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HomeMy WebLinkAboutS-1230 Map 5AN OPTICAL TRANSFER NODE FOR: Ijliiillllllllllll�llllll� III IIIIifIIIIIIIiI Il II�,I ���I 11lIIIIIIII II![l1111111111 II I Il,;! II , 11I� I IIIIIlil1111111 llllllll CHI i'III IIIII!I it j1 IIIIIIIIIII� f 1I�I 1I11! iiII ��►1 I II 1 I � � I !� I �11 1HIlflllll ii�l i I �I III 11111111 11111• I Iil llllllllllllill II ' � ��lllli� � I Ii I�I11111 ,,lill�l�� ���jllli�, Rill IIIlIi liliiu �I �I �l IIIlflll Illllli111 lilthilllllklfll! f 2724 SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72205-6918 OWNER (E) connc.o.sT COMCAST CABLEVISION OF ARKANSAS 2724 SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 72205-6918 Telephone: 501-225-2300 Fax: 501-224-3749 SHEET INDEX: T1.1 TITLE SHEET AND SHEET INDEX CO.1 EXISTING SITE PLAN CIA DEVELOPED SITE PLAN & DETAILS PFIOJECT MAkI IAOEFI me IN BINSWANGER 230 S. TRYON STREET, SUITE 1200 CHARLOTTE, INC 28202 Telephone: 704 377 0801 Fax: 704 377 9046 DESIGN BUILDER ..,r.y Iti;L rr�l�_ 11711 N. College P.O. BOX 1192 Carmel, Indiana Telephone: 317 Fax: 317 Ave., Suite 150 46032 843 0577 848 0364 AFICI-IiTECT HOCH ASSOCIATES ARCHITECTS • PLANNERS • INTERIORS $09 S. CALHOUN ST. SOTTE $00 • FORT WAYN E, INDIANA 4002 TELEPHONE 219.424,7200 • TELEFAX 219.424.7301 ISSUED FOR SITE PLAN REVIEW A1.1 BUILDING PLANS, ELEVATIONS & SECTIONS 15 Pgs (PFLMn NARY) OLDCASTLE PRECAST BUILDING DRAWINGS H GENEi1ALNOTH4 1D GENERAL I 1 ALL WORK SHALL COMPLY WITH THE ARKANSAS FIRE PREVTNTON CODE, NATIONAL ELECTRIC CODE, UFILE ROCK CODE OF ORDINANCES-CHAPIER B, STANDARD MECHANICAL CODE, & ARKANSAS ENERGY CODE 1.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 1.3 SOIL INVESTIGATIONS ARE UNAVAILABLE AT THIS TIME. ASSUMED SOIL BEARING CAPACITY OF: 2D00 PSF FRICTIGN SUDING COEFFICIENT OF 0.45 AND ALLOWABLE PASSIVE PRESSURE OF 28 POF. 1.4 THIS BUILDING IS CONSIDERED AN -ESSENTIAL FACIUTY.' 2D SITE Z1 EACH FOOTING EXCAVATION SWV1 BE INSPECTED TO INSURE THAT A SATISFACTORY SOIL EKISTS BELOW THE BASE OF THE FOOTING WA OTHER UNSUTALiLC NATOIAS BaOREF FO NDATIONFROMOPLACEMENT CAN OR SOFTOSE OICONTINUEE.. 'ICE AND 2.3 FROST DEPTH IS 12 INCHES BELOW GRADE 2.4 BACKFlLL MATERIAL INSIDE OF THE FOUNDATION WALLS AND BENEATH THE FLOOR SHALL BE AS SPECIFIED, 25 FINISH GRADES TO BE WITHIN O10 FOOT OF GRADES INDICATED. COMPACT SUBGRADE FOR ROADS, PARKING LOTS AND STRUCTURES AS INDICATED. 2.6 CHNN LINK FENCE 2.6 1 FABR::. GAAVARIZED, ASTM A382, SINGLE PIECE 7'-0' WIDTH, 9 CA 2' S ' MESH WITH TOP AND BOTTOM SELVAGES. 2.62 LINE POSTS: 2.375. OD PIPE AT 3.65 LEIS/FT 2.6,3 END, CORNER AND PULL POSTS: 2.B75' a PIPE AT 5.79 LEIS/FI 264 GATE RUSTS: B.625' OD PIPE AT 24.7 LBS/FT 2.7 RESEED ALL AREAS DISTURBED BY CONSTRUCTION 3D CONCRETE 3.1 MATERIALS SHALL COMPLY WITH ACI 318-09. PORTLAND CEMENT SHALL BE PER ASTM C150, TYPE 1 WITH NORMAL WEIGHT AGGREGATE PER ASTM C33 A 5% AIR ENTRAINING AGENT SHALL BE USED ON ALL GRADE WALLS- EXTERIOR SLABS AND OTHER EXTERIOR CONCRETE THIS AGENT SHALL BE PER ASTM C260 32 COMPRESSIVE STRENGTH OF CONCRETE FOUNDATIONS(2B DAYS) SHALL BE 3000 PSL 3.3 PROPORTION ALL MIX DESIGNS TO HAVE A MAXIMUM SLUMP OF 4 INCHES UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. 34 MAXIMUM WATER/CEMENT RATIO SHALL BE UMRED TO 0,48 UNLESS SPECIFICALLY APPROVED BY THE ARCHITECT. 3.5 REINFORCEMENT STEEL SHALL BE GRADE 60 FY-60,000 PSI MIN ASTM A615. 