ir, e--,, - ... .... ,_"' .- V �44� 1 i C1-_,:.)-i " L U c I 1-�:-_ Pt,/"N, /_/-4, 1_1�,'�f, "I'l _J,�.� 14� I I P(r-)r.Z-7' 457- Lu�,_Ie-] 5,L_nr-,�,Ili�),4, �Li " 2�111 I I I I I 1, 1, I 11 I I I � 1, I I.,.- � ��., I I I 1-1 - I - I I ';,_1 1 ::: � I r - ,M,� - , � � ", ci�,j4l',i�] -,'�-�,� I, - ','*� ��,, '? , , . - , I � I . 1 5k7i IRM I i — 1 �__ __..______,__i,____ I I � I, i I LLLL i i ':,il: I i i I � � I ON �) - 1. All outici�, dind i� lys in finished areas I boxes flush with f 2. Cover plates for c. ;og devices in he . less steel. Cover , lates in all other areas shall be galvani ea. r quired. 5. Install all switches in stock areas +5'-O" AFF. I branch circuit wiring shall be copper. No aluminumconductors shall be used. I - � i ce to fir�,4 � I ou r I � � I � 1 i I � � � 9i All branch circuits 1. EMT may be � I u be minimum 3/4" rigid galvanized. I 11. Liquid tight f all c(i,, � � ater tight racewa rigId I � I 1 12. A k-ircuit and feeder raceways must be installed parallel with or at right nical Drawings fo � , 14. All wiring, controls, starters : o conform with mechanical equipment layout. 1 ments in motor controllers shall be rated not to exceed 115% of name plate F.L.A. I rating of associatedmotor. . � I , , wires, cables, conductors, outlet boxes, security, public address, night light, emergency light, and exit light systems shall be - 1 tion hox shall be provided for time recorder (TR). The 120V clock circuit shall � I � , 18. All receptacl , stalled so as not to conflict with furriQg strips. Exact location of these outlet boxes shall 1 I i I . I excess of the N.E. 0s specified on t 4 ing local, state, and federal regulations shall take precedence and be followed when making - nst.allation. I I i . I TELEPHONE SYSTEM I i , 1. 3/4" or I" conduit Nhall � I � u nate 6" above ceiling. Conduits are not required above s� i irin(l atioIl outlet boxes shall be securely installed. 11 cold water pipe. I 4 11 6. Install #12 galvanired pull wire i I8. Complete installation uirements. Review any- ! work. . "A" flush junction box +6'-O" above floor in general office for public address 3) I" 'conduits from above P.A. junction box up to sales. 1 4. All public address system wiring in exposed areas shall be installed in conduit. - 1 "I m I c � a. All microphone cables shall be in or box' outlets for ! t I i . l rom P.A. junction box in general office to all speaker locations as follows: I Ioffice. kers and alternate speaker rows, running from front to rea 1 .A. amplifier, speakers, microphones, volume controls, and nd microphone cable at P.A. junction box in general office shall be clearly - labeled for identification with outlet box. � I I - be #14 wire minimum. � e shall be clearly tification at eac 4. Tenant will fur 1 I 0 � - I- 1. Furnish an . 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S+/E-A j5iCv Sf TE P A eJ VT nrt« i• ,sue �++ ,�{ per- �v}N .j �q rz 4 C:) S�L.;� 1'w G 4- <:) .i� +.., k..'" C ' G../ 'a„,;I t `"i ' � G't.?..