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HomeMy WebLinkAboutSite Plan STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 y WESTPORT. CT 06880 mowPROJECT CONTACT INFORMATION: VERIZON WIRELESS CONSTRUCTION MANAGER: KENNY UHLL (631) 236-2108 or i VERIZON WIRELESS EQUIPMENT ENGINEER: HENRY CARRERO (914) 714-7368 VERIZON WIRELESS RF ENGINEER: ALLAN SHEDLO (845) 274-0642 5 GENERAL REVISIONS 7rn/15 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 4 ISSUED FOR BUILDING PERMIT 4/15/15 IL A VERIZON WIRELESS REAL ESTATE CONTACT: ROBERT MONTELEONE (516) 316-4626 � PSEG CONTACT: (800) 490-0025 3 REVISED PER COMMENTS 1V20/14 TELCO CONTACT: DEMETRIOS SOURSOS (631) 687-8657 2 ISSUED FOR CONSTRUCTION 8/4/14 PROPERTY OWNER: MATTITUCK FIRE DISTRICT EQUIPMENT COMPOUND OWNER: ELITE TOWERS, LP. 1 ISSUED FOR REVIEW 7/21/14 ELITE TOWERS, LP. CONTACT: TANYA NEGRON (631) 242-0403 No. ISSUE OR REVISION DATE SITE: 10-W PIKE STREET, MATTITUCK, NY 11952 THE UNDERSIGNED,PURSUANT TO SOUTIIOLD TOWN CODE SECTION - 280431(n,ACKNOWLEDGES THAT THE CONDITION'S OF TIM SITE PLAN AP ROM L STT FORTH IN THE RESOLUTION OF APPROVAL DATED 120 ARE ACCEPTED(SEE/CONDITIONS ON RESOLU17101). FLEASE PRINT NAl11E A 'fI10 . ZED SIGNATURE T!'1 , LZ'DATE mrm%k 'LO7�, A S IR OF L; nAw bmINDEL APPROVED BY ■ TOWN OF SOG7}TOLD PLAKNI VG BOARD R DATE NOTE:The approved site development plan shall be valid for.period of eighteen(18) C-1 SITE/ROOF PLAN, MAIN GARAGE ROOF PLAN, PROJECT INFORMATION, MAPS AHD H TE months from the date of approval as per code section 280.132A. S-0 STRUCTURAL SPECIFICATIONS ASID NOTES ANTENNA ORIENTATION PLAN ANTENNA & CABLE SCHEDULE AND CABLE ROUTING DETAILSS.1 ETAILS AND ROOF ACCESS HATCH SAFE RAIL DETAILS MOUNTING D S-2 R ••�1Y•fags k, �:.,(°S rr/''' f ..w✓;t41eq gni p y}yam}Y r •.' �".�+� ,3 "7 Iia" -„"✓TM”:f Y1 ^ti w, - V Pit - " S-3 ESUPPORT FRAMING PLAN/ SECTIONS/ DETAILS AND NOTES ^R�4 g ��•� � q .� 6 e.`H.... r� ,.- t t` a t � •a- a S't L = �� � .� � e`er'"' ♦ � y r =s.,.-•` it .;t.4 ,.y.k'' pA k u; `� S— N.EQUIPMENT PLATFORM DETAILS AND ROOF ACCESS LADDER DETAILS �_ � , ►a�: � � � � ..: �� �-� • ♦, nt S 5 SOUTH BUILDING ELEVATION �-jj,��€yyy",.»^'•""l.'�`la,'{ t^y," ''?• RR"�,er y VC� ^w<., .r«" � "�� �� �F .. b,.,� '°a •� a, �� f �,, `kt �a �� ® '•' e e i�X- R`F. —1.0 PLUMBING SPECIFICATIONS ." y ;wt . .'r -. � :_'7g : j=> : f< . ^; E,,. } �yaa"' ,'.- a"' n q ` d'�, Ma,�,a+` :;p, r 1 •.C,Cy »<4`,,` " 'i.` °}," A sA P-2 0 PLUMBING GROUND FLOOR ROOF PLA S a � • aM � ry 6 _ . 44� • yam fs ' f 2` �r r "��• '*« Y t 4 rraj- e+ s {j as" ,° i{ , (�P. .tr •M �i t r ►e0 r# �$, sY <�y ." 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AL1 ,y� ” E 2.0 LECTRICAL PLAN `4y • t# °s,.d � * li°eP"`".,.'