36 ALL REINFORCING SHALL BE DETAILED. BOLSTERED AND SUPPORTED WITH ACI STANDARDS 1315 "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCING CONCRETE STRUCTURES NO LAP SPLICES SHALL VE USED IN VERTICAL PIER STEEL 37 LAP SPLICES SHALL VE IN ACCORDANCE WITH THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE WHERE CUSSES ARE NOT CALLED OUT ON THE DRAWINGS, USE CUSS T3" SPLICES TENSION SPLICES (INCITES) COMPRESSION SPLICES BAR TOP BARS OTHER BARS (INCHES) SIZE A B A B $3 16 21 12 16 12 P4 21 20 15 21 15 }5 27 36 21 27 19 6 35 46 27 3S 23 3.8 COMPR[SyDpi, DOWEL E66ER1EIf1 '12 BAR DAMETERS. LAP WELDED FABRIC ONE SPAC,NG OF CROSS WRES PINS 2 INCHES- 3 PROVIDE DIAGONAL REINFORCEMENT STEEL AT P.E-DFrRAy: CORNERS. 3.10 FOUNDATIONS SHALL BE PLACID ON SOUND LNIX&TURAD SOIL OR ENGINEERED FILL 3.11 PLACEMENT OF CONCRETE SHALL BE PER ACI 31B-89 CONCRETE SHALL BE DEPOSITED AS NEAR TO ITS FNAL POSITION AS POSSIBLE ALL CONCH SOUL BE THOROUGHLY CONSOUDATED AROUND REINFORCEMENT AND EMBEDDED ITEMS ALL REINFORCING STEEL MUST BE FREE FROM DIRT, RUST AND OTHER DELETERIOUS MATERIAL PRIOR TO PLACEMENT 3.12 MINIMUM CONCRETE COVERS SWILL BE 312.1 CAST AGAINST AND PERMANENTLY EXPOSED TO FARM: 3" 3 12.2 CONCRETE PERMANENTLY EXPOSED TO EARTH OP. WEATHER: 15 BAR OR SLLNLEER- 1-1/2' 312.3 CONCRETE NOT VPp5#D 10 WEATHER OR IN CONTACT WITH GROUND 3/4- 3.13 PROVIDE CONTINUOUS 2.4' KEY -VERY IN ALL HORQONTAL AND VERTICAL CONSTRUCTION JOINTS 3.14 NO ADMIXTURES SHALL BE USED WITHOUT THE APPROVAL OF THE ENGINEER NO CALCIUM CHLORIDE SHALL BE USED. 315 PRDVOE COMPATIBLE CURING AT ALL EXTERIOR SLABS, UWJILS AND CURBS AS SOON AS FINAL FINISHING 6 COMPLETE 316 CONCRETE PLACE]] IN COLD WEATHER SHALL VE IN COMPLIANCE WITH ACI 306 DO NOT PLACE CONCRETE ON FROZEN SUB -GRADE OR ON GRADES CONTAINING FROZEN MATERIALS. 317 CONTRACTOR SHALL PROVIDE TESTING LIFL71NG THE REOUIREMENT OF ASTN E329 PROVIDE A MINIMUM OF ONE SAMPLING PER TRUCK CONTAINING A MINIMUM OF THREE CYLINDERS. PROJECT' L.00AVON PROJECT LOCATION 13.0 BUILDING 131 BUILDING MANUFACTURER SHALL BE OLDCASTIF PRECAST FAST, INC, 51011E MOUI; AN GEORGIA 13.2 BUILDING DESIGN SHALL PROVIDE 132 I 5000 PSI CONCRETE AT 26 DAY STRENGTH 13.2.2 STEEL REINFORCEMENT SHALL BE PER ASTM 615 GRADE 60 132.3 DESIGN LOADS: 65 PSF ROOF LIVE LOAD 250 PSF FLOOR LIVE LOAD WIND- BASED ON ASCE AND A BASIC 50 YR WIND SPEED OF 90 MPH SNOW- BASED ON GROUND SNOW LAM OF 40 PSF EARTHQUAKE- BASED ON SEISMIC ZONE 4, 15.0 ELECTRIC& 16.1 ALL ELECTRICAL WORK SHALL BE IN STRICT COMPLIANCE WITH THE NATONAL ELECTP.Y-' CODE (N.E.C.). LATEST EDITION, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. 162 ALL WRING EXCEPT CONTROL WIRING SHALL BE COPPER WITH A MINIMUM SIZE O 112 AWL 16-3 ALL SWITCHES, OUTLETS, FIXTURES, ETC SHALL BE U.L LISTED AND SW:L BE G:l1NDEL 164 SYSTEM GROUNDING SHALL BE IN COMPLIANCE WITH ARTICLE 7,50 OF THE 1NATIOI.A: ELECTRIC CODE, LATEST EDITION D-A-SIB 517E PLAN IRE11EW ISSUE s.�r Tlni TITLE SHEET PROJECT NUMBER 98393 CAD FILE: 93T11-88 DWG SHEET NUMBER: T1'IM .ra F "'A TMWmw00mrmw THaw 6 ne MOP" or mwwv FKW 6w.. K fav" I f m m1iiVR. K ofOBw61 9.m 6 womomt as nc nmm /am mm m = un -svewm cmal-C Urea M IMl W -0 WI RI E M'MNDft R mx_l F AW= =. W— R'1 i 3'-0' 3'-0' 3'-0' 3'-0' i 3'-0' 3'-0' i 3'-0' r�--- .----- ---......-------__ i------_- -- - - -_ --- - - - - - - - - - - - - - - i------------�� ! + + + + + + + j + + + j 1/2.0 COIL LOOP INSERT (TYPICAL) I ! 