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Home My WebLink About1540 SULLIVAN AVENUE_1C w F i 4.6 Cd0 ® [� , C � . U w� 1540 SULLIVAN AVENUE . SOUTH WINDSOR, CONN. 06074 !�°soR•C0�'� AREA CODE 203/644-2511 L4 EPL Y TO: o SOUTH WJNDSDFZ, Cy 0s074 TtL 4-MS June 20, 1984 Mr. Thomas D'Auria Chief Building Inspector Town. of South Windsor 1540 Sullivan Avenue South Windsor, CT 06074 Re: SNETCO Cellular Tower Dear Tom: I have discussed the application for a building permit for the cellular tower with Bob Golden, Assistant State Attorney General, who states that "Section 29-2.82 of the Connecticut General Statutes exempts this cellular facility from any state or town building code." I have read that statute and agree with his opinion since that statute exempts from the State Building Code, which the Town has adopted, any structures, other than buildings,of public service companies. Clearly,SNETCO is a public service company in that category and the tower is a structure. Therefore, I believe on that basis you should issue the building permit without any consideration for the building code. However, any building on the premises is subject to the code, and you should not issue a permit for a building unless it conforms to the code. Thank you. FIRMm,1 Very truly ursy Richard M. Rittenband Town Attorney cc: - Richard J. Sartor, Town Manager - Bob Golden, Assist. State Atty General - Peter J. Tyrrell, Esquire (SNETCO) Copy of Section 29-282 enclosed § 29-279 PUBLIC SAFETY Connecticut shall be permanently labeled on the safety glazing material, by such means as etching, sandblasting, firing of ceramic material, hot -die stamping, or by other suitable means. The label shall identify the labeler, whether manufacturer, fabricator or installer, and the nominal thickness and the type of safety glazing material and the fact that said material meets the test requirements of the American National Standards Institute Standard ANSI Z-97, 1-1971 and such further requirements as may be adopted by the inspector. Such label shall be legible and visible after installation. (b) The inspector may waive the requirements of subsection (a) of this section in cases where the seller or installer of such wire glass furnishes to each buyer thereof a certificate stating that such wire glass meets the test requirements of the American National Standards Institute Standard Z-97, 1-1971, provided such alternate method is not inconsistent with federal standards. (1958 Rev., § 19-399b; 1973, P.A. 73-182, § 2, eff. Jan; 1, 1974.) Section 19-399b was transferred and set out as § 29-279 in 1983. § 29-280. Safety glazing material requirement. Liability. Penalty (a) No person shall knowingly sell, fabricate, assemble, glaze, install, consent to the installing or cause to be installed glazing materials,other than safety glazing materials in, or for use in, any hazardous location. (b) No liability under sections 29-278 to 29-281, inclusive, shall be created as to workmen who are employees of a contractor, subcontractor or other employer responsible for compliance with said sections. (c) Any person who violates the provision of sections 29-278 to 29-281, inclusive, shall be fined not less than five hundred dollars or more than ten thousand dollars or imprisoned not more than one year or both. (1958 Rev., § 19-399c.) 0 ion 19-399c was transferred and set out as § 29-280 in 1983. § 29-281. Statute supersedes local ordinance Sections 29-278 to 29-280, inclusive, shall supersede any local ordinance or parts thereof relating to the subject matter of .said sections. (1958 Rev., § 19-399d.) Section 19-899d was transferred and set out . as § 29-281 in 1983. § 29-282. Applicability of sections This part shall not apply to structures, other than buildings, of public service companies subject to regulation by the department of public utility control. (1958 Rev., § 19-403; 1977, P.A. 77-614, § 162, eff. Jan. 1, 1979; 1980, P.A. 80-482, § 171, eff. July 1, 1980.) Section 19-403 was transferred and set out as 1977 Amendment § 29-282 in 1983. 1977, P.A. 77-614, § 162, eff. Jan. 1, 1979, provided for change in term "public utility con- 132 PUBLIC SAFE trol authority" to trot within the d tion". 1980 Amendment 1980, P.A. 80- provided for char §§ 29-283 to 29 PART § 29-291. Corn For the purpc safety, the comr delegate to any expedient for thi Prevention and s (1958 Rev., § 29-3' Section 29-39 w; § 29-291 in 1983. 1977 Amendment 1977, P.A. 77-E Provided for chang commissioner" or " § 29-292. Fire s occupanc (a) The state fi gate and adminh regulations in sai therefrom, in all I by one or two fai shall include provi designed to be oc ur after October i or more families October 1, 1978, Standard Number tons shall provid( such equipment si purpose, protectiv and replacement require that smok4 buildings shall be and location of inc building official, t AC SAFETY iPUBLIC SAFETY § 29-292 such means )ther suitable ,r or installer, fact that said .rds Institute lopted by the etion in cases er thereof a he American tte method is )nsent to the 1. materials in, •reated as to �r responsible t,rol authority" to "division of public utility con- trol within the department of business regula- tion". 1980 Amendment 1980, P.A. 80-482, § 171, eff. July 1, 1980, provided for change of term from "division of public utility control within the department of business regulation" to "department of public utility control". §§ 29-283 to 29-290. Reserved for future use PART II. FIRE MARSHALS AND FIRE HAZARDS. FIRE SAFETY C DE § 29-291. Commissioner to serve as state fire marshal For the purposes of this part and any other statutes related to fire prevention and safety, the commissioner of state police shall serve as the state fire marshal. He may delegate to any member of the state police department such powers as he deems expedient for the proper administration of this part and any other statute related to fire prevention and safety. (1958 Rev., § 29-39; 1977, P.A. 77-614, § 486, eff. Jan. 1, 1979.) Section 29-39 was transferred and set out as to "commissioner of public safety", and from § 29-291 in 1983. "state police department" to "division of state 1977 Amendment police within the department of 'public safety". iclusive, shall 1977, P.A. 77-614, § 486, eff. Jan. 1, 1979, Law Review Commentaries td dollars or provided for change of terms from "state police Administration of Connecticut State Fire Safe- a; commissioner" or "commissioner of state police" ty Code. (1978) 10 Conn.L.Rev. 1016. § 29-292. Fire safety code. Smoke detection and warning equipment. Certificate of occupancy. Review of plans and specifications; fees (a) The state fire marshal and the codes and standards committee shall adopt, promul- gate and administer a fire safety code and at any time may amend the same. The regulations in said code shall provide for reasonable safety from fire, smoke and panic nee or parts 7 therefrom, in all buildings and areas adjacent thereto except in private dwellings occupied by one or two families and upon all premises except those used for manufacturing, and shall include provision for smoke detection and warning equipment in residential buildings designed to be occupied by two or more families for which a building permit is issued on or after October 1, 1976, and in new residential buildings designed to be occupied by one T or more families for which a building permit for new occupancy is issued on or after October 1, 1978, to provide Level Four Protection, as defined in the 1974 edition of Standard Number Seventy-four of the National Fire Protection Association. Said regula- tions shall provide the requirements for markings and literature which shall accompany ice companies such equipment sufficient to inform the occupants and owners of such buildings of the purpose, protective limitations and correct installation, operating, testing, maintenance § 171, eff. July and replacement procedures and servicing instructions for such equipment and shall require that smoke detection and warning equipment which is installed in such residential buildings shall be capable of sensing visible or invisible smoke particles, that the manner and location of installing smoke detectors shall be approved by the local fire marshal or Jan. 1, 19791 building official, that such installation shall not exceed the standards under which such blic utility con- 133 L 0 `1"- 0.4 T A -7/0/V edJJ4. /�j/aG�C ELCY.'