�,...Aa,..° ! .+ti>. yp}t, Int _• .-"s.,}} `i '-�! i!, • &r ,"d � + i'"' 4 A.� � �� y _'°°� }ea,dJk.• �,I ;est'" i4(!✓"�" r i?, .�® �.•, • ' ,.�`�u', � •,•r,r r .^ :', e�:,a�'�""• � _ .�� `m.., r �`*�„�"=�' `'".�::� - •- y�,. . .. &7 a•A , -�.�F( ,• 'a-,,s � '" '°i'• •� �' (� .P'°•1�t, ', + hyy ° & `` ,�{4A,,.m''^»."b E-3.0 ELECTRICAL RISER PANEL SCHEDULE AND PHONEBOARDw ° : ' ^,' ', `"' �, •�' e" p. ►•+• �` m-s,» .r'+�M♦ w - .' Y'4 66 F ',Airport Fa r' t '� �v `�+.e"'s"a, -." ° .•r^ �„ � "m''"I e• •t:�'iir^ "'r«"iti�<��.., .,, a t ry a } ® y a bROUHDI G DOTES AHD DETAILS � -�G `;'� ,� • � � �.rta�' {� 'y ir�� �i`'•��+ 'l q 7 +��`�`�,�. "��-*.a.<',`r. E-3@1 ^m.» - �9' •,. *•fir ,'a € -a £, 1 �' 14 • ./ ";f€L�. M.n:t4 •- d'y. ,�0' °t" 5�`V ',.�a+' m� °y�1'. .� �'w �� �+ ry ,dr^°'.� A 8« f ;..:ta�✓{r �5<� " ,,"'�'t' . a•* ,�5a`-►,.- its e;S :4 !'� y y ` ,'" 4c i' •'`rpt .s 'ss�,.` - D I2' C .__n�""^'"` E-3,2 GROUNDING RISER AND DETAILS � ., „g �, � • �� ,s„ , e ', _, ._ a� �, .a x h ry i ,yII i ,° --* �, �•. ,� . .� � .` — F� . ,'s<,n�} IOU-.0Z r OCT 2 2015 •,i � j ,t�''�-�'”`�4 ,<.~ ,�'”...,:�' � �` "• _mow•• '� .�.�� -�,*•�; � m--e iF. €� 4gWwit �f` .3''.?, a. r,?M$`•' ,..;w ,"r° �• ' •.� 04 Southold Town Planning Board SITE LOCATION TOPOGRAPHIC MAP FUTURE CARRIER EQUIPMENT PLATFORM tv' 4 S STRUCTURAL �13 WITH SCREENING ENCLOSURE (BY OTHERS) 151 C CONSULTING LOT LINE OF LANDS OF MATTITUCK FIRE DISTRICT, TYP. 2 N (DISTRICT 1000, SECTION 140, BLOCK 3, LOT 11.1) EXISTING HVAC UNIT, TYP. S SERVICES, P.C. y ZONED HB *HAMLET BUSINESS ZONE' BY TOWN OF SOUTHOLD, NY 7 NEW BACK-UP NATURAL GAS GENERATOR Z PLATFORM ACCESSORY NO ITOTAIL PARCEL AREA 57,053± SF (1.31± ACRES) C WITH VIBRATION ISOLATION SPRINGS AND 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONTRACTOR SHALL SUPPLY THE FOLLOWING EXPANDED METAL UNDERLAYMENT ITEMS AT EQUIPMENT PLATFORM. TEL: 203.740.7578 FAX: 203.775.5670 SUPPORTED ON NEW STEEL FRAMING. SEE lk4 -6' FOLDING FIBERGLASS LADDER SUPPORT FRAMING PLAN ON SHEET S-3. v -FIBERGLASS FOLDING TABLE uigb %Pm -FIBERGLASS CHAIR EXISTING ROOF HATCH TO REMAIN). INSTALL NEW icl M/E/P ENGINEER: -4, -X i -CHAIN AND LOCK TO SECURE ALL ITEMS 80* FIXED SHIPS LADDER FROM MEZZANINE LEVEL n-al-k-`,-%I V COORDINATE EXACT ACCESSORY REQUIREMENTS oc UP TO ROOF LEVEL PER DETAILS ON SHEET S-4. ............. WITH VERIZON WIRELESS PRIOR TO BID. F11 1 1, CB BREEN ASSOCIATES, P.C. • '20- E INSTALL NEW FIXED SAFETY RAIL SYSTEM ON AV�NU S 20*21 1k , HATCH PER DETAILS ON SHEET S-2. atti 'k NEW 3' WIDE STEEL ACCESS STEPS 46 RIVERSIDE AVENUE TEL 203-866-1471 DOWN TO ROOF FROM NEW PLATFORM. WESTPORT, CT 06880 BM 199.100 SEE DETAIL ON SHEET S-4. T b D AJ 1�1'11­­_ ­ ­ ,-1,�,:: -_,Z, W NEW NON-PENETRATING ROOFTOP CABLE TRAY, TYP. SEE CABLE TRAY LEGEND, NOTES AND DETAILS ON SHEET S-1. 