1 t I t ! i, 2 3/4' DOG BONE LIFTING ANCHOR (TYPICAL) I I I I + 1 ! ! t I I t 1 10" : 10' : 1/2' WELD PLATE W/ 4 1/2'/ : 2 112* LONG + I NELSON STUDS. (5 P�ES) I t � I ON THISI HRE ARE + ! FORROOFF STIFFENER t 1 I t I I , I+ + + + ++ + + +� +t 2'-10' ROOF, TYPICAL OF 2 ^^� 22'-0' x 26'-0- x 9'-0- HUT ROOF CAST -IN AND INSERT LOCATIONS 26M 615101R CMADM CAME ar�.e S IMIY o.+c 10/Ir/96 vim. 1/i1Y sKs+ 9 v 15 THS OM..c MD M MOO ➢CKW 5 DE PNDMOY OF a.aDmE PRmwW.K " 5 SECT M TETM ON NEOUEST T,7 76 CD~. THE PPTwWp. RQW E CMM90AT* AND THE IMPW ACAM .aT TD = MR BM W= COOM M THE E04 M NIT YMQ mom vu S TERAOOA A 01DOWLE WCAST Mr. K STRUCTURAL DESIGN NOTES: 1. GENERAL NOTES: A. BUILDING OUALIRED FOR IN —PLACE LOADS ONLY. B. SUITABILITY OF SITE FOR THE BUILDING AND FOUNDATION SYSTEM SHOWN ON THESE DRAWINGS WILL BE DETERMINED BY A GEOTECHNICAL ENGINEER REGISTERED IN THE STATE WHERE THE BUILDING WILL SET. DO NOT LOCATE BUILDING OVER SUBSURFACE UTILITIES. TANKS. OR SIMILAR OBJECTS. BUILDING LOCATION SWILL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES AND ORDINANCES. SEE FOUNDATION NOTES FOR SPECIFIC FOUNDATION REQUIREMENTS. 2. CRITERIA: A. BUILDING CODE: 1993 BOG CODE. 12th EDITION DEAD LOAD: — BASED ON 150pcf CONCRETE LIVE LOAD: — RODF = 65psf — FLOOR = 250psf WIND LOAD: — BUSED ON ASCE AND A BASIC 50 YEAR WIND SPEED OF 9Dmph SNOW LOAD: — BASED ON GROUND SNOW LOAD OF 4Opsf EARTHQUAKE — BUSED ON SEISMIC ZONE 4 3. MATERIALS: A. CONCRETE: CONCRETE SHUT BE NORMAL WEIGHT (145pcf) AND HAVE THE FOLLOWING MINIMUM 2B DAY COMPRESSIVE STRENGTHS: FOUNDATIONS: 3DOOpsi PRECAST: 5000psi B. STEEL: REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. CUSS 'S' SPLICES SHALL BE USED U.N.O. CORNER BARS AT OPENINGS SHALL BE /5 s MINIMUM 5'-0' LONG. WELDED WIRE FABRIC MAY BE SUBSTiMED FOR CALCULATED REIFORCING STEEL PRWIDEO ALL REOUIREMENTS OF ACI 31BR-89 ARE MET. C. COIL LOOP INSERTS: +' 1/2- COIL LOOP INSERTS SHALL BE DAYTON SUPERIOR PART NO. F-63 1/2' s 1 3/4". MAXIMUM SPACING SHALL BE 3'-8' ON CENTER COIL BOLTS WITH FLAT WASHERS SHALL BE A MINIMUM OF ASTM A-307. THE BOLT HEAD SHALL BE WELDED TO THE WASHER AND THE WASHER WELDED TO THE CORNER ANGLE WTTH A MINIMUM WELD LENGTH OF 1' USING E70XX WELDING ELECTRODES. THE ALLOWABLE LOADS SHALL BE AS FOLLOWS- D. CONNECTION PLATES - ALL INSERT CONNECTION ANGLES SHALL BE MADE UP OF ASTM A-35 RUST PROTECTED STEEL THE EMBEDDED PLATES SHALL BE WELDED TOGETHER WITH A MINIMUM WELD SIZE OF 3/16' z 3 1/2" FILLET WELD. USING E70XX WELDING ELECTRODES. b "'� 221-0" x 26"-0" x 9"-0" HUT °`b m " ""_ °"` ASSEMBLY PLAN WITH DESIGN SPECIFICATIONS 2EMA —,O. m CDA:AST CABLE TP....e 5. Z6TN'T uTC 10/21 �96 scMc 1/2- 12- 1v«x+ 6 ar IS A/C END WAS � W T 4 h cD I I I I I I I I I i '91 5' 12 SPACES ® 10' 15' 1 1V-4' r• SOLID END WALL Ta pews no -M sort T DMF IS Te PROPM Of MDC%S r WXCW W. We wo is 9Jaffct m wn" ON REo" N m mrwn. TM 'WOMArm 9OIM r Moca ML wa TE RUFMAMMkW m U9 wrt IIFommnm cw," D Taeoi r wrt W." In u or m SIDft m DtX.AV f vacatr W...c i �i �II I 1 1 30 SPAC!•:5 Q To- _ k 1 3' A III � Q CD I 1 I I I I I II d7+1I II I II I I I I III A--J IM611111KII DOOR SIDE WALL 4' CLEAR SECTION AA ^^° 22'-0' x 26'-0' x 9'-0' HUT SIX WALLS "Pakm �" °"' STEEL REINFORCING LAYOUT 2OMIA urs -M MhIIU57 CABLE —. S. 21WY wie 1Oj21/9!t S-L 1/2• • 12• vm E a 15 2'-6' 1 3'-5- o�+I �+ RIB BLOCXOUT �r----� , -- ` 1'o PVC + T .ry jII y O N m A/C BLOCKOUT (2) + + + + III -It AZQ END ML TYPILAL OF WifilubliM1 m00-G"DPW n[r¢a IS ne PROP r Or axwte FRMW rww..e .o s SAW m anm ON ovDa MM %C" s CDI p "nE WIPM#am I=m= .xr .FDM1= CMUMM boom M w W.M MV wl E MIDA NL x1 OLCC%S F AVCW W. At x 10' x 1/2' WELD PLATE 4 1/2'0 x 2 1/2' LONG SON STUDS. (2 PLACES) x 5" x 3/5' LLD PLATE 2 1/2-0 x X LONG SON STUDS. (6 PLACES) DOOR�IQE WALL 6'-11' I I "� 22'-0" x 26'-0' x 9'-0' HUT ""�"` "" SIX WALLS CAST -IN AND �E 1 INSERT LOCATIONS o1.