¢Dh. 1 t2 QU1iZLID N "ILIA . 0/QUA4A4 LOT �I�E-�oyaaa _ ti�� c L/ �= ro N M. � A N O I-L. f- L G V.4 05. 5 y • O i g /00i. 200-00' L� raC�Y►� 200 F Y, M II..J. 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II 1 SHEET SOumern ivew cngiana mepnone U J� 4- OF —5 . Office of the District Manager - Building Design _- S-E, C T ' 0 N REVISED. LOCATION L r - .�� z;! ► o l► 4 S 0 U T "W V\/ ! N D S 0 P, CO N N. Ud�llll llNllNNpypyq �•'�' � c.J - � ,�J.V 9y u e+.•r.r..,,' �'y' ! DESCRIPTION — �A -- CLLLULAa, .12A010 CALL 1B E . v ch 10 VV E �2 0 U N DAs: , 0 t�1� 04tt GIRARD & CO. ENGINEERS `� � Na. eana 40 Wethersfield Avenue F HARTFORD, CT 06114 F DRAWN BY DATE FILE JOB NUMBER r� d CHECKED BY C 3 8 9.0 3 R A ^ • ' SAL,E c v V, v v v v 11> w i �,\��.15tTh .. � • ^ i� ' • M � _-••--yp�� J• 4 � • ��WcjT�h.�y .. •{�'`Y�,'^�. .,.+-... ,. - 'l1 ..a _ �4 '" h .� . -�"'^ .h �" •#.;.�lh. 1wF�.h. ' - ice.. - b. Fill within the building area, fill below the slab on grade, and 7. CAULKING: GENERAL NOTES fill above the tower foundation shall be a clean bank run gravel, free of loam, clay, roots, etc.; maximum coble size 2". Fill a. Apply caulking around door frames, vent and louver frames, conduit material shall be placed in 12" layers and compacted to 950 of the entrances, and around HVAC units. 1. SITEWORK: modified proctor density as defined by the A.S.T.M. b. Caulking to be "Pecora" #GC-9 sealant.or equal. Color as selected a. Strip all topsoil within tie building are (All area within 3. CONCRETE: by the,owner. the new perimeter fence.) , a. All concrete shall test not less than 3,000 PSI at 28 days. 8. STEEL DOOR: b. Remove all trees and brush within the fenced area and drive. Remove roots and stumps and boulders. Remove all materials b. Reinforcing steel shall be A.S.T.M. Grade 60. a. New steel door shall be flush, seamless hollow metal, 16 ga. with from the site.' rigid Urethane core, 3'-6" x 8'-0". C. Submit concrete mix for Engineer's review. , C. Remove all boulders from the drive and fenced area. Boulders re- b. Threshold shall be "Zero" aluminum or equal. movdd within the fenced area shall be stockpiled on site as d. Concrete testing will be paid for by the Owner. directed by the Engineer. C. Hardware shall be "Sargent", "Schlage", "Russwin", "Stanley" or e. All footings to bear on non -fractured ledge rock. If rock is not approved equal. Finish to be U.S. 10. d. Grade areas to uniform surfaces ready to receive stone surface. encountered within 2 feet below the specified elevations, notify i Grade area so that surfaces slope away from building. the Engineer before proceeding with the work. d. Provide 2 pair heavy duty B.B. but Stanley F.B.B. 191 x US10, 4-1/2 x 4-1/2 with non -removable pins. Lockset to be Sargent e. Stone for drive within the fenced area, and area wit7700 in the fence 4. UNIT MASONRY: line mortise set with removable core cylinder.. Cylinder shall be a mix of 3/8" to 1" clean washed natural st ne. (Not to conform to owners maximum security system. Unit to be 83-7704 broken stone.) Stone type shall be "Farmington" waled stone. a. Concrete block units shall conform to A.S.T.M. C-90, Type I, Grade OB. Overhead closer to be Russwin No. 2810 S.-B.L. Depth shall be 4 inches. / N-1. ° e. Provide dead bolt keyed similar to lockset. f. Gravel for drive shall be a clean processed gravel meeting grade b. Portland Cement shall conform to A.S.T.M. C-150; masonry cement B" requirements of C.D.O.T. specification form 812. Gravel shall conform to A.S.T.M. C-91. f. Provide 3/16" steel plate "pick -proof" guard on exterior of door shall be rolled to a uniform, dense compacted surface. - at lockset. • C. Hydrated Lime shall conform to A.S.T.M. C-207. g. Chain Link Fence g. Keying shall be per S.N.E.T.C.O. . d. Sand shall conform to A.S.T.M. C-144. 1) All material to be galvanized. Fabric to be No. 9 gage, 2x2 9.' EXTERIOR WALL FINISH: mesh, top and bottom selvages to have twisted and barbed e. Block shall be laid in running bond. Outside joints struck flush finish. Line posts not further than 10' apart to be 2" O.D. with block, inside joints tooled concave. a. Provide a complete insulated, weathertight, durable stone finish, galvanized standard pipe. End posts shall be 3" O.D. pipe. together with all required galvanized clips, hardware and attach - Top rail shall be 1-1/2" O.D. galvanized steel pipe. Bottom 5. ROUGH CARPENTRY: meats as shown on the drawings. of fabric to be rei forced with one strand of suitable coil spring wire. Cornet fitting•shall be malleable castings or a. Lumber for rafters shall be kiln dried, 19% maximum Joisture con- , b. Theexterior wall finish stem to be "STOLIT" finish s a y pplied over "h pressed steel. tent with a stress level of 1,200 PSI in bending or equal. a mechanically attached rigid insulation, all as manufactured by r + STO. Energy Conservation Inc., Box 219 Rutland, VT. Color range 2) All post setting to be 3'-0" in 2000 PSI concrete footings 12" b. Lumber used for plates, cant strips, and blocking shall be pre- to be selected by the Owner. diameter concrete to extend from 3" above ground (sloped top) servative treated; "Wolmanized" or "Osmose" K-33 or equal. to 6" below bottom of posts. If rock is encountered, core 10. PAINTING: drill rock and set posts in "POR-ROK" grout. C. Plywood for roof sheathing shall be A.P.A. Exterior C-C. a. All exterior and interior metal surfaces shall be painted using 3) Terminal posts at gate openings shall be of the size required 6. ROOFING: Alkyd resin -oil or latex enamel. Bare metal shall receive one to support the gate and be properly anchored. primer coat and 2 finish coats. Factory primed metal to receive a. Single membrane, loose laid, stone ballasted roofing over slip 2 finish coats. 4) Gates shall be of the size indicated on the drawings and shall sheet, complete with compatible gravel stops and flashing. Roofing t \ be constructed of members and bracing of sufficient size to and installation equal to 'Sarnafil' Type S. Stone to be clean, b. Concrete floor shall receive two coats of "Florok" as manufactured provide a free swinging, non -warping gate leaf. Provide cen- round, unbroken, washed, natural stone, 3/4" to 1-1/2" in size; by the Charger Co. ter pins and hasp for padlock on all gates. laid to provide dead weight over the membrane. Lay full width rolls full length of roof with 4" lap at welded joints. Provide C. Interior concrete block walls and ceiling - 1 coat sealer/filler 2. FILL AND BACKFILL: 10 year manufacturer's guarantee plus 5 year installation guarantee. and one coat latex base semi -gloss. a. Fill around the exterior to the foundations may be surplus excavated d. Colors shall be selected by the Owner. materials from the site. 0 r 1. 4 4 � ;U dAN NNNN.I,a 'NI�hP Ile- S 'Ci No. 8408 e 1 .y Np 84013 jr 4 • Bch �? i'L °` ' ti fir ' .e OWES —'`/ �O � 1� i--�•fs'ER�- e. a�2 c 'QNA- 1 �rrONAL iNN090 11. CLEAN UP: a. The Contractor shall keep the site clean and free of debris on a daily basis. b. Final clean up shall include t1he removal of all trash, rubbish, and surplus materials. C. The interior of the,building s all be clean and free of all dust, dirt, and deleterious materials. 