40 a, '2 CLIENT: EXISTING WOODEN UNIPOLE (NOT co SHOWN FOR CLARITY) TO BE REMOVED AND REPLACED WITH NEW 120-FOOT TELECOMMUNICATION PROJECT INFORMATION 111111111000 I L UNIPOLE (BY OTHERS) WITH VERIZON WIRELESS' NEW PANEL ANTENNAS 1. Scope of Work: 11 , 111 T CONCEALED WITHIN. SEE SHEETS S-1 ------- The purpose of these drawings is to illustrate the installation of the following: ANDS FOR FURTHER INFORMATION. I w - A 184± SF wireless telecommunication equipment platform located on the ---------- (AT GRADE BELOW) (4)-ELECTRIC METER roof of the existing two-story masonry garage within new screening � �� �BANK WITH DISCONNECTS ON UNISTRUT enclosure with Vinyl brick facade Q,,.,,7wire1ess LO FRAME (BY OTHERS). SEE ELECTRICAL - A Back-up natural gas generator with sound enclosure on the roof of the LO : - - T,. -(o f o ,6 ' ^„ DRAWINGS FOR FURTHER INFORMATION. - Three (3) panel antennas (transmit and receive) mounted within a new WEST NYACK NEW YORK 10994 existing two-story masonry garage 4 CENTEROCK ROAD 4 t NEW 184± SF EQUIPMENT PLATFORM WITH RAIN MAIN -------- 120-foot telecommunication unipole (unipole proposed by others) 3 CANOPY ABOVE. SEE SHEETS S-3 AND S-4 • ROOF-;) 0 FOR FURTHER DETAILS. SUPPLY FURNITURE - Four (4) GPS antennas (receive only) mounted to the new screening enclosure AND ACCESSORIES AS PER "PLATFORM GPS 2. Applicant: 3. Engineer of Record: ACCESSORY NOTE" ON THIS SHEET. New York SMSA Limited Partnership James H. Fahey, P.E., S.E. 0 GPS I .......... d/b/a Verizon Wireless Structural Consulting Services, P.C. 4 Centerock Road .7HI . ..... S-5 I CTOU6-0 West Nyack, NY 10994 d, ya D 1-7T EXISTING CMU/BRICK PARAPET, TYP. 4. Property Owner. OCT 2 9 2015 Mattituck Fire District EXISTING WINDOW OR DOOR BELOWw __ , TYP. T P.O. Box 666 Town Mattituck, NY 11952 0a rd '4 NEW SCREENING WALL ENCLOSURE (WITH Planning B 11, BRICK VINYL PANELING TO MATCH 5. Site Data: EXISTING BUILDING) SUPPORTED FROM AND Street Address: 1000 Pike Street w i MAIN GARAGE ROOF 0 SURROUNDING NEW EQUIPMENT PLATFORM. Mattituck, NY 11952 • SEE SHEET S-3 FOR FURTHER DETAILS. District: 1000 Section: 140 NEW GPS ANTENNA MOUNTED TO OUTSIDE FACE Block: 3 ---------- OF NEW SCREENING ENCLOSURE, TYP. FOR FOUR Lot: APPROVED BY 11.1 0 (4) GPS ANTENNAS TOTAL. MOUNT TOPS OF Approximate Parcel Area: 57,053± SF (1.31± Acres) GPS ANTENNAS 2'-0" ABOVE TOP OF PLANNING BOARD ENCLOSURE. SEE SHEET S-1 FOR GPS ANTENNA Zoning District: HB "Hamlet Business Zone" J MOUNTING DETAIL. PAINT GPS ANTENNAS AND Jurisdiction: Town Of Southold, NY TOWN' OF SOUTHOLD Approximate Latitude: N 40* 59' 34.4" (NAD '83) MOUNTS