�c .•mc 262051 amuu Mm= CABLE o+�.e S zw m f0/21/98 srnc 1/2- - 12' vExt 7 a 15 RECEPTACLES o g S/N POWER FAILURE PHASE MONITOI IL CONTROL PANEL SIN SMOKE DETECTORS TAS DFJWC No ANY PONT 7HIECT 5 THE PRTPODY OF O'DCtSU FEUM 6w CDMWN IAWUC M A6 WUCT TO IiT041 ON XAM ¢T THS CDI~ TH D:DMKTOtI 90M IS CMEEW IL AM THE ROsw AOIEES NDI TO LR ANY WOW" CDQ%M31 Wc" W Ter wao1-D ML m Xr""TR 10 70ac a PpfusT Mr ax EiC p1wx TO 400 AMP AUTOMATIC TRANSFER SWITCH SEE SHEET #3 I 1 t I I ] 1 I ] I I I ! I ! ! I 1 I ! I I I I I 400 AMP MAIN BREAKER 42 SPACE LOAD CENTER SfH 6\ ____b�_ _ 6 120/208 VAC, 30 r 4&,- EOUIPMENT NTRE VOLT CONNECTED SIZE AMPS. LI L2 L3 CR-1 CB- I "ER FAi ALARW 1114 AWGLIBO-01MO I CO-5-5 POWER FAIL ALARM 114 AYY' 18O 15A 10 1 CB-7 POWER FA; MARL 114 AMC 18p 150,C CB-9 COWIR% PAREL 114 AWG 180 15A❑ C9-11 SMDKE DETECTORS 1114 AWG 18D 15AC CB-13 C CB-15 BLAw: C CB-17 Bum C CB-19 &.I.ViC t l MAHK 0 C9-25 SLAW O GB-x7 BLANK 0 CB-29 BLANK C CB-31 BWCC C ar-as BLANK r L i CB-6 Dwo C�B1 D wO I C9-10 05at a CEIt2 CI SOA C CB-14 ❑ ]SAC C8-15 c� O 15AC CB-18 O C CB-26 VOLT MIRE EOUIPyENT AMPS. SIZE CDNNECIID 40M 1 16 AWG I MR CONOFTICR: "R it 1 4= 1 16 AWG I AIR C0Ni3MjX ER 12 1 I SDA 1114 AWE I INTERIOR LIGHTS I O--I 1 I s1AAAt ! ra-22 --• � PaANK 1:B-24 ra�2s a $.ANK CB-28 o LB-30 C >3;11+K CBr�32 0 Bi Aix CB-34 Q Bi A7iK cB-3B c CB-39 t BUNK CB-41 LlArAc AO BO I - PHASE VA — CONT. VA NON.—CONT. 25% CONT. VA ITOTAL VA (CONTINUOUS) + TOTAL VA (NON -CONTINUOUS) } F 1INTINVOUSvA 248V VT TOTAL AMPERES A X X X B X X X c X X X NEUTRAL BAR GROUND BAR 000000000000000 10000000000000001 K AIR CONDITIONER ` L' O O ' 2 O p L2 � t�L3 © O O 0 O EXTERIOR LIGHT W/ PHOTOCELL NOTES_ 1. ALL WIRE IS TO BE THHN, OR THWN. 2. ALL NEUTRAL WIRING TO BE WHITE UNLESS OTHERWISE NOTED. ALL GROUND WIRING TO BE GREEN UNLESS OTHERWISE NOTED. 3. ALL GROUNDING MUST CONFORM TO ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE, LATEST EDITION. 4. ALL CONDUCTOR SIZING MUST CONFORM TO TABLE 310-16 OF THE NATIONAL ELECTRICAL CODE, LATEST EDITION. AIR CONDITIONER HR. TIMER tl� INTERIOR LIGHTS S/N 6 HR. TIMER INTERIOR LIGHTS S/N S/N WIRING LEGEND: FACTORY WIRING —+— WIRE NUT CONNECTION ----------- FIELD WIRING S/N SOLID/NEUTRAL GROUND "� 22'-0a X 26A-0` x 47'-0' f MTt LOAD CENTER — '""` ODE 1p' RISER DIAGRAM — PANEL CALCULATIONS olw.c AaAAgTI: ESIB2D-I aa'Io[Te: COIICAST DPA..a S. 2MT1' rHtE 10/21/96 scue NONE sw¢r 4 or 15 mrRr+c w NR pw INCW S W ROPM, Or m=01 0=9 W WKom AM 6 SAX61 M PLAM Ot REOUM Wr 7M CO~. W ofoRwim 90ow Is oNdvcwrK NO TK RaVW APer, W7 M USC wr "oa"" mwbom w-cm N an b"a w mi K D0,79mg m 9-=RE F-erCW LW C>ClLyr MMM 14 REBAR CONTINUOUS W/CORNER BARS TYPICAL J4 STANDEE 0 4'-0' D.C. TYPICAL FOUND 1. THE FOLLOWING MINIMUM SOIL PROPERTIES SHALL BE TESTED AND APPROVED ST A PROFESSIONAL ENGINEER OR GEOLOGIST REGISTERED IN THE APPROPRIATE STATE FOR CONFIRMATION OF THIS VALUE PRIOR TO CASTING FOOTING CONCRETE. ALLOWABLE SOIL BEARING CAPACITY = 20DO P.S.F. FRICTION SLIDING COEFFICIENT - .45 ALLOWABLE PASSIVE PRESSURE = 280 P.C.F. 2. ADJACENT SLOPES SHALL NOT EXCEED 2H:1V OR THOSE ALLOWED BY THE GEOTECHNICAL ENGINEER AND SHALL NOT BEGIN FOR A MINIMUM DISTANCE OF 5'-0' FROM THE OUTSIDE FACE OF THE BUILDING. THE SOIL ADJACENT TO THE BUILDING SHALL SLOPE AWAY FROM THE BUILDING AT A SLOPE OF 1/4' PER FOOT FOR A DISTANCE OF 5'-0*. 