-.' �,., 1 i - ^' "'f° P{„`-� tC�. �'^a ` . I '�.J E",` r'� 'i✓ i �. T�, f�, t.,^. '", _,...________.___—._�.____ _ _ ,__� ....,_...__ �' � ,, r "'' i ' t �,+' t p L�CT�!G/a ROBERT P. JAFFER INC. MUDAH0 A AIE:S, A , F EC�.r, I CONSULTING ENGINEERS � TAMPA, FLORIDA ARCHITECTS ENGINEERS PLANNERS � `r L u c (� � >L 1164 N_E. CLE VEIANp STRf b._-rRRBO ATE R, FLORIDA 335I5 JIFFY BLUEPRINT 11-73 -- -- -- -- - - v` I - RI )ER DIAGRArl N 0 T E S 1. All conductors shown are copper; Type THW insulation for #8 Al and larger, Type TW for #10 AWG gnd smaller. 2. Fuses for motor circi,{its are Bussman dual -element Fusetrons; for feeders '." and heaters, use Bus -,man renewable -link cartridge fuses, non -interchangeable type. 3. Make all feeder taps and connections in pullboxes or wireways; do not use switches, controller, or contactors as junction boxes. 4. Install all grounding per Article 250, National Electrical Code. 5. All equipment designations shown are I-T-E. i. Fri tTtjl`� f. F' lj Tr..,11 �t u.•C.? F". tlG P-74rJ _i. '1 L. 4-751 A DATE DRAWN I NO. JULIAN C. JOHNSON CONSULTING ENGINEER TAMPA, FLORIDA PHONE (813) 837-4474 JIFFY 1 l <D-F ES _ 1- A/G. If Ir4 W"ITZ fdY TENANT. CAPACITIES , E. TC- INDtC AT ED. 2- DUCTWdY.K : GALV. STEEL. CONSTT2V CT INSTA LL AS Pt- 1 AS ti 2A F_ A- ,MAC P4A R L` r-�� M M E he by A'E I+-_h1'S- 3-DUCT tWS�IL ATI" FOt1- F.%C E7C: FLEX 113LE Ftf3CIG GLASS, INSTALL AS pr'2 MFG. fZ C CC> M M G N JAT'IQ"'S. 4-DI r I-- U�FV-'S TIT VS TM DC-54 W%v. C. D. AI2 0C4V 5 R.A GRILLE TITUS MNSo CK W/Ft LTE r S, r-r� <+v tt?U C:)L T1�°A SET dF J-ILTt: {ts Fo1Z t:ACL.J. V NtT. G-E.„"�Iv. Tt; t3 rz C3A4 (?, E:'4:'-CO L. MAW AC- -. C. PT AIw%E_'.. 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F I.., -fit evi • }� }�,"-' '14: ;..;:, ,� tr `.i'�.� tj` \) �y STRUCTURAL NOTES _" , _ - I' r •. er �K �T� , +:' r . _ rti: C�VF / - I STRUCTURAL rEEL ASTM A36 unless otherwise indicated. _ , ., w :. 1 - �.-- a .�. _.� A. Fraime steel i a fi�4E!_ � _ ,, ,,, _ , l ,,. _ , � n accordance with ALSO specifications for �'' n4__ TDp1$ ; �4 '�^ th:, Design, Fabrication and Erection of Structural se <ae . sr-xo 3 gxa�rx. mdr.e. ' StI.feT for Buildings, latest edition. all-_� Prfia:.aieeto h �',� - �7i[,;:� a; ( • � , I `;- 7c BEAM .Jt-'- "G t%e*w '<•iab'?x r<�.;.. :. 2.+eCkv3,•z'X°ci �.,. - ' steel '. - ---- t. 6 Col^'�necti ol7s of beams to steel columns' and steel < sr E,e. z s.e. • ,va, c, .:: , 4 � "�` 6/JI� /t, - �-- - be-ms: Type ''B" for nominal depth of beams indicated. ».... O' I: •.a'' K-/, 4Z Y;s'Xd",/ [PG_. ; L.�BKi-/r".t P. 't"ir9"(2-i�6`Gi'... , 7V i4a ..K' :'TL1 tiG.FM / t ;.: bl;�AM ,:,:. ,;r , `-;�.s� a'zr� [■ ; i 'a L *s 3'�x�'7x?g•. C. Connections ons of steel beams to concrete columns or con- is . , . �:.