12. GENERAL REQUIREMENTS: a. The Contractor shall provide complete protection of abutting pro- perties during the construction period. Complete protection to life and property is vital and mandatory. b. The Contractor shall visit the site before bidding to familiarize himself with any unusual site conditions. t 0 I 1 4. 5/II i'V 1. 4 4 � ;U dAN NNNN.I,a 'NI�hP Ile- S 'Ci No. 8408 e 1 .y Np 84013 jr 4 • Bch �? i'L °` ' ti fir ' .e OWES —'`/ �O � 1� i--�•fs'ER�- e. a�2 c 'QNA- 1 �rrONAL iNN090 11. CLEAN UP: a. The Contractor shall keep the site clean and free of debris on a daily basis. b. Final clean up shall include t1he removal of all trash, rubbish, and surplus materials. C. The interior of the,building s all be clean and free of all dust, dirt, and deleterious materials. 12. GENERAL REQUIREMENTS: a. The Contractor shall provide complete protection of abutting pro- perties during the construction period. Complete protection to life and property is vital and mandatory. b. The Contractor shall visit the site before bidding to familiarize himself with any unusual site conditions. t 0 I 1 4. 5/II i'V ifs IA to 1/_ !' Rri I- _ rr, r[ M.i✓.�uT �- H1'VL-:1 vtTVWCLV tC7 t CNJL= L-KNCIC t—U71 • 5(g"pig, COPPER \. �-ADWELD Ta yT5 E t- I - COVER PL6TE --- - - - — - - - - ��tl'Ic>li)lp 6ROUM t t of C N b� . r S0PPORT Q - R4iO TWP-, 5T1=EL i /' i 2L6TE RSG'C i I �Y CONi �R -- - ; �DIAIEL0 To,S EL 'jb5� 1. h CaQOil�l�lt�l� CON�1.To { PL4TE- 1 �qU�P-�� FRF1Mt:S - I -- 0 - - 8' No• P- AWU T-fPC- T4Y4 STr AMPEO COPPER I VV114e, OUNT MA II � WIN N�T��a L. I'- of ,,, F, F ' I . IvIrE2WAL To Td it, LD�- WN1 �A �5aOy1 iv4 No,2 -o tAo 2 I � L---� O To T{+-E F;,�)N D 1 Ny No-2 Tb � r----� �A0.2 US>< CdDWEL.D CCMF1 , -j, Co#,J7Q�Y-TN2 1j2146L.L- PE2F612M' A Wes tSTht�G.E Tm C50OUQ? �sT Ctl e7 NTiRE SYSTEM. c�)LAtAITC3) I i CO I>I Es OF _ T ES1- P- E sl1 LTA =cR T=- tA(241 N E 2 2� aV/SL • T SI-F/SLt�E 0-7 P-FOP-FOPED 4T C I C� FZo il f� D i3�R �t Ft- arr OT Pot �Ts . - ' 1 I C6Dw0 ra (5 Ro U ►.D aAl? mz O C6DWP-LD �10 DOOR 512Mr- f i 2 AW61 C69 WEL-L T6 (aATg POST _ r t RouQDC C4 4 Tr=- posr L A q r 4MrE-KMA (;Y49V- ' 1=QLJI P M E0T �,L176 • M 4 _ T I x -91?,. CT I°:)L)RILD [LECTRIC. SERVICE - 4'4 PVr, Tc LEPPot1E, W1=w Fo L. E �\ cats 01� Ts Ru�1 U►Jb�RCaRoUt�JD 113Y S,�,E11, \ .$Y y.9,FIT. Ct Nsvq ,PO4c• �. Nl E.T . �T`(PI cAQ EA EMS ry T �S.ITE LJTILITL A H --- TOPPER GROUND �)41? (1/41' TNK x 4j11•+.x11-411 L, gfa� ET R 11�-� ��oLJND CaDw�cD COtiI Nr=CTIo�! ! F., - V I��1IV. p .r•s� ir. �,y `sir ""- YVIM1� - _ __. f_ _. -_• { WI.tflN-r�cTT�L1c coUI�i11-P�o �� — - - (2) 2 X4' >=IRE 1�t=T4f?DD►�T' -- - -- - _ i N66D SU{�ORTS 64PWELp Co M, TFP, �lIWT !)L1SHINU �C6ULKIfJa<7YP,) , � _��`. , , _ 1-4'I - 4' x 114"COPPER1. Ll 8" Q16, COF PER `� cxRC)! 0 0 411 I--�-r--r-- - - - _ T DGTAIL 0 '7 �pisc�5 2", 111 i• t E T 4 1 � I p"43 *IU,C-T DOLE 1 SINGLE PHASE, 1 20/240VOLT,3 WIRE SHEET aoumern view m9onu vevepnone 7 OF 8 Office of the District Manager - Building Design REVISED LOCATION SOUTH- WIND S O R SCRIPTI L 1E ULAR RADIO CELL SITE I ELECTRICAL PLANS&DETAILS DRAWN BY DATE FILE JOB NUMBER L rT., 3--19_g ME_ CHECKED BY SCALE � rLJ/ 2 i A MECHANICAL -NOTES: M-1 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH LATEST ASHRAE STANDARDS, AND MANUFACTURER INSTRUCTIONS. 4 M-2Y' THE CONTRACTOR(S) BEFORE SUBMITTING BIDS SHALL EXAMINE THE SITE WITH PLANS,IN HANDS AND BECOME FAMILIAR WITH JOB AND CONDITIONS UNDER WHICH WORK SHALL BE PERFORMED., M-3 FURNISH AND INSTALL THROUGH THE WALL PACKAGE AIR CONDITIONING, HEATING AND VENTILATING UNITS AS SHOWN ON DRAWINGS AND AS DESCRIBED BELOW. UNIT SHALL BE -SELF CONTAINED INCLUDING ALL OPERATING AND TEMPERATURE CONTROLS. ALL CONTROLS SHALL BE FACTORY INSTALLED EXCEPT FOR ACCUSTAT SPACE THERMOSTAT. UNIT SHALL BE "BARD W/PACIFIC AIR ECONOMIZER PACKAG€" WA49 AND SHALL BE SUITABLE FOR SINGLE -PHASE 240 VOLT OPERATION. (PACIFIC AIR, 1200 E. CERRITOS AVE., ANAHEIM, CALIFORNIA. (714-991-5400). UNIT PERFORMANCE — 49,000 BTUH TOTAL AT 1725 CFM OF AIR AT INDOOR TEMP. OF 800 FDB. COMPRESSOR 23 FLA @ 230 VOLTS SUPPLY FAN 4.0 FLA @ 240 VOLTS EXHAUST FAN 2.8 FLA @ 230 VOLTS ELECT. HEAT COILS 2 STAGE @ 5 KW EACH = 10 KW A DAMPER SYSTEM SHALL BE FURNTSHF0 WTTHTN THE IINTT WTTN n11TnnnD ATD ANn DL'TIIDN ATD nAmoCDc CVCTCIU CLIAI I "TV /V 1T `0 On 11 Tn AC /•l11 1 rn VV V1. r1i 1. !"11V ILI VIvnln un rlr Ll�J. JIJILI•i J1"11LL 111h UUIUUUK AiK AJ LIiLLtU FOR THE AUTOMATIC CONTROL, WITH RETURN AIR PRIOR TO PASSING THROUGH THE COIL AND AIR DISTRIBUTION FAN. THE SYSTEM SHALL BE CAPABLE OF DELIVERING 100% OUTDOOR AIR WHILE CLOSING OFF RETURN. TEMPERATURE CONTROLS A START SWITCH SHALL INITIATE UNIT FOR COOLING OR HEATING OPERATION DEPENDING ON CALL OF THE ROOM ACCUSTAT. THE FIRST STAGE OF COOLING SHALL PERMIT THE ECONOMIZER TO'OPERATE AND CYCLE FAN TO MAINTAIN 760F. HEATING UPON A DROP IN TEMPERATURE BELOW 55OF ROOM ACCUSTAT. THE FIRST STAGE OF HEATING SHALL BE ACTIVATED, THE SECOND STAGE OF COOLING SHALL BE ACTIVATED TO MAINTAIN 650 BY CONTACT ON LIGHT SWITCH. ECONOMIZER THE FACTORY INSTALLED ECONOMIZER SHALL BE SET,ON THE "B" RANGE AND ALLOWED TO OPERATE BY THE ROOM ACCUSTAT FIRST RANGE OF COOLING. IN NON —FAN OPERATION OUTSIDE DAMPER SHALL BE CLOSED. THE ECONOMIZER SHALL MODULATE THE RETURN AND OUTSIDE AIR SUPPLY TO MAINTAIN THE SET AIR ENTHALPHY, COOLING ABOVE THE ECONOMIZER RANGE SHALL BE ACCOMPLISHED BY THE SECOND STAGE OF COOLING. THE CONPRESSORS SHALL RUN WHEN SPACE 'I'EWI ATURE RISES ABOVE THE 80 DEGREE SETPOINT. EMERGENCY_ VENTILATION PROVIDE A REMOTE MOUNTED TOGGLE SWITC, -) OPEN OUTSIDE DAMPER AND INITIATE FAN OPERATION OFF ACCUSTAT FIRST STAGE OF COALING. ~COMPRESSOR SHALL BE LOCKED OUT FOR THIS '-IOD`- OF OPERATION. FILTERS 30/30 2" FILTERS SHALT. BE FACTORY INSTALLED. SUPPLY 1ND RETURN GRILLE SHALL BE SUPPLIED WITH PACKAGE UNITS. SUPPLY GRILLE SHALL —ALLOW FOUR WAY DEFLECTION. M-4 DRAIN PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER'SOLDER FITTINGS. M-5 PROVIDE AND INSTALL ESCUTCHEONS WHERE PIPES PASS THRU WALLS AND FLOORS. M-6 PROVIDE AND INSTALL VOLUME CONTROL DAMPERS AS SHOWN ON DRAWING OR AS REQUIRED FOR PROPER BALANCING OF SYSTEM WITHIN + 10% OF VALUES SHOWN. — M-7 ALL PARTS REQUIRING LUBRICATION SHALL BE FRESHLY AND FULLY LUBRICATED PRIOR TO TURNOVER OF EQUIPMENT. M-8 CONTRACTOR SHALL PROVIDE AND INSTALL A DEHUMIDIFIER BASED ON WHITE—WESTINGHOUSE MODE ED308F, STOCK NO. 3H292 WITH A CAPACITY TO REMOVE 24 PINTS/WATER/24 HOURS. UNIT SHALL BE U.L. LISTED. PROVIDE AND INSTALL A DEHUMIDIFIER•CONTROL MODEL NO. 2EO82, CATALOG NO. H46E1013 AS DISTRIBUTED BY GAINGER, INC., MAXIM ROAD, HARTFORO,r,CONNECTICUT. TEL: 525-1967. DEHUMIDIFIER CONTROL SHALL BE WALL MTD. DE —ACTIVATED CONTROL ON UNIT. M-9 ENVIRONMENTAL ALARMS —HIGH HUMIDITY ALARM—HONEYWELL #H600A1(14. NORMALLY OPEN FOR HUMIDITY BELOW 60% RH, CLOSE;ABOVE THIS SETTING. M-10 LOW TEMPERATURE ALARM—HONEYWELL #T631C1103. NORMALLY OPEN `'0V�.1450F CLOSE BELOW THIS SETTING. M-11 HIGH TEMPERATURE ALARM—HONEYWELL #T631V1103. NORMALLY OPEN �OLOW 90OF CLOSE ABOVE THIS SETTING. I USE TERMINAL. STRIP IN JB TO PARALLEL THESE CONTACTS. ELECTRICAL NOTE,) E-1 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH LATES' t..t_.C. STATE AND LOCAL CODES. E-2 WIRES AND GABLES A. BRANCH AND FEEDER CONDUCTORS SHALL BE NEW COPPER WITH 600—VOLT CODE GAUGE INSOLATION, CONFORMING TO NEC REQUIREMENTS AND SHALL BE TYPE THWN EXCEPT AS FOLLOWS: 1. IYPE TW MAY BE USED IN ARMORED CABLE BRANCH CIRCUITS AND TEMPERATURE