3. MINIMUM CONCRETE 28 DAY COMPRESSIVE STRENGTH SHALL BE 30DO P.S.I. 4. FOUNDATION LEVEL TOLERANCE SHALL BE + OR - 1/8'. 157 STONE FILL L) 22'-0* x 26 Q* x 9'-F HUT MIX FOUNDATION PLAN WITH REINFORCING LAYOUT =FM 1TJ - ----� ------------- L3 - --- ^ ---•-------------- LZ--------------------- ------ ----- -- 60 KW EMERGENCY GENERATOR 600 kcmil U <_ Q U m o �N a� auj �3N3 ova o� v monow � Avr -on iiOW 5 ii; -�n OF .4 6 9mirct TO WON RELtI(,F v m CM~l DE -noArm S 90 is =Wwffk mo DE tmpm Acim Mi to ifsf AW •fpyyYp MWLWa T-Mr • M woo Dim 4 [ wommL 9 .Dmkm pemw Ew cMam PRDXGM TO 400 AMP LOAD CENTER SEE SHEET 14 NOTES• 1 ALL WIRE IS TO BE THHN, OR THWN. 2. ALL NEUTRAL WIRING TO BE WHITE UNLESS OTHERWISE NOTED. ALL GROUND WIRING TO BE GREEN UNLESS OTHERWISE NOTED. 3. ALL GROUNDING MUST CONFORM TO ARTICLE 250 OF THE NATIONAL ELECTRICAL CODE. LATEST EDITION. 4. ALL CONDUCTOR SIZING MUST CONFORM TO TABLE 310-16 OF THE NATIONAL ELECTRICAL CODE. LATEST EDITION. I 120/208 VAC COMMERCIAL 1- POWER, CONNECTED ON SITE 600 kcmil WIRING LEGEND: FACTORY WIRING �— WIRE NUT CONNECTION ----------- FIELD WIRING S/i+ SOLID/NEUTRAL GROUND m c WTE — 22'-0" x 26'-0" x 9'—D" HUT Wyk me LOAD CENTER — RISER DIAGRAM — PANEL CALCULATIONS pu..c ,.aR1t E136M-1 o�rr. S. z&w Dm- 10/71/m I v.,.. Nw 9ElT 3 v - FNa CEK FND. 414' CRC. POST VICINITY MAP WAS Js SIT ARYA t1R yyyd 3 V of 3 SET k5 REBAR AT ALL CORNERS UNLESS NOTED OTHERWISE 4. COORDINATES AND ELEVATIONS BASED ON PAGIS MON. '2055'. 5 ACCORDING TO FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP C(y,VMJlOTY PANEL 005Re1-QGICE4 04TED NOVEMBER 3. 1993. THE PROPERFY DEPICTED ON THIS SlWVEY IS UOChTEO IN ZONE 'X' AND NOT LOCAFEB WITHIN THE 135 YEAR FL003 PLAN SITE DESCRIPTI❑N: _OT 1, INTERSTATE 430 OFFICE PARK ADDITION TO THE CITY OF LITTLE ROCK, ARKANSAS, BEING _DCATE➢ 1N THE SE 1/4, SECTION 9. T-1-N, R-13-W, PULASKI COUNTY, ARKANSAS SITE C❑❑RDINATES: C❑MCAST CABLEVISI❑N STATE PLANE COORDINATES (ARKANSAS NORTH ZONE) DATUM, NAD-83 JDRTHWEST CORNER OF SITE NORTHING- 144411.006718 EASTING, 1193081.206930 402.71' NGVD 1929 DATUM, NAD-83 NORTHEAST CORNER OF SITE NORTHING,144386.126665 EASTING. 1193630.163324 421.47' NGVD 1929 DATUM, NAD-83 CORNER OF NORTHING, 144086.559551 SOUTHEAST SITE EASTING, 1193618.185640 435.66' NGVD 1929 DATUM, NAD-133 CORNER OF SITE NORTHING 144112.203182 SOUTHWEST EASTING, 1193069.166993 420.21. NGVD 1429 _t 23 F0 Q 20 � A{ i 3 xo R i S IJ cBND ,SAL LAO .�" s -Computed poioi •••••• • - Pwmfl �Ir/sPu�..plz +�•� I rr� ti a+ SheDeedcd1 � pblL Gp - O({ _Yoa.urcd r�irri r�iori r � �Yi�ra�i r� �� � lA -Afa L1nd DATE: Nov. 3 SCALE: 1'=20' � , LnC. 406 N. South Street Benton, Arkansas 72015 (501) 315-0786 FAX (501) 315-0700 FOR USE AND BENEFIT OF, C❑MCAST CABLEVISI❑N FACTUAL SURVEY C❑MCAST CABLEVISI❑N SHACKLEFORD ROAD LITTLE ROCK, ARKANSAS 199E 1 C.A.D. BY: MK R6Yf86D;- DRABING S11113 0L 98-7961 SHEET 1 OF 1 FW1,W PAR �---- CONCRETE PAD C1.1 SCALE: 1 = 1 -0 RALPOG FACE ' dT IEO 3Mf alG°E O'E'T � 14� _ _ E CGNC RET ur.L • ~ Sm BLDGan! _ r ra1 s rur dA E TO F1NI&1 GRADE CpppCl� yv e WALK SECTION L.ji SCALE: 1 = 1 -0 3 CURB DETAIL 2 ,1 SCALE: R - I -u YNG DEVELOPED SITE PLAN SCALE: 1" = 20'-0- HOCH ACCnVTATRC -C unirlFn i'�1u i u u In S. CODA Sr.- 9111E 500 FWr IIA7MF. DM AIM I UOM"NE IIIAI4.7I00 TBFiAX 219.II1.1I01 oo.nawm rns a�na�v�,ea�.