� - f/Kt�. CAr.T•S ' 4tCa' 4'f`1' �- 4 -3� NKC er✓vr5 -AlK3C '-4`a' r . , . >'' J' ,,'i , " __— - A ' ".f ! +•''-9-A6>cs.;r";.: z -`:' ,-.. '' irELG Nc:r „ '„ Fnmc:I],vFr r. ----1— r Tyl�ft '1Cro for nominal depth Of beams Z" 7H ['., 2 "f`f¢A4 j 2' 7WO,J r. F'A'r'YJ..:. ,:. } a' 7C 66AN } ;r 70 E'1EriN1 - /:i a Y^F'te beams: G'! 4 4iC:+.: n :' i C a t E^ d . .� a s f ,, ;.X�' ,� Imo. i D. Co',r'nections not ind a ed ...,, .., .". ",_ �x k. ,;- z 7aJ, � (.., ,<, ,,, t+!• e ¢ - ei'+�-•�>r,+��r •1 u, ��,,.---'---, c t must be detailed to develop e: -> ., .- ., -. ,,. ,.. /^•ram s tc ) P maximum uniform load reaction for the Span of the . ,,. .,.. .' Y •. ,, >, � ...,, . , x � �-r< - 1e � wrc b esrxns (� • i � •. �,. „ me„ber' it!' c 2 a C -4 w r.A- C lv crc - i STE 0I EL a S. 1 r- ' r J /— l.r W..:' 4' /4 ( ( :Lai x ,� ,-_. ,:. , ;1/ . S. 1 .. e � 1 T 4' steel Joists Inconformance - A. Fur>z;sh j con orm;ance with the Standard ��, �• �- , � ' Wt!�:FtE "C` TYPE Coti+NB � TrON�. Ar+'.F' OF°pPd!j rTffi G'RCH OTHE,cR <tSE EQLIAG A/UMEi,�'.A., Ci' "7'{�'14C;A�1r3N " a"54t-T'3 YV�w?�.::� 7d �7E5 AT �^r. .:;. N.t. .. - _, , -'.� I 'H1Cf•I .. NOTE : , _*'; �n �.�[ se �LAI/co7z. w M .,,. •,• ry SPecific:ations for, Open Web Steel Joists and Standard '—" E,v1.73 OF7!'lEE3Gt.TB- 7NE� COIMFb[JA/D Cp,WhJE.CT/OA'J� JHALL EE 6;�JCivA?'�.[; i�''S.. C-dll, rr AFAF C-Gr11 G•GSAr :.'.•-.JJAF C-rZ.A.G. .., .:: ,`• ,-:'< �. -.. � `�" _ ,..'" EVE.�2rG7N� .�.. �-.. ..• for Speclfic.a�ions for Longspan Steel Joists, latest edi- "me''x,ut c;v^ nT 1'xBA.e. :a4-o'a. 9's - t-a-o'° r` a" •. than as adopted b the S J *, „. ! ( P Y tee! Dist Institute and ;j E,� Mt.+ET !SEAR ON , - f'Y�A:A� /wC+{ ,.& , :.•, , 1 li ,.. JV1L ArKi•r [kL1• :'3 P�«i:Gt IMfN. /� xsr wrrri W �4 c � !ricar :nstitute of Stee l Cons truction, for joists arra[e, *�+ ;[.rdruG � ,$r--, � r; V►i� .Herw .arrR Amr., = �z OUP, z' AACri]c, a "xr c : wr7F� atod, B. Minimum 'Dist bearing on steel: y t i d I ;k I - - 1. Open we steel " - P j�ists, 2-1J2 2. Long span steel Joists, 4" C joists b,Y welding as follows: Ane; rror a'Il steel , 1. ')pen W'fab Steel e 9 /' ++ 1 )c}iat>; Minimum of „B" fillet weld,. � I..','on each s�cSr. of Dist seat, _,,.,f ;.•1. .,. ,, _; t / I ;.. i- 7 i Al- AAC.4.. L 2 ,. i' 7 ,rt , on g_ F ans t e e a ,'t, a; s t s Minimum of 1/4" fillet '..,� , ,„..•- e - .. y , ,. ° .,.x:. :. SKLL7C pC, n .,,:a ' ,. ,: ' t'.P Est-.iO: Fl: • a , ; . , i ',d e l C9 i° .r long, o n each `h side d f ; , c e a joist seat. � --= °-a dA•e. J _ _z- z s D. Bri dging- Provide at to and bottom chords (� p Size as >, - .... i n l: i c a t e d s. 1 � _ a n i:• MCNa>u 3. CONCRETE: vr� 104 �T A. Un'It=ss otherwise indicated, provide concrete to obtain g minimum compressivestrengthsB d f �"..S FOR ,A44 fi- , > _. 4... u:�_ �<r t' than following in 2 ays E. ni, - �' K "✓y 'f. , "-h�l 7 otings 3000 p.s.i N' - r C�3 3 2. ., abs on fill . . . . 2500 .s.i. ("Xi.r.7" _ _.