CONTROLS, ALARM AND SIGNAL SYSTEM., 2. AS RECOMMENDED BY THE MANUFACTURER OF EQUIPMENT. E-3 GALVANIZED STEEL CONDUIT — U.L. LABELED WITH SUITABLE FACTOR APPLIED INTERIOR COATING OR LINING FOR EASE Ire PULLING WIRES. USE STANDARD R()DIUS BENDS ON CONCEALED CONDUIT AND EITHER STANDARD BENDS OR THREADED "L" FITTINGS EQUAL TO GROUSE — HINDS ON EXPOSED WORK. C-4 ELECTRICAL METALLIC TUBING — U.L. LABELED, ZINC COATED, WITH FACTORY APPLIED INTERIOR LINING OR COATING FOR EASE IN PULLING WIRES. USE STANDARD RADIUS BENDS FOR CHANGES IN DIRECTION EXCEPT 'It" FITTINGS MAY BE USED WHERE NECESSARY ON EXPOSE WORK. ALL CONNECTORS AND COUPLINGS SHALL BE EITHER COMPRESSION TYPE EQUAL TO T AN[) B OR HEAVY DUTY SET SCREW TYPE EQUAL TO ELECTRIC TUBE PRODUCTS. INDENT OR CRIMP TYPE CONVECTORS ARE NOT ALLOWED. E-5 FLEXIBLE METALLIC CONDUIT — U.L. LABELED, SINGLE STRIP, SPIRALLY WOUND GALVANIZED ARMOR EQUAL TO NATIONAL FLEXSTEEL "A—B—C" USE GALVANIZED FITTINGS AND CL&MIPS. E-6 FMC FOR FI[Al. CONNECTIONS TO MOTORS AND EQUIPMENT MOUNTED CONTROLS, 18" MINIMUM LENGTH. E-7 CABLE OR EMI MAY BE USED WHERE PERMITTED BY CODES GOVERNING, FOR LIGHT FIXTURE BRANCH WIRING ABOVE HUNG CEILING. ALL HOME RUNS SHALL BE F.MI OR RIGID CONDUIT. 1E-8 IN GENERAL, CONDUIT SHOULD DOWN FEED INTO PARTITIONS FROM HUNG CEILING SPACE AND IN NO CASE UP FROM THE FLOOR WHERE PARTITIONS ARE NOT OF THE PERMANENT MASONRY TYPE. 1 ' E-9 THE ENDS OF ALL CONDUIT SHALL BE REAMED BEFORE ASSEMBLY AND BUSHINGS AND LOCKNUTS PROVIDED WHERE THEY CONNECT TO BOXES. F-ln a. ,v AI I rnNni1TT CNAI 1 RF WIN Tn AVnTn i nW DnrlePTC LIWTru MTr-WT rm 1 GrT WATPD Alun rVIDTINIC TKICTAI 1 nTTnnl nnCA1 rl11nC CUn1 I rnnnrn •w.•+ vV,. a. al,•.a_a.. u� •. V1. 1V •.. V11A LVI. I VV11115 I\11MI, 1-Itu111 CKLLUI WATER AND DURING 1161l1LLnI1VI'I, V1-L-11 LIYUJ SHALL DUEL: C11A%P LU. E-11 SPLICES FOR #10 OR SMALLER CONDUCTORS SHALL BE MADE WITH U.L.' APPROVED SOLDERLESS CONNECTORS BASED ON MINNESOTA — MINING AND MANUF. CO. "SCOTCHLOX" TYPE S, M, OR L. BUCHANON RO T & B "STAKON". SPLICES, CABLE TOPS AND TERMINALS FOR #8 OR LARGER CONDUCTORS SHALL BE MADE WITH U.L. APPROVED BOLTED PRESSURE CONDUCTORS, BRONZE OR COPPER CONSTRUCTION, AS MADE BY T & B OR BURNDY. _ E-12 PROVIDE TWO SURFACES MOUNTED INDUSTRIAL GRADE 2' X 4' FLUORESCENT FIXTURES WITH'A MINIMUM OF 25% UPLIGHT. BASED ON SYLVANIA PV25 SERIES. THESE FIXTURES SHALL BE EQUIPPED WITH THOM1AS INDUSTRIES ELECTRONIC BALLAST AND F35 LW/RS/MW LAND OR APPROVED EQUAL. MOUNT TIGHT TO OVERHEAD AND SWITCH AS SHOWN ON DRAWING. E-13 PROVIDE AND INSTALL 0 TO 60 MIN. MARK TIME SWITCH WITH NO- MATNTATNFn PnSTT MN_ E-14 PROVIDE A SPECIFICATION GRADE DPST TOGGLE SWITCH BASED ON HUBBELL #8802 AND 2 DUPLEX OUTLETS 120 VOLT OUTLETS SPECIFICATION GRADE BASED ON HUBBELL #5252 ME NA 5-15R. MOUNT TWIST TIMER, DP6T AND 1 )UPLEX WITHIN 8" OF DOORFRAME — REMAINING DUPLEX BY PP-1A. E-15 PROVIDE ON CEILING A LEE PRODUCTS "A" SIZE 18" X 6" HINGED a JUNCTION BOX WITH A SQD GP-3 TERMINAL STRIP OR APPROVED EQUAL. PROVIDE THE ALARMS SHOWN ON DRAWING AND DESCRIBED BELOW. ALL ALARM FUNCTIONS WILL BE ACTIVATED ON MOMENTARY CONTACT CLOSURE. E-16 DOOR SWITCH—LOCKNETIC S674 AND MAGNET, SPDT. CONTACT WILL BE HELD OPEN WHEN DOOR IS CLOSED. PROVIDE 2# 16 AWG AS SHOWN IN 1/211 EMT. E-17 CONTRACTOR SHALL PROVIDE AND INSTALL OUTDOOR LIGHTING FIXTURE BASED ON SYLVANIA WEATHERBEST CAT. NO. 180 WITH 60 WATT LAMP. 120N, AVAILABLE AT GRAND LIGHT AND SUPPLY CO., NEW HAVEN, CONN. CONTACT ROBERT PARKS 777-5781. SEE NOTE E-13 ALSO. E-18 CONTRACTOR SHALL PROVIDE AND INSTALL NEW METER AND METER SOCKET BASED ON G.E. 700 X 22G9 DEMAND METER AND 7413G1 METER SOCKET FOR 200 AMPS, 10, 3W., 120/240 VOLTS. E-19 CONTRACTOR SHALL PROVIDE AND INSTALL NEW POWER PANEL BASED ON GENERAL ELECTRIC TYPE NAB, 200 AMPS, 1 PHASE, 3 WIRE, 120/240 VOLTS MAIN CIRCUIT BREAKER WITH TYPE TQD FRAME AND BOLTED —ON BRANCH CIRCUIT BREAKERS AS SHOWN ON ELECTRICAL RISER DIAGRAM. PANEL SHALL BE SIZED FOR 40 1 POLE SPACES. MAIN BREAKER SHALL BE RATED FOR 11,000 AMPS AVAILABLE FAULT CURRENT. PROVIDE A FULL PIANO HINGE COVER. FACTORY INSTALLED WALKING BEAM FOR PUSH—PULL OPERATION FROM "NORMAL" TO "EMERGENCY" AND VICE VERSA. COMPLETE INDEX TO SHOW WORK. PROVIDE AND INSTALL LAMICORE PLATES INDICATING "PP —IA" AND "STAND BY". PROVIDE G.E. TLP 175 LIGHTING ARRESTOR. CONNECT TO THE PRIMARY SIDE OF MAIN CIRCUIT BREAKER. I I MOUNT PANEL ON 4' X 8' X 3/4" FIRE RETARDENT PLYWOOD BACKBOARD. PRIME WITH ONE COAT OF ALKYD UNDER BODY PRIMER AND TOW (2) COATS OF I RETARDO #200. E-20 PROVIDE 3 PHASE LIGHTS — BASED ON ALLEN—BRADLEY 800 FULL VOLTAGE UNITS WITH AMBER LENSES. E-21 CONTRACTOR, SHALL PROVIDE AND INSTALL COPPER GROUND BUSBAR, 1/4 THICK, 5" WIDE AND 16" LONG. E-22 IDENTIFICATION NOMENCLATURE THE ELECTRICAL CONTRACTOR SHALL FINISH AND INSTALL LAMICORE, NON METALLIC TYPE NAMEPLEATES TO IDENTIFY ALL ELECTRICAL EQUIPMENT COVERED IN 'THIS PROJECT AND AS SHOWN ON THE ONE LINE DIAGRAM. ALL NAMEPLATES SHALL BE BLACK WITH WHITE LETTERS. THE NAMEPLATES SHALL BE FASTENED WITH SCREWS ON THE EQUIPMENT. —'--- _ —-- —•---- ________ _ E-23 PROVIDE AND INSTALL A RUSSELL AND ST'OLL OUTDOOR RECEPTACLE, 100 AMPS, 1 PHASE, 3W., 120/240 VOLTS CATALOG NUMBER JRSA1034H RECEPTACLE AND JPS1034H PLUG. SHOP DRAWINGS A. SUBMIT SIX COPIES TO THE ENGINEER, LISTS OF ALL MATERIALS, FIXTURES AND ELECTRICAL EQUIPMENT TO BE INCORPORATED IN THE JOB, INDICATING THE MANUFACTURER'S NAMES, WITHIN TEN DAYS AFTER AWARE OF CONTRACT. B. APPROVAL OF MATERIALS WILL BE BASED ON MANUFACTURER'S PUBLISHED RATINGS. ANY MATERIALS AND EQUIPMENT LISTED WHICH ARE NOT IN ACCORDANCE WITH THE SPECIFICATION REQUIREMENTS, MAY BE REJECTED. FAILURE TO SUBMIT WITHIN THE TIME LIMIT WILL BE CONSIDERED VIOLATION OF THE SPECIFICATIONS AND THE SUBMITTAL MAY BE REJECTED. THE ENGINEER WILL THEN HAVE THE RIGHT TO SELECT SPECIFIED MATERIALS AND EQUIPMENT, THEREFORE, WITH NO ADDITIONAL CHARGE TO THE OWNER. C. SUBMIT DETAILS OF SYSTEMS AND EQUIPMENT TO THE ENGINEER FOR APPROVAL. WITHIN 30 DAYS AFTER THE AWARD OF THIS CONTRACT. D. ALL THE SYSTEMS AND EQUIPMENT SHALL BE SUBMITTED AT ONE TINE. • r E. EACH SYSTEM SUBMITTED FOR APPROVAL SHALL INCLUDE A COMPLETE WIRING UTAURAM OF THE SYSTEM, PREPARED BY THE EQUIPMENT MANUFACTURER, SHOWING ALL CONNECTIONS AND ALL EQUIPMENT.. STANDARD WIRINU DIAGRAMS SHALL BE MODIFIEu WhEkE NECESSARY TU THE SPECIFIC SYSTEM. THE ELLLTkILAL uuI4'TRALTOK 'tnm L' ut kE,)P0W5f6LE rOR ADAPTING THE WIRING iIAGRAMS TO THE CONDUIT SYSTEMS AND FOR PROVIDING ADEQUATE " CONDUIT RACEWAYS. F. THE APPROVAL OF SYSTEM, EQUIPMENT AND SHOP DRAWINGS IS A GENERAL APPROVAL, SUBJECT TO THE CONTRACT DRAWINGS, SPECIFICATIONS AND VERIFICATIONS OF ALL MEASUREMENTS Al THE JOB. APPROVAL DOES NOT PELIFVE THE ELECTRICAL CONTRACTOR FROM THE RESPONSIBILITY OF SHOP DRAWINGS ERRORS. Y t G. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY CHECK ALL SHOP DRAWING, PR:t)R TO SUBMI`_>SI )N FOR APPROVAL. OPERATING _INSTRUCTIONS AND MANUALS A. THE CONTRACTOR SHALL SUPPLY. THREE (3) COMPLETE SETS OF APPROVAL 4 4 NGS, ENGINEEPING DATA SHEETS, MAINTENANCE AND OPERATING INSTUCTION MANUALS FORS ALL SYSTEMS AND THEIR RESPECTIVE EQUIPMENT, THESE MANUAL`_, SHALL BE INSERTED IN VINYL COVERED THREE—RING BINDERS. ELECTRIC SERVICE ENTgANCE - DIRECT BURIED CABLE SERVICE TRENCH - Trench as specified shall be in as direct a line aq possible from riser pole; handhole or other facility of the electric distribution system from which service is to be supplied to the building. Trench shall be excavated and backfilled by Contractor. Trench depth shall provide 24" minimum cover over service cables to finished .grade. Bottom of trench shall be smooth and free of any sharp objects or stones. No foreign facilities, other than communications including CATV, shall be in the supply Service cable trench. In backfill within 4" of cables there should be. no large or sharp rock or any other objects that might damage cables. Sand backfill above and below the cables may be required at the option of local,electric operations. Corrosive fill such as cinders shall not be used. p,iser at pole shall be constructed in accordance with power company standards. Riser at building shall be inaccordance with power company standards. REVISED CONDUIT - Under areas accessible to vehicular traffic excepting driveways to residence garages a capped conduit should be installed alongside the cable. (Conduit to be used in event of cable failure). If necessary to permit backfilling of trench in a highway to allow passage of traffic, the conduit may be buried and cable pulled into it later. Conduit shall be Type DB PVC, galvanized steel or concrete encased EB PVC except that in disturbed earth,,(filled areas) conduit shall be galvanized steel. i I• 1A 0 SINGLE PHASE, 1 20/240VOLT,3 WIRE is ;x, WEST ------ iARTFORD 'I %f r"l rr_____________ , J li ` v IIIIIIIII0 it I ( R -+ - . 1 lit ' k Uwker' nt ° �, ., ` ; 11"cnn at "— 'y ;s�•:�. . z «Irr.� ,y v ala r „ 's+ p a, \\\ O<TA. V .ate it -- UJ ] o V 0, p. 4 LV. C pn. 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LVALI _ -- 2" 4r, PVC, COUDVI'T �0� G(12ou�►r� �acl, N.0P-T14 ELEVATION CAL ' 4" ,= 1,- o't jZODF G�LOVE bE`(0No Al.)OV1-LEn ALUM. 0,1 zAVr — ---- ,--------- ---- pL,/wdon FA�nEIA-. �A.�wc>r�' McYA1. -_ - -_ --: - -- -- -- -- 14 00 �j- A L � A lvj i- A N 0 l7 17. e ALUM . —----__-_ _ - i _ - -- --- — _ • - -_ Plf.6-," LOUVEt2 W/ --- - -- - - 0CCutZI rY G�1r2, LLB 10 >= x T --aJ o 1z L I GI la T r-IXT0zC -ACC b _— o !r LC C, 0 W 6 eo, _ ---- OL►_aw MLTAL, voot2 coNc. rn�t. w,�l.l 0z I �� METER QUAQD 7, I I - L Q 1� T. p n�, WA LL «��QNNAM1NuMMAIp4� =,rr}i WEST E. L E VA 71 V N G No. 8408 4F• ' ' > / A L �aNAt ti f^ z W .- L 0 0 P L_ Aee �1 0 --` S-4-" COIJ+�Jt Y flC U G1LCE�/JrG�., W o , TO S 12 %2 \ ROOF FRAM INC, PLAN GIRARD & CO. ENGINEERS 40 Wethersfield Avenue HARTFORD, CT 06114 _ �Y7AcucV is rrAmItjel 0 @u TO ,rT 1 0 I •Y� GaLo� G112,� �U IZ IJ 1 G I-I�I%Y� GL�� f0{2 4� vla, ar;7 2x 12 CV 15a- [4i_ 'I ��IZIG INGi�G1 -76(11vTIA APUL-01 _ �ou►4� C LoA I•A ,4'120A%(- �? �To ►� O�A LL,A*r �L >i rLY wdor.7 � -rk 1 N .� t*j .� L rAGgk) ) V uN1 •DLL I��ULA ID� � Q L�17 D f2,d �I2� 2X 1✓L � 12" 0•G- �� 2-2X(� GO�� f�LOGIL1�IGl ��-N+'�i � L-a�r�or� L o ��-r I o�ti • y2 ,� G1'� �• �� -�A I ►�Tt � AV-,aUWV- r.7AI1-4r WH rN 0"" t O 1O f` A u Nr2 Z4-*4 GON-t. - FIU. wNG 'XTVA +457I41/�D G L � VL)a-o- WAUI, I� If �1/2" IN�LLA fleet I 2'l2" GoVr-, MIUI-r2INGI coNr A4ZOUHK7 rAI1,4T1I5,0 2xe> GONr W/'/v 00-r� 6 rj ' -- �oNr w/4- #� Go►�T GO t�l G- I,5LpG 1L r,;,A• ► N rrr2 �r-i LL t-,jL0CV_ V010ev W/ %T_012- r 1 LL" 10ei70 L,n rW M - 0 �'2)c I✓L 544f,:- '�*por G01-012�t� MT'L. iLA,`G, 19,T cur-r7 �ro1�E tLLn4�7_r- t,iT-lJ-4LE MEMP_'3tZA,1E-U-00F11,1C-j ,5 "�� L_JE LYwwo -- E:;�-T'PI N 1 61- --- • TRA C7L - _ 1 Olt FAt�+2�G I��Gj>`N GorJr• r� t�;t� %'�_ V . 2x Al_uM. -1�covc- Mat? q'— PTV, - I �,� f�f'LIGIL V�fJ 12--c19OUT TOP .cQvt2�a- 40LIP r�� y � ; t„ t oc` I� era L L ooUP�Co, @ 8" * cl'-4" F-1 LL rpLOCV, v01040 ° LL'/ t.I-v L.A 101u AllGDMG 131.E L/ 1A LL- Al el'h - ` 1 - � t=0' C"1`I 1r . �I IJ IGit-I f•�1 T 12. Q-l2 SDI I -I � -- ,r i - � �- . - - NGA�/� fir-opacr jc �e,4L4P-coja T TY L,4TE, Z01- E- 0 wf _ " 7"ul c 1 �2+` w10E paLJc- v Vol5)� W K. OL. -HLL T - {LDr2-FiLL" I We-,)U.1 A T1-4 - �� LATE • .cnf.d �, o emi ANT At2oLjNv . _u��LL ;o.• ' �LA� -x + zf''-CQ.M . - f 3 --- 1+ A7`-G � - - LiJ c� t.1.0 U-1:_ E- -_ rl J'. oil y r� uG 1o/ to W 'w• M. L c o urn L -�Tw• `� - r - - _ "All GUM U�141 - :�. o-- A' --ter•-°-�.: a -sLx - ' X � x I I to MIL COL �/AO 12 r�Q 12►21 -- 2" 12" 2- I UOU r 0-0-WNcCT1au TO TOW.M.,e, - ` G,,pt2oory P-?Y 'rOw'M .'0J4)TALLE9 EXTt-t2_1012 PoLd0, KALE r t2-4' pv,c, co�t1��17� TIat�U FVN, WALL - CA p ALL, Co1jvo1T2 0- 4' WATE12 T ► ej W' T ATE `(-12C1JCu 3 TV-pPLE40 70QU ELATE CIO VEm +� • Lau•-� SET ON ' N1=0 tZEtJC 1�E4L� - 1 ---VAP-0a .R;4 _rzI F_ P_ -OaPA.cTM �aAVEL It - - 11-10 r 1ib�sro *t� _ O T111U0U,�;v- aoLoaEr MC AL CIt2AVEL �ToP �Y P-00F11.1C1 M FG1r2, TAPMEb W`00t:? CAQ-r e-:�Tf2lp rPEA'rED W/00p121P0L. F��c1A CILAi1�LCr-;. 6/�'`EX7-Al LUL p t-y wim v rrtr 12 4 VA12 t E,,,p e5poL 10 lLdcl�►1�� (If-) 11�01tO1e. — aIc-1L.: vSPLC1 _K1E0ptzEWE &.or -,AL BUTT J -7; 1 W' 4" P L ATE -- T1 Ct u T 6 �`'0_'6. �t i !ram _ - •�,. -•�: lit .cJ1 i 1 ��ZE. �L-141C�. _� _ �� X2.ff-D.C, _ TE V �2---4�C•oil c_..b '�;o://�� (C► ij;•-�::-p; •'<a:e `i�U_ d..,, IJr .� ff��. .de-��c -�� _ -. a •IQ ,�1\•(J•• -fib", - :U= '- �EGT10N Y P I _G A L SECTION AT F L 00 R. TRE N C u Off _TX P_ s -��`r�� • ��E �`LArE co�1T, .jc-ouC: TcwEtz - 2 ALUM, LA4vuImC1 TaR w1pTu 0� Tt2ENCu -- pLATs f CtONNF ' 1 s�aP�frsrP�''� ao y Z _ -. ► A .8408 4i 4� NAI- Wvirrarrr I L 17P 1,011 -GAU.LY- I A._ FAA s LTEL�7aW,,/1L�-- �} o: Z�r-wCW WALL 1 G tTl 11 = it. c,& L z i 111L • • �'� �•�'; . •• �;.S;i�ee:�.��iiAk7lF.ii��iMJC��.:ia ' t GENERAL NOTES GENERAL NOTES 1, SITEWORK: a, Remove all trees, brush, and growth inside of the boundaries of the new chain link fence.. Remove root systems complete. Remove all cut trees, growth, roots, and debi,is from the site. b. Strip all topsoil wi tti n thn 1—%, 1 A --A nW drive areas Stock- pile topsoil on site. 41# c, Excavate for building', tower, drive and utility lines. Surplus excavations are to be removed from the site. . d. Grade areas to uniform surfaces ready to receive stone surface, �• Grade area so that surfaces slope away from building. 4. Stone for drive and walkway shall be a mix of 3/8" to 1" clean washed natural stone. (Not broken stone,) Stone type shall be "Farmington" washed stone. Depth shall be 4 inches. f. Chain Link Fence \ 1. All material to be galvanized, Fabric to be No. 9 gage, 2x2 mesh top and bottom selvages to have twisted and barbed finish, Line posts not further than 10' apart to be 1-1/2 0_D c7A INranJ 7Plq q+-a„ri n r,i ram; r, r. ..A .L -L_,, i-_ - -. 1---.�.uu u N�f�e, 1,11U pv5L5 shall be 3" 0,D, pipe, Top rail shall be 1-1/2" O.D. galvanized steel pipe. Bottom of fabric to be reinforced with one strand of suitable coil spripg wire, Corner fittings shall be malleable castings or pressed steel, Provide 3 strands of galvanized barbed wire at top of fence. 2. All post setting to be 3.'0" in 2000 PSI concrete footings 12" ,- diameter concrete to extend from 3" above ground (sloped top) to 6" below bottom of posts, Post footings located in rock shall be sit to same depth in rlri 1 1 Pa hni Aq n"A s„rY,.,,nAe_1 �.: L1_ - ---i --- ---------�.11 ++..___, a. _ oUity Lk UU W1L11 "Por-Rok" gout. 3, Termianl posts at gage openings shall be of the size required to support the gate and be properly anchored. 4, Gates shall be of the size indicated on the drawings and shall be constructed of members and bracing of sufficient size to provide a freeswinging, non -warping gate leaf. Provide center pins and hasp for padlock on all gates. 2. FILL AND BACKFILL: a- - Fi l l ;;rn_llnfi �-hn_ exterior to the F.