�axw a�ava� aia�c n:c anc PR]iigt M/ ifOG� �980CUiS �iTI GF e! �cAlitl�m IXli M'�4 P�� K�VL� �lS � 1GF lW� Ma% iF1KN 1K OFG! ►M1f1 aPM39Y'10� �GC� �- "q[11% ��al Off"/'-� >•�1 �/- K 1'Lv4�•IK [bi wi >�[11�14'�'f Yi K4�� Tnc an rNgnr�P,.c ¢nu�seaa "wm4�oeo.i ud. w r 7 JQ W le ate` U4-L a F9 w 0 Ud WQ�o N u m 9 I- m J cu li 0 0 0 Z L3 013 0•.•x YrE MAR WAXimE FHIMT i OEVELOPEO SITE PLAN PROJECT NUMBER 98393 CAD FILE: 03C11208 DWG MI111.0W0 93C113�.OWC SHEET NUNBER Cl01 >r rr ' �• . 0'-O' COPPER GF W BOOS TYPICAL 6 e Im STRANDED COPPER GR71FD 4. d 4 4✓b Tko T � Flim RRPlP rlEp Tara[ bees ` u>rpa'TED st . 4 6Rv4LAk Fu .� WOLIIKK d i e } a • L 2f0 + I I TIE TO CAGVD ROD 1 ELECTRICAL I OTOIEFI GfCTPIDING I I 7 I I I 'tulD. efcwur.f M-.&" L——� tl/.Or1 W iulOOUS UTai COTCT. WffO CIN A• OQ<p 6RW IRy FOUNDATION Sm GROUNDING PLAN SCALE: /4. = s'-ff•' SOUTH ELEVATION SCALE; /A " = 1 -0" EAST ELEVATION SCALE: a = 1 -0 FLOOR PLAN SCALE: %a . = 1 -C" WEST ELEVATION SCALE: /4 " _ v -U" SO'&& FLT ETP1 ROOF 4 MIAL T1bk BT PRECAST 4' FII BLDf PANELS BY OLDCASTLE PRECAST PAOLAGE N WIT ST OLDCMTLE PRECAST "I GRADE .COL' fOOTMG I------------------------------------------- NORTH ELEVATION SCALE: 4 = 1 -0 s INW1L fiCECA9T ROLE TS:L6 AS BT pDU61lE PRECAST W4 RJYJ -- •wREC {� FSGWEe BT Txpfd4lLE PRECAST 0 DOE p 15TO4TEE T BTdLPGL5ILR MCiJEi ILl FR ii DETECTORS BT CUX.AbTLE F%EC4Sf 4;1 rel AEFLECTEO CEILING PLAN SCALE: 4" = 1 -p Swz PLT Emm ROLF METAL TRIM BT C DCASTLE PRECAST r . FRE T R:YF . WALL „f PANELS, BT OLD.E PRECAST S — _�F_ -�=----- P404CTh 6T • C2bi Q EAEGiR1GL RELY ITS a p AI:CaSTL! Q -1LIL- 3n' dL9LLiE PL�F40T ' --------------------�--- � . c4 QqQu.oArfLL sl RUILOING SECTION A1.1 SCALE: /; = 1'-0" BNCLE PLR EPCM ORxF CFETALTRE LDSTLE CARECAST 1 AL PWE BTOL6CA5TLEPRECA5T g F ODE RANGE OTC [LNL BY OLOCASTLE PRE>: . PACKAGE WAS S LYhYR% 5 BY QDUO7IE Pf&lMT REGdTPAId.'L uRn H111 t I°5FWT ACSC-0yT 6R4YJR H.L ■ �.IRR. Q BUILDING SECTION A1.S SCALE: , a i -0 HOCH ASSOCIATES iTCx1--� C I.r iuu N I VWX SL• SALE SM FDU IIAM MW I= am -go—• TEIEPIOXE 219.474.72M TEIEFAX 21924.7331 �N.V Oq�O.magOfLn4N/.L�GKF� M weW /�[-i lI�TaT Q MW .Yse�.Ttl�1D�0r TQ �R STAL I�.FM�p� Ga'1FS fM. 0.' N'A // PC 054eW� b6f r�¢ si411 fV[iaaCr d r/:pe �qY, nn�x s� me�iceu� ORM'/.3 AIR �E R�4lr[ MI.m'aDu rq �y 5 .n0 pt9T�W�f� [ Al M1 KrJ. AK.]CrvTe v�p eC WYW p NRCY40 noY ne allnid' MO [avR++t YN� pe ARGW4 NGi M+9� eve �m T D_ W o� 9J Q ate` L ma o F � o w u� O Za�oW AAT z H R tu a oDN a (31 N :3 0-4-M 011E RAN REV 18" ut ti� R�TTii%d -1 BCD[#. SECTION PROJECT NUMBER 90.T93 CAD FILE: 93A11-48DWG SHEET NUMBER A I M n6 Du.Pc Yo . part I OW 5 m P1pgrt7 DP GLrau nEw w pC .m6SAW marm" ow Kg" T m CO~ X up nm %0 6 0F10F1trK .,Pr apvewro� 0 "m Imm MODULAR BUILDING SPECIFICATIONS: COMCAST CABLE BUILDING DESIGN SPECIFICATIONS Manufactured By: OLDCASTLE PRECAST EAST, INC. 1. CONCRETE MINIMUM COMPRESSIVE STRENGTH = 50DO P.S3. 