�....,_ i-`Tf'l/A�/lhtGI�.JC 2- _V- -, ,G cLO ` 4 ray: arc •► trC� 1 1' � E` ? rie col 4. Structuralscolumnstand)beam tie beams 300.0 p.s.i. =— -- - - - %L7 /1o.; L�L _�J f £ FO�E� ST 0 T IQ ST•fo l i earns. . . . . . 3000 .s.i. I I c�x[e r .J-o" acrl J'a-,yc' 3) Ica =/-o' STIR q W4TN1 5. Structural slabs. 3000 , P J. s. ,, Y, :;, ^<'. . .: „`. ,,,y; �•, -',- � � �,t .'.: ,�� icx�:' . _.' A�, .,- ,�y 4•r. z ^1 .; Iti%%EKIf`lK �At^E �_. �`r` "R 7'-, --- 4. REINFORCING STEEL: ASTM A615, Grade 60, unless otherwise .... •. ' .. 4Je .'•� .- ... !�fiLMlhXj tit n:, K/1dG A; 7'✓E: 4l+f 'h: - AVE: Ala- C�MCt 0,146 Xke 70 GLT&1i,+id'T � OF �- • ! A' i'I� /r L_ F> c- I �..crc it GJMF 7G /.A/'b rU� F'l4Ae7ftR R6/A{F, ru EXr`K10R A44C4� t1+3[ C r TivuckJ9 7F/F2L) :AJrLRMELIA7-9 77,E tE"t JFAti- ,,VIC/40R 7 7C 71LI BEAM A7 AODC' CQ 7L1 Tsa A'i" 7'AFm OF f4 F>Er (/ F' -rP&AE JC GMJC 1 �'•" i 'yf�ICAL F'�L AS ':)ETA—, T ELr JOM7' a• "Viol• A - '✓Jrc�E M6p,-t /*_544 .fr ",F7.O6.0`7�; RIP AF�V'hJ µ 4-/ YVEi.0 ALL ' Lr vGKir l�� 7H Fk"e # 7D 1 &ACIF/ Y� '. , /•� A -t.i •1/.. ,s r I tY 1 "i I `I �� .o,.l ,.. T T' i M V , .: •tar--- jir F m F F „ y. ;t. e. A- _ , ,v r .1-,'T•1y.< r . a� 1s .� crer - _ — _ � =-- - indicated. F>�+"-•`4,9c.' —.ram�r� � '1 f A - ., A'r� �5CPF KK S. CONCRETE TIE. BEAM SIZES: Unless otherwise indicated fe �Jf ` {' r F'! �C�CK TE _ �concre:e tie beams of masonry wall thickness by 12 Mini*1 c, mum) depth, reinforced with 445 continuous (2 at top and E w 2 at k+ottom) with 03 ties at 2 feet centers:: - .. _ •� - ["' ^a: '7,1t FJ4AM:A,ti:• FiAN. Ndaci. /&I PLACEIIk:NT OF FOOTINGS: xe TH,X� �+zF hlOti' P rF�rG W4! c v01y LOAi fL iL �F G tirE 'R l.L}ir? I RJki6 N4L+'.- hlMa WA(1r3 �. ICc' oOl �? !` ^� ;/;✓A A. Excatvate footings sobottoms will be supported on un- I r n, , :, ,�..B <tti� c q;:c j�l '`°''.'; •GYF}I(,YAd;: :"s'r'1 di"S'.. I;a rbed Soil oron compacted fill. Ma. cv .... T1c�` B. Should organic silt clay pocket's or other unsuitable I �,. ' ,T� - � u� wee � •, � r--- ______.____.— t i, �` I `pl 2 y be all ing conditions be encountered during excavations, * - ,� , _ ( no ify the Architect before continuing construction. -� S Sxlfo" r�:o' q•#� "g�/ ��'Y" g _ sr<O' '`3Jt�" t ,: otherwise indicated, or required by conditions C. Unless shown on the Orawings, excavate footings so that top lz' if rz'Lib A�of `ootingwill be 1'4"below finish first floor level[♦,. L"'%,C �_�'...¢'�(,. �a,,�„ •,�..'. a�'�`F ��"li,'•j _.__.i_ _ r. COLUMN BASE PLATES: Grout with a minimum of 1-1/2" of y ;, , '. •- _ '��-lf?•A,. fG F-% 7� - non - s h linking grout. n•.;A3 ROOF OPENINGS: Verify the sizes, locations and conditi m __ -_�__ __ - _,_.i I I of roc,i' o,penin s prior to fabrication and erection of rod open inq framing members. .