�__._z_i_ - --- ��1�� 1.11C l.vulluctzlons shall. be a clean "bank - �(3" run" gravel maximum cobble size). b4 Fill within the building area, fill below the slab on grade, and fill above the tower foundation shall be a clean bank -run gravel, free of loam, clay, roots, etc.; maximum cobble size 2". Fill material shall be placed in 12" layers and compacted to 950 of the modified proctor density as defined by the A.S.T.M. u 0 0 1 0 r 3. CONCRETE: b, The Contractor shall visit the site before bidding to familarize himself with any unusual site conditions. b. Ca lking to be "Pecora" #GC-9 sealant or equal, Color as a. All concrete shall test not less than 3,000 p.s.i. at'28 days, se cted by the Owner, C. Rock and ledge rock will be encountered oectllsonlcleanedeledge ding b. Reinforcing steel shall be A.S.T.M, Grade 60, 8. STEEL D OR5• and tower foundations shall be placed Y • rock surfaces. Trench rock as required to provide 2'0" of cover c. Submit concrete mix for Engineer's review. a. New steel doors shall be flush, seamless hollow metal, 16 ga. with overall buried utility lines. d. Concrete testing will be paid fgrby the Owner, rigid Urethane core. d. BASIS FOR BID - ROCK EXCAVATION ,_ e. All footings to bear -on ledge,'rock. (Building and tower) b. Thresholds shall be "Zero" aluminum or equal. 1. Mass rock excavation for building and tower foundations: �� 20 cubic yards - Stanley qe U. S. 10. 4. UNIT MASONRY: c, Hardware shall be "Sargent", � Sargent�� , Schlage�� , Russwin�� , Stanley or approved 'equal. Finish to b 2. Trench rock excavation for utility lines: 20 cubic yards. a, Concrete block units shall conform to A.S.T.M. C-90, Type I, Grade d. Provide 2 pair heavy duty B.B. butts, Stanlev F.B.B. 191 x US 10, e. Blasting of rock will not be allowed. Rock shall be removed by N-1. 4-1/2 x 4-1/2 with non -removable pins. LOCY-z�eT •'d �c�,atz r-u77'14o LWE drilling and breaking. wiaeM va�l.c Cotzc CYLIUVCJZ, 0 L►Q,r2Ea Ya CouFaMM Yo awkrL� b. Brick shall conform to A,S,T.M. C-216 Grade S.W. Color, texture JMV*J �CUa# "y Iy � U1.117-X�-t�� - 7 ary aA7-4va.�, i,.&��rs� to e Russwin No. 281�S.B.L. LOCL✓VS'r rDZ M-�.i�• Y� �G nL'� 12. ROCK ANCHORS: . shall be as selected by the Owner, Allow $450.00 per thousand in the bid for the purchase of face e. Provide dead bolt key'ed similar to lockset. brick, a. Retailedonthedrawings ock anchors rthe er foundation shall be as shoran and f. Provide 3/16" steel plate "pick -proof" guard on exterior of door d at lockset, Prior to placing tower footing concrete, the Contractor shall c. Portland Cement shall conform to A..S.Sb. .M. C-150; masonry cement load test two of the rock anchors to 150% of the maximum working shall conform to A.S.T.M. C-91. g. Keying shall be per S.N.E.T.Co. and M,D.C. requirements. pull-out load as listed by the manufacturer, d. Hydrated Lime shall conflorm to A.S.T.M. C-207. 9_ PATNTTTMr ' e, Sand shall conform to A.$,,T.P1. C-144. a. All exterior and interior metal surfaces shall be painted using Alkyd resin -oil or latex enamel. Bare metal shall receive one f. Block and. brick shall be laid in running bond. Outside and inside primer mat and 2 finish coats. Factor primed metal to receive joints tooled concave. 2 fini#h coats, 5. ROUGH CARPENTRY:,b. Concrt e floor shall receive two coats of "Florok" as manufactured by th Chargtr Co. a, Lumber for rafters shall be kiln dried, 19% maximum moisture content with a stress level of 1,200 p.s.i. in bending or equal, C. Interibr concrete hlnck wAiic a„,a �o;,;n. _ , ..�L . �, . ��1y - .1. coo 5edler/ tiller and o e coat latex base semi -gloss, b. Lumber used for plates, cant strips, and blocking shall be preservative treatedl "Wo1manized" or "Osmose" K-33 or equal. d. Color shall be selected by the Owner. c, Plywood for roof sh6athing shall be A.P.A. Exterior C-C. 10, CLEAN-UP: 6. ROOFING: a. The C ntractor shall keep the site clean and free of debris on a a, Single membrane, loose Said, stone ballasted roofing over slip daily basis. g sheet, complete with compatible ravel stops and flashing. Roof- b. Final clean-up shall include the removal of all trash, rubbish, ing and installation equal tb "sarnafil" Type S. Stone to be clean, and s rplus materials. � -round, unbroken, washed, natural st��3/4" to 1-1/2" in size; laid to provide deed weight over the memb'�ne. Lay full width rol i q Tho 4-or; ,,r ,,.9 4-w -- � • i 1 �- -J- U1.11C uulung shall be clean and free of all dust, full length of roof with 4" lap at welded,jnts. Provide 10-++�- year dirt,and delI_ li eterious materials° manufacturer's 94arantee plus 5-year instal ktion guarantee. 7. CAULKING: 11, GENERAL 4OUIREMENTS: a. Apply caulking around door frames, vent and louver f.r a. The Contractor shall provide complete protection of abutting s, con- prope ies during the demolition gperations. Complete protection duit entrances, and around HVAC units, to li and property is vital and mandatory. 9 n CON b A . 0.8406 4t ��ONAL 6•�O •, aru 4 , GIRARD & CO. ENGINEERS 40 Wethersfield Avenue HARTFORD, CT 06114 n a . j TUTTLC- LE -( I SI:CuRiTy caRItLE eAT, lao, C- a - 436(-E I w/ "x�" v 00eFM EMI I __--7 - ----- j -- --- ----- - D�=�I�MIDIFI e2� ,V, pR/S►ts LINE (I f`loTS M-9 NL3MtpIFIER l" OR41W LIME �) C2)l�G1SL,5pRINV I I W,&rc-(Z 130T`rLe'5 I i AIC SO PPS Epl gFIC� 2 �; I 1 CoNr2�cToR)� I � I.IOT� M-3 I i-A'C I � AGGusTi�T(T) HICW l e"P•CTFt) _ Love! Ter�P(�(L) /allo 1-IUMIp15TbT I� I CN).MbLWT 0W vV/SLL Fj'-O"A.F,F. . I II ---L - MEC HAI I CZ L. PLA� f 1�6n.LE- s 1/41' = I F _oI, JJEW UtJ0EQ(2 -120LJtJP SERVICE L-NTR6t4CE 30� AMPS. 3PI+/aSE, 12D /Zo�3V �q - 350 MGM DI ECT (5utZ'ED- NE'1+`l 20d�l�P. METER hND SrJ_v cNTe6(-ToP- S NLL WgADE A __ ------ > ixZwy• ME- - wP --W MC R 18" Yvlpc )(?o" DEpT1+ vq iTN CDR "CLF AIJ ' 6s"Ef) 5/�\OotJ (',dT•jTaP•OFCDP3Le5, s E ►� E -Iaj P26J1ce &KID z115T41-1- 411 R1609 STEEL ct i >EMER. Gam' c-CNDUIT SvUE E PS /ATOL1= ,AND METC-2 -- COl.1flECTIO►1 aDG TC_L-4 P 1NILL �NS`II>LL. C✓>P�L� F►�r.��`'�.->= TE.a T2At�SFDRM6R 1-o r-- . IL:METER SoCkv� SERVICI= eH6LL i i P>1= Lt�k�T151-LSD PER GLO,,P REc?O►RI=MEQT's. i ploy., I''c. Io PP rR ¢-#1 I-46P UQD�) 2"C• j A/C- CLC*. MT D• IT, 136x W ITN SL/$CK-iN LEbDS To FLOC>2 F r - I - FIRE oIETECTOR I+ Mcwt-lTep oN CLca • ,I A/c C'EI LltsC� VEC PT c, E I 3- (o t- IV 61} ( C DooR E>w. e-IB q,E 2oAMC CLG1.M000TC-D ALA2M 'CO PP IA �12,4��'c. 3w•� 24o Vm�Ts zu cTfL Pox E- r'7 N Cr T. I,10. C-�LO - ' S ALMA 31.�2 1 DISC, 2 I2, / 2 C. , C Q i , Dom sw • I--18 STEP-0 P T1"?4n Fa ' L' IT VAT" LD11C-� SWEEQ �� #12� j2fG . t2o 208�• FaR M•D•G• A-FIrE►JtJA c�F�L4• 4'�4"cL&I, jATD• hL/>RM E 11`44T Z C'' 2- ¢" 1�VJ PI-�ST�L TEL • vuCTs It 5 23 V JT ��K / (� F• I 5� S t TE PLpt1 Coo AMP: PROVI T•L N -Q MTH D156. -- -- - ._ - — ---- - -- -- ls�w ouTono2 jy1+T l� Svtl• Mou�lT N _ �t3'-a'fA•F•F. NOTE E-► 9 C�Rc�V�tp (bo AMA MC-�� A �rzyar� ALL= TQIG NT1Z �GKeT SUPPLIED fib' 313 300D1�VJ�•TTS ` B�( C0�1T2�cToR f C-IS 240V LTS - LvSRE D P�I�cL� D,(od /SMP, M/S1rJ� 240 VOLTS I PI-165E)3 W 12F-� CaT. No fa C 0 - I D - 3A.e5 WITH CK'T• 612L eS AS FoLL-oWS :► 4.20 AMp, 2p. RoDIo EQt_li pmEAT 2f 2b AMQ.2 p, = ELECTRIC 4M, 3 .20 AM(2., I P = LT[j. DUPLec- OLiT LET-. 4 2 -2b P.44Py 1 P = Spy Es 5. G1 h-�E 1D� eb�`E 'E L C CT R I CaL F L.00R 2LAt11 -S C A L I= a 1 /¢I' = I I -- 011 (:LADWELQ -TO STEEL COVER FOR, C/SPjLE -MEW 14 (710 C6 L) a WTI•. t.zNTERrJ/�L To THE 1�Ll�y - t>JNEu 60tJD 1til(cf W)' 2 TO No'2 uSF-:- C.R1M.p CONQ 2. CxTc-RN!>L T'a -T1-1� 1�.�LIx�.-- vtH� tl P�oND►�ca N o 2'To k)b 2 u5E C6DWr.LD C-01.1N 3.GouTRi�ToFz c--'"/>LL pc-rz,=oQc•�l A R tsTl�tic� To TEST- oN C1JTIRE C�2outaD►►�C� �ySiC-+� GQPIES FOP - DU I Qf-�eR A??RoV/>L ,7ES'T 51-t4LL P>� PER�rdM�D � I Ll �r / s� CI(� I-�T DIFFERENT poltiTS. I i I � i I I a nII ' CopptE2 G enutSv Plop ;�"Ep STEEL �� PST CIL1. C6DV4ELD 16 6b% f'65T- R!>DlU T-ry�JE2 STEEL �JI�`7� _ rit=t-ij tJ �T, PIchL) co e�LJZ76TwELD -rb 8, _ �„ COPPER c�RoLSN p PAR (1/21THK x5''Hx.f c411�i `STG L FCf E &1?k1EEP- CK�ST -- - `--- - - MouNT ON MbSOt,R( WbLL-6"A•F•F- WITH I/2"� M4Sb1)Ry nuc.Noas Wrri-r P,V.G• LE -EVES 4WD W/: IGReQS G R O u 1 A-D 1 M Ca L /s. ,� j71S1 MI L 169- 21- o 1' M14. 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RLtu �►� s 0 OF 8 �tNLILe 1211-0 E �L=-Gr I 7?