0 2B DAYS 2. STEEL REINFORCEMENT: ASTM A615, GRADE 60 3. DESIGN LIVE LOADS: ROOF - 65 P.S.F. FLOOR - 250 P.S.F. 4. DESIGN WIND LOADS: WIND VELOCITY - 90 MPH EXPOSURE - D CATEGORY III (ESSENTIAL FACILITY) 5. SEISMIC LOADING: ZONE 4 6. CONSTRUCTION TYPE: TV 7. OCCUPANCY CLASSIFICATION: STORAGE BUILDING NOTES: 1. THIS BUILDING IS PRIMARILY USED AS A TELECOMMUNICATIONS ENCLOSURE 2. BUILDING CAPACITY: 572 SQUARE FEET DESIGN CODES: BOCA CODE, 1993 FDITION NATIONAL ELECTRICAL CODE. 1996 o'T" 4478 GREER CIRCLE STONE MOUNTAIN, GEORGIA .30083 V DRAWING INDEX . y SHEE"f J: DRAWING: DESCRIPTION: 1 62620CP COVER SHEET, DRAWING INDEX, BUILDING SPECIFICATIONS 2 B2620-2 E! ECTRICAL EQUIPMENT LAYOUT 3 EL2620-1 LOAD CENTER, RISER DIAGRAM, PANEL CALCULATIONS 4 EL2620-2 LOAD CENTER, RISER DIAGRAM, PANEL CALCULATIONS 5 2622FD2 FOUNDATION PLAN 6 262DS DESIGN NOTES, ASSEMBLY PLAN T 2620S1 SIX WALLS, CAST IN AND INSERT LOCATIONS B 2620SIA SIX WALLS, REINFORCING DETAILS 9 262OS3 ROOFS, CAST IN AND INSERT LOCATIONS 1D 262OS3A ROOFS, REINFORCING DETAILS 11 2620S4 FLOOR 11. CAST IN AND INSERT LOCATIONS 12 262DS4A 262OS5 262CSSA FLOOR 11, REINFORCING DETAILS 13 FLOOR 12, CAST IN AND INSERT LOCATIONS FLOOR J2, REINFORCING DETAILS 14 15 262OS6 CONNECTION DETAILS Oldcastle Precast East w7� oani my m- cm 49--5m .d = «7 SOW M91- l G MW RR tnM 473-513 MCA G 3MM-0w7 22'-0' x 26 -0' x 9'-0' HUT MODULAR BUILDING DRAWING INDEX AND DESIGN SPECIFICATIONS orc �a�e @Q0� amo.oc Ow" 419E w� S Aen ea[: 10/21/m s rvF i 1 d 15 l I tB [ IJj s-o• 25 -5• oto, I I I 5 ____________�� 2 __._______.__,_ 2 f/ i/// C TUBNAR rm SlP w CALUYM (2 PL) " a TIE DR M1O NO AYT PRIM ,MCA(OC 5 TW PROMM Or O[OCASU PFMW &w.. PG NO 6 SUB= TO IETM ON REQ= BY M CMFNM. THE OFMAT,OM yawl 5 COWODMAL NO TIE RMPOR AM= rot TO USE W OFOR MTO1 COMPa 7 UMN M /MT WAC WHO R11 BE MONK A OL=Mf PRWAST ECSr, M[ NOTES: muc) 1. ALL DIMENSIONS ARE FROM INSIDE THE BUILDING, UNLESS OTHERWISE NOTED. 2. ALL CONDUIT IS 1/2'o, UNLESS OTHERWISE NOTED. 3. INTERIOR FINISH — WHITE FRP WITH R—MAX INSULATION. 4. EXTERIOR FINISH — ARCHITECHTURAL CHAMFER WITH BEIGE THROROCOAT PAINT — JTC406. 5. SYMBOL DESIGNATIONS: ALIGHT SWITCH/TIMER GROUP NUMBER KEY 1. 400A, 30, DISTRIBUTION PANEL 2. CONTROL PANEL WITH ALARM TERMINAL BOX 3. 400A AUTOMATIC TRANSFER SWITCH 4. SMOKE DETECTOR 5, FLOURESCENT LIGHT WITH COVER 6. CABLE ENTRIES IN FLOOR 7. FIRE EXTINGUISHER B. DOOR INTRUSION ALARM 9. EXTERIOR LIGHT FIXTURE 10. EXTERIOR 400A FUSED DISCONNECT 11. A/C SUPPLY AIR GRILL 12. A/C RETURN AIR GRILL 13. DOOR LOCK SET 14. LIGHT TIMERS 15. 4- x 4' JUNCTION BOX 16. 4' x 4' DUPLEX RECEPTACLE 17. LOG BOOK HOLDER j7. N R�Y iN- M� 22'—D x 26*-0" x 9'-0" I.O. Rc� "" DOUL13LE WADE HEFTY HUT FLOOR PLAN FOLDOUT WITH EQUIPMENT LAYOUT vl...c . B2620-2 cvsrurx CWG\ST w.•. S. 2Bdr w L 10/14/96 srxc 3/5' - 12• s w 2 15 v n Z' I 1 THUS? 6 TIE PROPOIR OT aDotsu Wow LIST. Mc AND 6 9JMECi TO REMRN OR Rm1EST B7 INS OX~. TIE 9OOIO,11O1 94M 6 COMIOUOVL /Iq TIE MWW AWn Wr TO USE UR ONaMrM CONLWO THUEOR R W Won WAD OCL If M70IUOK TO OI msu PRMW Ew. K 7•-1 n' T' _ In, , 3' 0' 11 6'-6• 7--1Q"3'-0- ll I [ 5'-3" B'-2" I I 8'-2• I 5._3. II I I it I 1 i I i 77- II + ' -- -- ---- i •-- ---� I + 5' x S• x 2 1/8' DEEP BLOCKOLFT 4 1/4" DOG BONE LIFTING ANCHOR (TYPICAL) WWELD PLATE (TYPICAL 4 PLACES) Sic DETAIL 1 10' x 10' x 1/2" WELD PLATE W/ NELSON STUDS (TYPICAL 3 PLACES) 1-o x 12' CRISS-CROSS LOOP INSERT (TYPICAL) 1'-O"i 8" 1 �'-1Q' 18• i 1/2.0 COIL LOOP INSERT (TYPICAL) �1 I of I -- - -- -- + 1 1 9' k 1 7'1 3'-0• ]'-O• 3'-0• 3'-0' 3'-0• - --0- 3'-0• I 26'-10' COLUMN AND TRUSS LAYOUT UFTING RECESS (TYPICAL) SEE DETAILS 12, 13, /4 t � l o� #6 REBAR (TYPICAL) 5'-0" 5 4'-0„ wl 1 2'-0„ 1 1-0,T DUAL il �I CN I T 12" 9' I I 3" A=L 1j 1 DETAIL I. �I r #6 REBAR CONTINOUS AI ^� 22'-0" x 26'-0" 9 -On HUT FLOOR J2 CAST -IN AND INSERT LOCATIONS ou..c r••Q 26204 cvslo.uc MUCAST Coal Ilw� S. 2TWT srxL: 1/2' • 12` sm 13 or 15 10. r,d Wa—Cvo�oma +ter c K err a ozculv AMAV &w. PC M $%am 10 mmum lma=prD41.K ">r� w m = ew..m OLDOtSU PRMWW.W_ FLOOR 42, INSIDE SURFACE DOWN �., �� !