- ;:' PRECALI.IOIVS. A. When working on, or adjacent to, existing structures, exercise extreme caution for the safety of personnel -Jd"T IbrAr structures. Use properly designed shoring, brae- ' � and o >W rh L � ` � t�cTs g,: underpinning, NCAnse Mv,c,E,acn w'c i __- - _—_- --- in etc., as necessitated by conditions c: hr 1A%r ✓c,,�� I or required. 13. Do not support piping larger than 4" diameter from r A ,L..�-j- B' 1 &A �- CAB_?`�� .3 Glace_ steel joists unless so indicated on the structural 'J7i %�•! � ,4 : �' '. Cv., ✓ h' c••Y � � I I � 5 V.%{ 14�n:1f?,% BM _ J j cc a' Y y the Architect. I i �'[s �hr C du,l4ings or approved ,ort air condit onirna units, compressors or other 4 l d roo'mounted or suspended equipment, only on steel joi'„ts o+r' steel b•raans designated for that purpose. -- LIAA Jx01.1!IT -A477LE FcwMaA3 �Ar. a If lic. support has been designated, or if question ewA w • es,: Notify the ?architect prior to erection of n� �: 2 16 F a r i „ p. ''>✓? �J CAr,'r'� �__ :, ~crx,rJfJcal_,l �+Ab Qti 2J DE equ''PME°nt: and preferably before steel erection is ✓7-/ON C.X 4. - ! ?G .�'t.-F'L X/�'T r�i •�-- i/i� , �'„ t completoc, ,3) :'`LJft /'1Wl- 4✓�'..,�-r JI"tl? ' uZ7Al lyi'%r :��i?• Jet CC11-kA'K ../. 7'0tt r:vx r 710 J.:4Eav ✓*ljaka C.'...,I. MUDANO ASSOCIATES, ARCHITECTS, INC. r ARCHITECTS ENGINEERS PLANNERS 3189 N.E. CLEVELAND STREEU-w CLEARWATER, FSORiDA 335I5 _F' $ X JIFFY BLUEPRINT EVI07 1000 J.73 ! .ti_- 1..,._i IAV 0 n , -74AF 17 TYPICAL STRUCTURAL DETAILS NOTES FO K T S ' s DATE DkAWN SHEET NO. C) DATA Lk',AN NO. REVISION 8Y CK. OF •^ a�E" [ Px VIP, , t j 1 Y! x c3 r�q tI IIIIIIIllIIIIIIIIIIIIItIIIIIItIII It IIIIVA' IIIIIIIIIIIlIIIIIIIIIIItIIIIItIIIIIIIIIIIItIIIIIItIIIIIIIII: A,lm IIIIIIIIIIIIItIIIW, IIIIII4XV IIIllIIIIt IIIIIItI IIIIIIIIIItIIImw IIIIIIIIIIIIItIIIIIIIIIIIIIIIIIIIIIIIITII 14 II KINIM V'r.11 II_4k IIIIIIIIIto! rr IIIIIIIIIIIII94- IIIIIinns= Il IIIVI4-4 IIItlIIII I IIIIIIItItIIIIIIIII14V I IIIIIItIIIIIIIitIIIIIam t IVIII rr" n Xc 7 iF gY A , AM *71M I✓ Y tt 4�V`FXix { ��n l 2 1 V,3 ae (y' ^k N�< l �r G �j $1 4h r 4 P �� FIR INS III IN iiiiiiiii . v m „ v. � . I�SuoT':'1M�.' TC) P F— L. 1 .5 rz Lai f6o IQ\/ F—L. 10.0 71, 3E I N4Y� F- L WWI - El Y �'m -7 IZ-1 7, '�B MOT 7 x A\Tlom r-OP, EYACT L 0 r-" t 0 WA-TE rl; C-/l NJ rF6 Wl'y Q1, I - TO p 'VA U04b LL �'2 EACH V�LD,-=,cbF-E I NiG PLAkj 22 x 2 L 24 24 0 IfF B i oil, j W 3� r M 0 vt T P L MA�"'�"Jjg""' T-- % NIEQTe�z F'09 E -�TJKJG \VA�&Teg MA\l*-i 4.'�P'Ny 'XIC �11'e 71' ViZ F 77- WPM". 77� 7 7 "NAT s 1:� 7 c \A/ E- V— N I T 4 r2Y SE SESSENT, HAMMACK RUCKMAN Inc. SHEET NO. MUDANO ASSOCIATESI, ARCHITECTS, I N c s i I rl ci 0 f'� k ARCHITECTS N G i N E E It S P L A N N E R 5 S T. L U CIE PL&ZA I 14 A �A 7*4 -L I CfA, F%'r Fr-v� DRAWN e' Vv A N IN 1189 N.E. CLEVELAN191,TgElTf !FR FtOR;DA 33SIS �'V U.S.HicwwAy Wo.1 CLE ARWA i r I D'& .1 1 i --,- - " -K 1 T: j I I r 2 9z PORT 5 LUCIE! FLOIZ PEV; BY "'V, 0 Ay A C �4 JIFFY KIMPNNT EV102 IODD 3-IS 'Arz M OTO FLEXIBLE CONI'll CHECK VA LVE x TER � :,' F,FLER' I i' BLOWER �r *. WELD {' I W s ' NEOPRENE SEAL RE —BAR GR( 6/6 10/10 WWF ., _, -' LIQUID LEVEL211 l WELD FIBERGLASS BAFFLE 11 4. 