-F-0CH' - 0 POLE Office of the District Manager - Building Design 5e2VI GE' I Nc�• 3676 \ ►N LICS CQI. 4 5146-1-L- P>E t REVISEO LOCATION _ r�W- e PCL�P 2c-cp'Mrs, !! /a-1Z-83 -ADDED 9E HARTFORD . , try 84 - 2EMDY� DESCRIPTION CELLULAR RADIO CELL SITE � E UTI U LAB MECH.&ELtCTRICAL- PLANS ' i T T'Y' -- —' DRAWN BY DA E FILE JOB NUMBER - CHECKED BY SCA-;> Q 6T 5D ^ 8 9 0 2 1 b ' / 1 i 1 r 0 i T t�EL tl>?ti=sett ill �� LtaE ACUST�>T(T), tsv I E M-9 L.�'N TE-MP,`TL) AMD rCMI DtS�T H). Mot T CQ Wb-L� ,j, 5'-o"�-F'F•' � MOTE M-g } � �aTFR t eQ Pt ►� t C oR r �l t 6 � A i m I H1V4 C. FLOOR PLAQ W&V-1 U0DERLjk6UNp 4E12VICG E►.ITR4ti►LE --, F2�Nt S`Tf��E r • 200AMP5', 3p46SS fZo/Zoev- 3-=4yb;pl26cr ewRtev NEW 2GOAMP METER- _ _�, �i � • �„�_.�.� E r , YAP CoNTRi>CT�joR SHELL PRU/IDE A P(J-1 A TRE►s-14 ' Ci" 110E )C 3C" DEpTt+ TF+ L N Co" CLEDPi W4SNr-D Se►JD ON . TTOM - �},AER. CaEt.i. Pt2o��DE AaD '=�ST�LL 121C�ip ST'EE(. 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(-r 15T-71M1=R) CNVI. ►�M /�L 20 T, UPS LTCNT BIZ 0 UM►ptriER I �0=® H VAC Ui ITSf 20 �Zo 2 l2U 2 l ,/ : C�E/fE(1/SL ��EeT21C (�iS�iEL Bb�S(2D - I-i2U --0 Dint -Ex ouTLc-rs ws313P466,E 4WI(ZE IZd1ZA6 01 KItr( I/ZIP e' — FUI-L. F 16m b H I tJ E �Ek ,A►JD TH e FULLM (D e • 2- �"12 � I- �l ZC� • 2D � " (� +-fUrnIDIFI�.R ��20 2- ! !-iZU . DLJPLEX OUT!_ETS �7 E. O-MGfu T �REht<r=(ZS; Q � _ 5c� f�25 I /z" C (, Gj. C,7 _ 1$ AiS{;, P-11/aGTt v E Qi 4-dl 4I-%, 67, Ee z A -s 2,1�. � RVIGE CAM p6gE5 o, O - I A13-001 4. 3 - 20 /�M�.�tiP, -SPD2tS rla /ao8� 3 4/d � � � • � 2DL) N D P�Y�F-E! NCB �5U91Eu kl 1 15to:&: D- GOP�LE t=-L► `" ALARM :jUk(C1lQ� a�X i ; 5 I�� N� Lit;{ C Orel t IECT ( CAN NGT �f o sCAL� Co ow. �A R (120/Z09 31.) 4-W) E L E CT R 1 CAL O Q E- L_ I QE R 1 �E � � 1,�. G R,�M � boutnern New tngiana ieiepnone --- HOT Ta �/�LE - 7 OF U° Office of the District Manager Building - Design REVISED LOCATION H . Q A R T F O RD r lo-IZ-83-AD�E?� . L tiE-yj- pr 51 3 �,�► —I J-84—,eEtiic',l5 DESCRIPTION NUMIDrEtER CELLULAR RADIO CELL SITE MECH.&ELECTRICAL PLANS & DETAILS DRAWN BY 1 T — 7 ^5 3 8 w 02 DR7CWINL'i'RV7HBFFt' CHECKED BY LE-aOTCJ SHEET ,� OF — 4 r MECHANICAL NOTES: M-1 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH LATEST ASHRAE STANDARDS, AND MANUFACTURER INSTRUCTIONS. M-2 THE CONTRACTOR(S) BEFORE SUBMITTTNG RTn-, CHAI I FXOMTNF TUI= cTT� I.ITTU DI ARIC IRI IIA.mc- A WHICH THE WORK SHALL BE PERFORMED .m n - -- JlIL Will, PLAN., IN HANDS AND tSECOME FAMILIAK WITH JOB AND CONDITIONS UNDER . M-3 FURNISH AND INTALL TW THROUGH THE WALL PACKAGE AIR CONDITIONING, HEATING AND VENTILATING UNITS AS SHOWN ON DRAWINGS AND AS DESCRIBE? BELOW. UNIT SHALL BE SELF CONTAINED INCLUDING ALL OPERATING AND TEMPERATURE CONTROLS. ALL CONTROLS SHALL BE FACTORY INSTALLED EXCEPT FOR ACCUSTAT SPACE THERMOSTAT. UNIT SHALL BE "BARD W/PACIFIC AIR ECONOMIZER PACKAGE" WA49 AND SHALL BE SUITABLE FOR THREE PHASE 208 VOLT OPERATION. (PACIFIC AIR, 1200 E. CERRITOS AVE., ANAHEIM, CALIFORNIA. (714-991-5400). UNIT PERFORMANCE - 49,000 BTUH TOTAL AT 1725 CFM OF AIR AT INDOOR TEMP. OF 800 FDB. COMPRESSOR 23 FLA @ 208 VOLTS SUPPLY FAN 3.1FLA @ 208 VOLTS EXHAUST FAN 2.8 FLA @ 208 VOLTS ELECT. HEAT COILS 2 STAGE 9KW EA. A DAMPER SYSTEM SHALL BE FURNISHED WITHIN THE UNIT WITH OUTDOOR AIR AND RETURN AIR DAMPERS. SYSTEM SHALL MIX OUTDOOR AIR AS CALLED FOR THE'AUTOMATIC CONTROL, WITH RETURN AIR PRIOR TO PASSING THROUGH THE COIL AND AIR DISTRIBUTION FAN. THE SYSTEM SHALL BE CAPABLE OF DELIVERING 100% OUTDOOR AIR WHILE CLOSING OFF RETURN. TEMPERATURE CONTROLS A START SWITCt; SHALL INITIATE UNIT FOR COOLING OR HEATING OPERATION DEPENDING ON CALL OF THE ROOM ACCUSTAT. THE FIRST STAGE OF COOLING SHALL PERMIT THE ECONOMIZER TO OPERATE AND CYCLE FAN TO MAINTAIN 760F. HEATI'13, • i UPON A DROP IN TEMPERATURE BELOW 550F ROOM ACCUSTAT. THE FIRST STAGE OF HEATING SHALL BE ACTIVATED, THE SECOND STAGE OF COOLING SHALL BE ACTIVIATED TO MAINTAIN 650 BY CONTACT ON LIGHT SWITCH. ECONOMIZER THE FACTORY INSTALLED ECONOMIZER SHALL BCE SET ON THE "B" RANGE AND ALLOWED TO OPERATE: BY THE ROOM ACCUSTAT FIRST RANGE OF COOLING. IN NON -FAN OPERATION OUTSIDE DAMPER SHALL BE CLOSED. THE ECONOMIZER SHALL MODULATE THE RETURN AND OUTSIDE AIR SUPPLY TO MAINTAIN THE SET AIR ENTHALPHY. COOLING ABOVE THE ECONOMIZER RANGE SHALL BE ACCOMPLISHED BY THE SECOND STAGE OF COOLING. THE CONPRESSORS SHALL RUN WHEN SPACE TEMPERATURE RISES ABOVE THE 80 DEGREE SETPOINT. EMERGENCY VENTILATION PRUVID4 A REMOTE MOUNTED TOGGLE SWITCH TO OPEN OUTSIDE DAMPER AND INITIATE FAN OPERATION OFF ACCUSTAT FIRST STAGE OF COOLING. COMPRESSOP SHALL BE LOCKED OUT FOR THIS MODE OF OPERATION. FILTERS 30/30 2" FILTERS SHALL BE FACTORY INSTALLED. SUPPLY AN5 RETURN GRILLE SHALL BE SUPPLIED WITH PACKAGE UNITS. SUPPLY GRILLE SHALL ALLOW FOUR WAY DEFLECTION. M-4 DRAIN PIPING SHALL BE TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER SOLDER FITTINGS. M-5 PROVIDE AND INSTALL AND ESCUTCHEONS WHERE PIPES PASS THRU WALLS AND FLOORS. M-6 PROVIDE AND INSTALL VOLUME CONTROL DAMPERS AS SHOWN ON DRAWING OR AS REQUIRED FOR PROPER BALANCING OF SYSTEM WITHIN + 10% OF VALUES SHOWN. _ M-7 ALL PARTS REQUIRING LUBRICATION SHALL BE FRESHLY AND FULLY LUBRICATED PRIOR TO TURNOVER OF EQUIPMENT. M-8 CONTRACTOR SHALL PROVIDE AND INSTALL PORTABLE CONSOLE HUMIDIFIER 51ITH 14 GALLON/DAY CAPACITY AND TANK SIZE TO HOLD 12 GALLONS OF WATER BASED ON EMERSON MODEL HD14V, SATOCK NO. 3H298 AS DISTRIBUTED BY GRAINGER, INC. MAXIM ROAD, HARTFORD, CONNECTICUT. TEL: 525-1967. HUMIDIFIER SHALL BE U.L. LISTED. VAUMV05TA>3 )H&LL P,,F- VJ/-L_L MTD, Dl,-_-/,_Tiw>TE M-9 CONTRACTOR SHALL PROVIDE AND INSTALL L A DEHUMIDIFIER BASED ON WHITE-WESTIiNrH^" ` O DDEE 3 � } .� SSE 11v,�L EC�C8F,�STOCK N0. 3t-!292 WITH n CAPACITY T07_ RfMOV€ 24 PINTS/b.ATER/24 HOURS. UNIT SHALL BE U.L. LISTED. PROVIDE AP;D INSTALL A DEHUMIDIFIER CC+NTR MODEL N0. 2E082, CATALOG Nfl.- H`46E1013 AS DISTRIBUTED BY GAING£R, INC., MAXIM ROAD, HARTFORD, CONNECTICUT. TEL: 525-1967�DENt_Sf��c3; E2 t" lj71<'.cL_ <,�;�,�;e>c K/L M-10 ENVIRONMENTAL ALARMS -HIGH HUMIDITY ALARM-HONEYWELL #H60OA1014. NORMALLY OPEN FOR HUMIDITY BELOW 60% RH, CLOSE ABOVE THIS SETTING. M-11 LOW TEMPERATURE ALARM-HONEYWELL #T631C1103. NORMALLY OPEN ABOVE 450F, CLOSE BELOW THIS SETTING. M-12 HIGH TEMPERATURE ALARM-HONEYWELL #T631V1103. NORMALLY OPEN BELOW 90.OF, CLOSE ABOVE THIS SETTING. USE TERMINAL STRIP IN JB TO PARALLEL THESE CONTACTS. ELECTRICAL NOTES ® - E-1 CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH LATEST N.E.C. STATE AND LOCAL CODES. E-2 WIRES AND CABLES A. BRANCH AND FEEDER CONDUCTORS SHALL BE NEW COPPER WITH 600-VOLT CODE GAUGE INSULATION, CONFORMING TO NEG aLQUIREMENTS AND SHALL BE TYPE THWN EXCEPT AS FOLLOWS: 1. TYPE TW MAY BE USED IN ARMORED CABLE BRANCH CIRCUITS AND TEMPERATURE CONTROLS, ALARM AND SIGNAL SYSTEM. 