_'S" ._, << I— 4' MINIMUM CHANNEL OR ANGLE STEEL WELDED TO COLUMNS AND I -BEAM 'A • 4' TUBULAR COLUMNS WELDED TO FLOOR WELD PLATES AND I-BEW 1» �2 2" I IN.J I I Tf /' I' ri \ JI\ / rr ' I`_,�, rT 1 COLUMN AND TROSS_IAYOUT I 7„ I� 1 5" 1 I # �— #6 REBAR (TYPICAL) ` 5'-0" I I 4'-0„ 1 I ,_On ` 2,_0 a e—O„ `—IN 0 ❑ a # 3„ J" 0„ I I 3„ a # 1 #6 REBAR CONTINOLIS •'' DETAIL #3 A DETAIL WS. ^^L 22'-0" x 26'-0' - 9'-0" HUT FLOOR 2 STEEL REIN ORCING LAYOUT w..c ..Q 252C4A Or" CAME a,.. S. zwff scar.: t/2• . ,2' va. , a ,s _ FLOOR_J1. INSIDE SURFACE DOWN_ I 4'-0" 1'-0" 2'-0" 1'-O" I —IN a a a I� � 9 9" 1 3„ L 12 THMW 6 11Q MOPS K aDDowu PQAA ay. wC NO6%a=A MUM on RECUESI OT M CD~. DE of~EN 9m 5 CDWVOfML NO THE FMWW ADM WI M USE Ner OFO-PJM CM -QED TE7 M MR WAD VMM VCL BE OCTMOL 10 RDCGU PRrCW EAA. W- al -DETNL.14 1 1,1 I 2,1 2 #6 REBAR CONTINOUS DETAIL E'L -0" x 26' 0' 9"-0" HUT w1rL mltm,c w7 STEEL REINARCING LAYOUT aN.c ...� 2=SM amine CRUST CABU ou.e S zww o-fC 10/21/98 scwc 1/2' • 12' sm 12 a 15 3'-0- -0' 3'-0' f. 3'-0' 3'-0' 472 + + :-- --- + + 1 /2'4 COIL LOOP INSERT (TYPICAL) + + t 1I + +-- --- I --- F, + -- T----O O O rJ + + -- r 10 x 12' CRISS-CROSS LOOP INSERT (TYPICAL) 10' X 10' x 1/Y' WELO PLATE W� 4 4 1/4' DOG BONE LIFTING ANCHOR (TYPICAL) ES) NELSON STUDS [TYPE X 3 PLACMAD xWELDx --% W PLATE (TYPEGI E` PPLLACOES) S6 DETAIL It o ;-- + I ----- -- I + 1 in 3'-0' I7'-10' I g1-S. s'-2- 7'-10' 2'-10' FLOOR fl, INSIDE RFADOWN 1mW�Am�pwT +wX01 6 rK Imwm w MCCAV fAR.K -0 6 Raw rq WL t m RRKA F "s Mow. X. un x'Kir 7 Nam MM m UK wR .rnaua owmn *Mlm M wr WJM woi u ME 210Ca ip r LIFTING SEE DETAILS RECESS 12. (3 I j ) rFF Fes`_ ►_. ' b C- o 22'-0 x 26`-0" 9'-0" HUT FLOOR j 1 CAST —IN AND INSERT LOCATIONS a,wc Mum 26705t OA wm COW= CABLE w... S. zw 10/21/95 srxc 1/2' - 12' 1t or ,s 27' T or ri� or ���� ■ii m� ■r ■n m �.■�I��� 11��� ■n nIr ■■r� ■ [ ■ m_=1 of ■■r ■r ■■r ■n r MINIEuu>o ■■e .n11■■l �� rl■ ■■■���■ nlm�� m Will CVO f I■ �� ■■ rr■r■■JI I is 1145 DPJEWMQAWPW Df1®F 6 TW PFKVVM 7 CLOD f REUSE Ew. IG w0 E RJLW 70 RET= ON REDUM IN Dd CD~. X .fOmwm Sam 6 cofmomt wo nE KCWA /OFFS 1m TO UX wn r OW= ma..cc nor A IRE W M Wo RL S OEIAEMY R aDcAsu REUSE [W.. IG 24. ROOF. TYPICAL OF 2 27._2. A--J W4W4 WIRE MESH 1� I' r S T10N AA inw RLMSO[ faE mc CONTINOUS 0 BOTTOM OF FACIA �`•f Y � aL !3 r. 22'-0* x 26'-0' x 9'-0' HUT ROOF STEEL REINFORCING LAYOUT r..Q MOSM czm- m CDW= CAME w..r. S. ZwR yrc 1012119E SCNL 112• 12s¢r 10 a IS r-- 1/2"d ALL -THREAD W/ 9/16"O HOLE V 5" X V," W/ 2 - 1/z"m X 3" LG TYPICAL BASE CONNECTION NELSON STUDS PLAN / SECTION VIEWS EWA] 2EAL2X2 W/ -/16"m MULL DETAIL 2 TYPICAL WALL CONNECTION PLAN VIEW 1HSDROMNoAwPuff DOW 15 111E PIOPUM OF MDCU E PRECAST EASE. K AM 6 S "cT M REM" ON REMPESI Rr 11G CD1sMMT. nE www101 9oRM 6 mwvD ML No 11E KWW AMn hW M USE NR MommmN CMANM npEOM M AN! -*G M*N VU BE 0050ft A OUMSU FPf= W. WC TYPE 10" X 110" X 1/2" WELD PLATE W/ 4 - 1/2"m X 21/2" LG NELSON STUDS @ 8" O.C. 1 w n I w / %L rrLly r LM I G W/ 4 - 1/2"m X 21/2" LG NELSON STUDS @ 8" O.C. wo I� DETAIL 3 T Ii \_ W8 X 24 ROOF BEAM TYPICAL LATERAL BRACING PLATE CONNECTION SECTION VIEW 2 EA 4" X 6" X 3/a" PLATE W/ 2 - 13,a"O SHORT SLOTS I \ t FAIL 4 __..M CONNECTION SECTION / SIDE VIEWS ^-- 22'-0" x 26'-0" x 9'-0" HUT .C— WE HUT CONNECTION DETAILS 2Q056 aRtt (R Cow= ME S. zmm sc.�c ,R' - 12' 9.at IS Dr t5