1 2 POI NT isX 11 11 1 1.'., --' LG. ADJUSTABLE D STA A J VD — , ST L. PLATE , -. t �' ,, ;., 4 DETAIL AI ' VI L,.... { .. rk.� = . , JIFFY BLUEPRINT Ell ELECT PANEL Y Il, I POWER ENTRANCE V E RT. ADJ. = 8" �t r ' .. L .� 4.ic ^ 3,,,, n ,r, °, w ,� , e 11 >� s vp' !' l i, d^ v 'A4 kdsk,,;,?. .. 1- , i. m. . , ., . , .' .. - 4*,+,a h tn5+� r a ra i 4 t ., - J i r 3 r U fi4' sq a S °fix, �"r v, C r` ^"{. .f .+. ,..:,�f R nF � ��s fi {!. �a v s I ��..q 4#k'•+` e F t' ♦''.� y, �'.,�t� r :X' {+"`Fii V "4 ,1� '�,�t9' O" v, � `�� E ,,,7� ¢ �W .. '&. �, uk T4�Sr ,Ii pyr y}"J, '+,° r. ., o-r H x ��pp$ W' " �' I N r C" - Y "'a i. +x v'"' ,pA .+,:711 x4. , •R S x. vEc"� _ I ,.b" iCr.+ ..,ii, Y+J1h ^'- of ..k °A41�* vH,'' ' �" `ISq �♦ k- �,.....---YII '-i =t %D Mph �4 ,i iyla `Yv lill_ IZ AERATION TANKKI., AERATION TANK 7 5000 GAL. L6 .- 5000 GAL. ". 1. VIBRATION I�1 u' "'"" 8 TYP RUBBER I / X I RETAINER NUT '` �7 ,,, 1_I I� -, 111,� 4,, I,- 1",1'—I "I,L ,� L:'I _�IL "1L"1�"-1-,1,1:l;�II1,-_, ,1'',II1,-"Ii�i��,1-",_Ii,,Il, 1i,l11��l'',I li I�c I1iI'-i� 1I�II��1 �III , II _I '—::I,, i Ii�-t, f10. ... __T_ II -L-at- ISOLATOR INFLUEN RING T . 4" —I a� s J 111 y,"' a j. BARK UP IP;' r4.' ice- G I I �7 .: �_, I. I.I-,I I ' ,,I L —1' L I_ , I _I iiIIII _- ;III � 1I � ,-I'Ii . I 11I ,II7i_*. � � I I L-�L '-IIIt 4I1,t1��I[I!1I'I L , 4 " YP„ .0 RING 11i �� — 6 e SUPERNATANT �,' 411 LIQUOR RETURN T 21 811 GIP DIFFUSER LEG r C 3, C �_ 311 T r� VALVE TYP. k, ":� SLIP FITTING DETAIL 26'-s° ,iI�)LI Il_,� it Q. COMPRESSION n mI 1" COUPLING TY , I '�. 21 811 j MOTO I 2 L P. Lx _, 'w BLOW i L 1 R I ` r .' , , ,.. 3-10 4L #. I J ;, BUBBLER I ELEC I 4 22 X 22 OPENING" 1i ," SLUDGE PANE ST'L. COVER ;u .. ,rj. a :. r G _ __ _ w, HOLDIN ,.. <ro' 4 TANK 1 1 i 11 , I — 9' I I211 2 G L. POW , r A I. I NTRA CE { i' ` 22X 22 OP NING n, = :, E 1 r , `'r k u4 I ' �k r. f,, ST L. COVER 11 1, r "`"c' �...� . A Ian 'i I .�'x .s. , r.. t ' r' ----- �2 �' ! q I` e ' ,r+".'n - I'.' as 1 1 .l v," 1 I fio '! I -.. p I � Y v f � 1' ;� t 4- 6 . + • '. __ 3 ...'..r d4.. .r. , :e .. vvrt .! sg A Z, s N. , 5J . . l , , v , ` v' ' r , ,, , •: ' ...,<. :;: ,, n,: V :r, y ' . r , .L .,u. ,, A.,vS` ¢ s.+ _ _ II 'n r". E ' t - "+. „ �. rr n +9X� '�i' x r �I e.v nn ry 5' 2" I j2 { . , . �' �"', , s e phut S +Y s a iN'. . .: . ' . lF j�yv .. .,� 3 :.� t'2' t'" �.dx'`Y ':'; `.s��`'"�,C'�.'It,; A ..:_i v1. '„r t�'` .., p A • - 5 a, II .J d R �, ✓ ., + r.;L `°= " 4 I tflx r L•'' S} k F "+ p ORIL 11 4! OI .3 .311 { „3 , 'i1 CHL NE 1 tea. CON CT 4 r xz. 6— 8 4 h „ a. ,,,r r fi ,,+ i" 540 GAL. ,.. ~ j I. .: / O 5 MAX .WEIR ELEV, . ry f ,f f 11 I 1 I 5 . 4 4-7 II .