2. AS RECOMMENDED BY THE MANUFACTURER OF EQUIPMENT. ' E-3 GALVANIZED STEEL CONDUIT - U.L. LABELED WITH SUITABLE FACTOR APPLIED INTERIOR COATING OR LINING FOR EASE IN PULLING WIRES. USE STANDARD RODIUS BENDS ON CONCEALED CONDUIT AND EITHER STANDARD BENDS OR THREADED "L" FITTINGS EQUAL TO CROUSE - HINDS ON EXPOSED WORK. E-4 ELECTRICAL METALLIC TUBING - U.L. LABELED, ZINC COATED, WITH FACTORY APPLIED INTERIOR LINING OR COATING FOR EASE IN PULLING WIRES. USE STANDARD RADIUS BENDS FOR CHANGES IN DIRECTION EXCEPT "L" FITTINGS MAY BE USED WHERE NECESSARY ON EXPOSE WORK. ALL CONNECTORS AND COUPLINGS SHALL BE EITHER COMPRES`-ION TYPE EQUAL 10 T AND B OR HEAVY DUTY SET SCREW TYPE EQUAL TO ELECTRIC TUBE PRODUCTS. INDENT OR CRIMP TYPE CONNECTORS ARE NOT ALLOWED. E-5 FLEXIBLE METALLIC CONDUIT - U.L. LABELED, SINGLE STRIP, SPIRALLY WOUND GALVANIZED ARMOR EQUAL TO NATIONAL FLEXSTEEL "A-B-C" USE GALVANIZED FITTINGS AND CLAMPS. E-6 FMC FOR FINAL CONNECTIONS TO MOTORS AND EQUIPMENT MOUNTED CONTROLS, 18" MINIMUM LENGTH. E-7 CABLE OR EMT MAY BE USED WHERE PERMITTED BY CODES GOVERNING, FOR LIGHT FIXTURE BRANCH WIRING ABOVE HUNG CEILING. ALL HOME RUNS SHALL BE EMT OR RIGID CONDUIT. -8 IN GENERAL., CONDUIT SHOULD DOWN FEED INTO PARTITIONS FROM HUNG CEILING SPACE AND IN NO CASE UP FROM THE FLOOR WHERE PARTITIONS ARE NOT OF THE PERMANENT MASONRY TYPE. r=� TIIF ENDS OF ALL CONDUIT SHALL BE REAMED BEFORE ASSEMBLY AND BUSHINGS AND LOCKNUTS PROVIDED WHERE THEY CONNECT TO BOXES. E-10 ALL CONDUIT SHALL BE RUN TO AVOID L04 POCKETS WHICH MIGHT COLLECT WATER AND DURING INSTALLATION, OPEN ENDS SHALL BE CAPPED. E-11 SPLICES FOR #10 OR SMALLER CONDUCTORS SHALL BE MADE WITH U.L. APPROVED SOLDERLESS CONNECTORS BASED ON MINNESOTA - MINING AND MANUF. CO. "SCOTCHLOX" TYPE S, M, OR L. BUI'HANON RO T & B "STAKON". SPLICES, CABLE TOPS AND TERMINALS FOR #8 OR LARGER CONDUCTORS SHALL BE MADE WITH U.L. APPROVED BOLTED PRESSt'RE CONDUCTORS, BRONZE OR COPPER CONSTRUCTION, AS MADE BY T & B OR BURNDY. E-12 PROVIDE TWO SURFACES MOUNTED INDUSTRIAL GRADE 2' X 4' FLUORESCENT FIXTURES WITH A MINIMUM OF 25% UPLIGHT. BASED ON SYLVANIA PV25 SERIES. THESE FIXTURES SHALL BE EQUIPP^D WITH THOMAS INDUSTRIES ELECTRONIC BALLAST AND F35 LW/RS/MW LAMP OR APPROVED EQUAL. MOUNT TIGHT TO OVERHEAD AND SWITCH AS SHOWN ON DRAWING. 11 E-13 SWITCH WITH 0 TO 60',A�IQ-MARK TIME SWITCH WITH NQ.MAINTAINED POSITION. MOUNT FIXTURE 8' ABOVE GRADE. E-14 PROVIDE A SPECIFICATION GRADE DPST TOGGLE SWITCH BASED ON HUBBELL #8802 AND 2 DUPLEX OUTLETS 120 VOLT OUTLETS SPECIFICATION GRADE DACCII r1fk1 1.11IDD C1 1 aCoCo 1.Armn C i Cn kAf%ttAIT T jyT T Tr m nntrT •1 UMJL-U ON HUDDLLL IriCuC. I'ILIVH D-1"JK. I uum IWISI I11 r-R, Drol AND 1 DUPLEX WITHIN 8OI- DUORFKAME - REMAINING DUPLEX BY ljF-iA. E-15 PROVIDE ON CEILING A LEE PRODUCTS "A" SIZE 18" X 6" HINGED JUNCTION BOX WITH A SQD GP-3 TERMINAL STRIP OR APPROVED EQUAL. PROVIDE THE ALARMS SHOWN ON DRAWING AND DESCRIBED BELOW. ALL ALARM FUNCTIONS WILL BE ACTIVATED ON MOMENTARY CONTACT CLOSURE. E-16 DOOR SWITCH-LOCKNETIC S674 AND MAGNET, SPDT. CONTACT WILL BE HELD OPEN WHEN DOOR IS CLOSED. PROVIDE 2# 16 AWG AS SHOWN IN 1/2" EMT. E-17 CONTRACTOR SHALL PROVIDE AND INSTALL OUTDOOR LIGHTING FIXTURE BASED ON SYLVANIA Wrl>ToErj7L:57 �40, 160 v, rH, ��> oVj/ITT „ 120N, AVAILABLE AT GRAND LIGHT AND SUPPLY CO., NEW HAVEN, CONN. CONTACT ROBERT PARKS 777-5781. SEE NOTE E-13 ALSO. E-18 CONTRACTOR SHALL PROVIDE AND INSTALL NEW METER AND METER SOCKET BASED ON G.E. 700 X 22G9 DEMAND METER AND 7413G1 METER SOCKET FOR 200 AMPS, 341, W, 120/208 VOLTS. E-19 CONTRACTOR SHALL PROVIDE AND INSTALL NEW POWER PANEL BASED ON GENERAL ELECTRIC TYPE NAB, 200 AMPS, 3 PHASE, 4 WIRE, 120/208 VOLTS MAIN CIRCUIT BREAKER WITH TYPE TQD FRAME AND BOLTED -ON BRANCti CIRCUTT "BEAKERS AS SHOWN ON ELECTRICAL RISER DIAGRAM. PANEL SHALL BE SIZED FOR 40 1 POLE SPACES. WitEl IQE610EV- 50,-,LL Qt)E RDTED Fed-, 000 AMps. F/_SULT k:or AMP•: 13P-1 Ca-T, "°- ` :-K 4'_;',ra200 VI L - PROVIDE A FULL PIANO HINGE COVER. FACTORY INSTALLED WALKING BEAM FOR PUSH-PULL OPERATION FROM "NORMAL" TO "EMERGENCY" AND VICE VERSA. COMPLETE INDEX TO SHOW WORK. PROVIDE AND INSTALL LAMICORE PLATES INDICATING "PP-lA" AND "STAND-BY'. PR'OVIDE G.E. TLP 175 LIGHTING ARRESTOR. CONNECT TO THE PRIMARY SIDE OF MAIN CIRCUIT BREAKER. MOUNT PANEL ON 4' X 8' X 3/4" FIRE RETARDENT PLYWOOD BACKBARD. PRIME WITH ONE COAT OF ALKYD UNDER BODY PRIMER AND TWO (2) COATS OF RETARDO #200. E-20 PROVIDE 3 PHASE LIGHTS - BASED ON ALLEN-BRADLEY 800 FULL VOLTAGE UNITS WITH AMBER LENSES. E-21 CONTRACTOR SHALL PROVIDE AND INSTALL COPPER GROUND BUSBAR 1/2 THICK, 5" WIDE AND 16" LONG. E-22 IDENTIFICATION NOMENCLATURE THE ELECTRICAL CONTRACTOR SHALL FINISH AND INSTALL LAMICORE, NON METALLIC TYPE NAMEPLATES TO IDENTFY ALL ELECTRICAL EQUIPMENT COVERED IN THIS PROJECT AND AS SHOWN ON THE ONE LINE DIAGRAM. ALL NAMEPLATES SHALL BE BLACK WITH WHITE LETTERS. THE NAMEPLATES SHALL BE FASTENED WITH SCREWS ON THE EQUIPMENT. E-23 PROVIDE AND INSTALL A RUSSELL AND STOLL OUTDOOR RECEPTACLE, 100 AMPS, 30, 4W, 120/208 VOLTS CATALOG NUMBER JRSA1034H RECEPTACLE AND JPS1034H PLUG. SHOP DRAWINGS A. SUBMIT SIX COPIES TO THE ENGINEER, LISTS OF ALL MATERIALS, FIXTURES AND ELECTRICAL EQUIPMENT TO BE INCORPORATED IN THE JOB, ItiD_(�::ATIIG THE MANUFACTURER'S'NAMES, WITHIN TEN DAYS AFTER AWARE OF CONTRACT. B. APPROVAL OF MATERIALS WILL BE BASED ON MANUFACTURER'S PUBLISHED RATINGS. ANY MATERIALS AND EQUIPMENT LISTED WHICH ARE NOT IN ACCORDANCE WITH THE SPECIFICATION REQUIREMENTS, MAY BE REJECTED. FAILURE TO SUBMIT WITHIN THE TIME LIMIT WILL BE CONSIDERED VIOLATION OF THE SPECIFICATIONS AND THE SUBMITTAL MAY BE REJECTED. THE ENGINEER WILL THEN HAVE THE RIGHT TO SELECT SPECIFIED MATERIALS AND EQUIPMENT, THEREFORE, WITH NO ADDITIONAL CHARGE TO THE OWNER. C. SUBMIT DETAILS OF SYSTEMS AND EQUIPMENT TO THE ENGINEER FOR APPROVAL WITHIN 30 DAYS AFTER THE AWARD OF THIS CONTRACT. D. ALL THE SYSTEMS AND EQUIPMENT SHALL BE SUBMITTAP AT ONE TIME. E. EACH SYSTEM SUBMITTED FOR APPROVAL SHALL INCLUDE A COMPLETE WIRING DIAGRAM OF THE SYSTEM, PREPARED BY THE EQUIPMENT MANUFACTURER, SHOWING ALL CONNECTIONS AND ALL EQUIPMENT. STANDARD WIRING DIAGRAMS SHALL BE MODIFIED WHERE NECESSARY TO THE SPECIFIC SYSTEM. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ADAPTING THE WIRING DIAGRAMS TO THE CONDUIT SYSTEMS AND FOR PROVIDING ADEQUATE CONDUIT RACEWAYS. F. THE APPROVAL OF SYSTEM, EQUIPMENT AND SHOP DRAWINGS IS A GENERAL APPROVAL, SUBJECT TO THE C ITRACT DRAWINGS, SPECIFICATIONS AND VERIFICATIONS OF ALL MEAUREMENTS AT THE JOB. APPROVAL DOES NOT RELIEVE THE ELECTRICAL CON, ACTOR FROM THE RESPONSIBILITY OF SHOP DRAWINGS ERRORS. G. THE ELECTRICAL CONTRACTOR SHALL CAREFULLY CHECK ALL SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. r OPERATING INSTRUCTIONS AND MANUALS . A. THE CONTRACTOR SHALL SUPPLY THREE (3) COMPELTE SETS OF APPROVAL DRAWINGS, ENGINEERING DATA `_,HEETS, MAINTENANCE AND OPERATING INSTRUCTION MANUALS FOR ALL SYSTEMS AND THEIR RESPECTIVE EQUIPMENT. THESE MANUALS SHALL BE. INSERTED IN VINYL COVERED THREE-RING. ELECTRIC SERVICE _ENTRANCE _ DIRECT BURIED -CABLE SERVICE TRENCH - TRENCH AS SPECIFIED SHALL BE IN AS DIRECT A LINE AS POSSIBLE FROM RISER POLE, HA'NUHOLE OR OTHER FACILITY OF THE ELECTRIC DISTRIBUTION SYSTEM FROM WHICH SERVICE IS TO BE SUPPLIED TO THE BUILDING. TRENCH SHALL BE EXCAVATED AND BACKFILLED BY CONTRACTOR. TRENCH DEPTH SHALL PROVIDE 24" MINIMUM COVER OVER SERVICE CABLES TO FINISHED GRADE. BOTTOM OF TRENCH SHALL BE SMOOTH AND FREE OF ANY SHARP OBJECTS OR STONES. NO FOREIGN FACILITIES, OTHER THAN COMMUNICATIONS INCLUDING CATV, SHALL BE IN THE SUPPLY SERVICE CABLE TRENCH. IN BACKFILL WITH 4" OF CABLES THERE SHOULD BE NO LARGE OR SHARP ROCK OR ANY OTHER OBJECTS THAT MIGHT DAMAGE CABLES. SAND BACKFILL ABOVE AND BELOW THE CABLES MAY BE REQUIRED AT THE OPTION OF LOCAL ELECTRIC OPERATIONS. CORROSIVE FILL SUCH AS CINDERS SHALL NOT BE USED. RISER AT POLE SHALL BE CONSTRUCTED IN ACCORDANCE WITH POWER COMPANY STANDARDS. RISER AT BUILDING SHALL BE IN ACCORDANCE WITH POWER COMPANY STANDARDS. CONDUIT - UNDER AREAS ACCESSIBLE TO VEHICULAR TRAFFIC EXCEPTING DRIVEWAYS TO RESIDENCE GARAGES A CAPPED CONDUIT SHOULD BE INSTALLED ALONGSIDE THE CABLE. (CONDUIT TO BE USED IN EVENT OF CABLE FAILURE.) IF NECESSARY TO PERMIT BACKFILLING OF TRENCH IN A HIGHWAY TO ALLOW PASSAGE OF TRAFFIC, THE CONDUIT•MAY BE BURIED AND CABLE PULLED INTO IT LATER. CONDUIT SHALL BE TYPE DB PVC, GALVANIZED STEEL OR CONCRETE ENCASED EB PVC EXCEPT THAT IN, DISTURBED EARTH (FILLED AREAS) CONDUIT SHALL BE GALVANIZED STEEL. 0 I ri 11