` 12X12 OPENING 4 <A," iT CONC. COVER — SETTLING TANK�I y TANK SIDE CHLORINATOR 1 I "I_ = —I 26 30 ,1, GAL. �p r F. ' sir 4F h f N 1 I 1II� --- —e-,-p7ff I. ---I'.Iu 12" 4r1 INVERT 811 18 20"�IF< T 1 0.: T nwF 11 ELEV.17.17 INVERT ,....,I....l FFLUENT f �� IT ��'t'tat'w"F."; k`; ��„'.'` POINT X ,f., ,..r 6 PIPE 4-4 BUBBLER ELEV IG�. E 2'—I %" 11 11 a as POINT" " — I DETAIL A :, u , T X SEE T L 6 BAFFLE f '' > PLAN „„ .': o y ,.. ,: w'. ^-" .# .u,. .:. l :. . , '. - ' - ':' . .i " ',. bti, ;YMJ Y yi k +"'.. i; e,:A ,: ' , F G. R u , ' r .,r, .. } s -''"m* , TANK IS SYMMETRICAL ,' ABOUT THIS CENTER LINE -1 - ;'; —12` . '.. ; — II'-61L AIR _ DIFFUSER III IFFUSER U • —>2., 3 1 .. , p. , , , il ,'«. , , , , , a f . , x "-z 4:+.. 'v , .. �e ' a ::. ., t e..:. R A— a , -311 �\�� ` 1 ? + 5 �f , k',i LN r ' nn y " 7 TYP. MINIMUM BACKFILL '., 11 5�C/ �� B B , w, , 12 EDUCTOR I . I �R tAx; 4' TYP�5' 5" TYP 'I 8 . 1`9 M 4 '� 3 Y I F: :S P §n k1 g a t ur p r �" x.. V (.`. , pt 2` r•.;, ty s . i y 1 " , ,� t._. i' . , < _ :Ir..a, ��, 8-9 TYP—' . i f l s v ' t' $� r II , Y l r y my 1 Y q wf> , s,Y I Y%{ h t - k . i f.4 rY a 4 v d +H ..P"i 1ti5 d' ,, I 1M 1 v! �f ,,M1Y^ 35 M [ , E -tl q 1 : IIII J' s`4a i e '� s. JS ;p ss", k',tr �q&may ^ yh, #x, ,+ yy'fj�{y} , `FI - k 1 ap '� r „il ,p "lag' tTY�y „! y`4 M w' IB" j # s I y YK &11 ;eq arm',' k — 12'-4" �4§ , , "�� ` .,.. "'jik nU., 'pi fi M U D A N 0 ,, x t, }'"1�t��,' r ARCHITECTS r .,,L,'f R# ra v'; ' ,� '„', �' a+ g 1131 N.E. CLEVELAND 51REET k; `, aw CLEARWATER, FLORIDA 95515 5, ry' T- ;fp- , I+ +I 'f�' wn uss �� s e x'. so- , x i .: d ^, "' *" " �"� ' $ �: �I , ,r s I'lla _ x3,q, t n M r r '"� .,,t,I l """ ,'a i"t d r nn.. , ,�" e e -u. S ^ SECTIOIU A -A 1 11 '" Y .. '' l2 1 12" r " .I ELEV. 15.0 —4%2 I 1 '-� %f-%04 /2 ,' L� ` /��%i,� 8'— 6" il�. �i\ % ,� I 3" TYP. ,I' ;. h �` ' A' 3" UCTOR r r .r x . °, h DATE DRAWN I NO. ,", m, , K ro rl ° R, m� 1 'n OUT w �•:'SAd'' ,.. µ. a "�%c'rS4w`..♦e% E ` R' M'k L,Pvt1 4 n`N r, a Air` 4tV' t,Mf .rj 5r�lb'�P'.A' $Wv a'f/{s�A. e,y+ ..»W.E P Y& TIM { " wig ^ � ♦ o-'�^ s �,i6 ��:6' S i k; Till lx� # 05IkA ® Y� y y Y M1Y YyY'Ye �'. AL ro�:`1ry�iF: v�i+[i✓. ypQ�yy�tiwt'Sr+9T+ �yry WINN G31XIE E5E 1'i.L w AT ITcAF�1 �\ \ h 7 T m_/>SS Ste' s {'Te. P"N 2EGh taL Es M arm WVRGM x 77a mot{ r..w4ti �^n:iNR1{,.�.ALn+�>6F" i4°'ik :�yq'm�+�'i WN4 I I � � bY,1 +Y ��•a'i';..' '; r to GE C 999H286 Except W/6' Arms ... r per Pole as Indicated) & W/Handy r'les & Weatherproof Duplex Receptacles` Transformer Base: GE 35-103655-Ql Pole to Set on Concrete Base @ 2'-6", o W/35-202038-17 Bolt Circle Template. poue,Grade. _'� tlote: Use Only The Transformer fires: GE C796G034 M-400 -- 720V. t. Base Anchorbolt Template. The ps: GE Hy-400 DX 33-1 400 W Deluxe," Template Supplied With the Pole Should Not Be Used h Type Duplex Receptacle s Ali E Weatherproof Cover.' TA. C 0-Z Ty 1GB Grounding Bushing. I �'�sIMr.Ta,1i t Pole Base W/Grout Bed to Leve, 11 Chamfer >_ a oa 0. N PerjMfr 1114 x 40" Lg` Spec,'Al Anchor Bolts Furn By Pole, Mfr. 16 - N3 Tie Bars" - 4 - #6 Re -Bar, ' Undisturbed Soil Aron 1T' Il andtUn4er Foots 1 B A S E P L A T E DETA" 1, 30 S 9 `+ ,< ° 3/41�o x 12'-0 Copperweld Groun,tj" Rod (Driven).' I N GIT,L I G,N T I N G P 0 L D�E `i A L �x tuoresCen"t ghting Fixture, cess'h i ' e 41; a A4T'P � 9g Fluorescent Lighting Fixture, Surface Mounted u 0 4- # it x � � � � � � �, � incandescent Lighting Fixture, Surface Mounted , Incandescent Lighting Fixture, Wall Mounted'` n k } vy Exit Sign, Surface Mounted . 1221 I, E, ll r Switch, DPST; Hubbell 1222-I ; +48" <: Switch, SPDT; Hubbell 1223-1; +48" 4 Switch, DPDT; Hubbell 1224-1; +4811 IN - Duplex Receptacle; Hubbell 5262-I, +18 UO 1 � ` Q Floor Box; Hubbell B2527/S3725/S629 Pi n x. Telephone Outlet; 3 UON Rise #�/ 4 PV °`3 °� +12" iCeiling Cavity for Tel. Co. Us-' , �- `m 0 Junction Box; See Note for Purpose. y Fir ® Power Junction Box for A/C Equipment ��,�`I Disconnect Switc JZ 144. ' tr%pA� Duct Heater, Size as No 'i Tc Time Clock, Size as Noted xSs x ft v A Outlet Box for. Marquee Sign by Tenant Outlet Box for Under -Canopy Sign by Tenant z et' © Outlet Box for FHP Ceiling Exhaust Fan.„;• � � A " >, ® Outlet Box for Show Window Li htin Outlet Box and Bell Transfomle"£ 04 © Weatherproof Pushbuttp Low U i+dge Buzzes � I x 1 eF'. "y." �, a ,yyV �r� �r sa.k f us�'y T3 a i d tf ' 1�'.'N "" xr v. s k ` !w^ dwaelfx*`n .r ,. v. "! 'r'g r ,+� .' aa: 4"="� 3' DATE. DRAWN NO, A COMM, NO II {JA E SHEET NO FJ c 77 BY CK. OF 1Y1 1. L n f1 1 J n Ir v v I, u u t. I v.1 Y, ,,`*� a An tas'F'4 a*'•'1 ,\g E• $ k ,. Far, ; of x ,IF '�{ 6 @r 7x ,1�"' ' ,ew.�J � m `ti ��* ,*.-,: ' to 3 t Raceway for Emergency Lighting (Article 700)' a .r t'yt F t iF 2pi t✓5: 1t w� r,',: "' «' k,xiS'" + T Raceway for Telephone System~ "4 f Raceway for Low Voltage System Branch Circuit, concealed above plane of plan t.,^' '` R I S E D I A G R A M N 0 T E Branch Circuit, exposed above plane of plan 1. All conductors shown are copper; Type THW insulation for #8 AWG and la ✓ Branch Circuit, below plane of plan Type TW for #10 AWG and smaller. #i`,; Fuses for motor circuits are Sussman dual -element Fusetrons; for feeds Feeder, below plane of plan v tly' and heaters, use Sussman renewable -link cartridge fuses, non interchan l a�'3feeder, above plane of plan Y k� ao- type. -� Raceway Fill: Each short line denotes one ungrounded conductor. Longer'Makea Make all feeder taps and connections in pullboxeS a)r9; o n f line denotes identified neutral (white). Separate line denotes �rl, switches, controllers or contactors as junction boxes. switch leg. Unmarked raceway contains one ungrounded and one neutral T°YFa „�, conductor. All branch circuit conductors are #12 AWG unless other. Install all grounding per Article 250, National Electrical Code. Y r: wise noted or required by Specifications. 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