WITH RIF TRANSPARENT PAINT TO Approximate Longitude: W 72- 31' 59.7- (NAD '83) DATE MATCH EXISTING BUILDING FACADE. -------- ------ Approximate Ground Elevation: 8 feet (NGVD '29) 2 — S 26*42'20" E EXISTING VENT HOOD, TYP. 6. : ,mss tr.J 39.70' 1.) New features labeled as such; all else existing. n—E-_D] 2.) Existing features shown hereon were taken from limited field measurements taken on April 18th, 2013, drawings of the building entitled "Architectural Site 70'± J(PROPOSED) MAIN GARAGE ROOF PLAN Plan & Details" (sheet SP-11) and "Partial Rear Elevation & West Side Elevation w I -- -- / S-5 2 0 SCALE: 1 10' (sheet A-6) prepared by Frank G. Relf, A.I.A. Architect; 520 Broadhollow Road, I j F' ' `a °� / 4 Melville, NY 11747 dated August 28th, 1995 (Reif Project# 95031F) for additions 0) and alterations to the Mattituck Fire District facility on the property and from a ( ASPHALT GRAPHIC SCALE drawing of the property entitled "Site Plan" (sheet A-01) prepared by Gary AREA to 0 5 to 20 APPROXIMATE Musciano, RA Architect; 611 Main Street (2nd floor), Boonton, NJ 07005 last 0 120'± (PROPOSED TRUE NORTH issued September 1st, 2014 (Musciano Project# 7141) for the proposed installation of the 120-foot telecommunication unipole and related utilities at 0 0 0 the property. E-! SEE "MAIN GARAGE ROOF PLAN' (IN FEET) 3.) The new use is unmanned and will be visited approximately once a month EXISTING MAIN ON THIS SHEET FOR ENLARGEMENT for maintenance purposes; therefore the site is not anticipated to generate GARAGE ROOF-;) AND FURTHER DETAILS additional noise, (park vibrations or traffic. 4.) No additional parking is required for the new use as this is an unmanned site. 5 GENERAL REVISIONS 7/17/15 5.) No solid or liquid waste will be produced by the new use as this is an LO 4 ISSUED FOR BUILDING PERMIT 4/15/15 0. BSM unmanned site; therefore, no water or sewage facilities are required for the new --------------------------- use. ---------- REFER TO THE PLUMBING DRAWINGS FOR KEY PLAN 6.) There will be no commercial or retail signs, nor special lighting required for 3 REVISED PER COMMENTS lV20/14 z10 ULJ DETAILS AND ROUTING OF NEW NATURAL (n 1 inch 60 ft.�± the new use. 0 GAS SERVICE. COORDINATE ALL WORK a- — — — 7.) Fire protection and security provisions will include remote monitoring of the GRASSY 0 WITH THE PLUMBING DRAWINGS. 2 ISSUED FOR CONSTRUCTION 8/4/14 subject site. AREA [-H • 1 ISSUED FOR REVIEW 7/21/14 0, REFER TO THE ELECTRICAL DRAWINGS FOR Na ISSUE OR REVISION DATE EXISTING DETAILS AND ROUTING OF NEW ELECTRIC STRUCTURE, TYP. AND TELEPHONE SERVICES. COORDINATE APPROXIMATE No use, reproduction or dissemination may be made of this drawing ALL WORK WITH THE ELECTRICAL DRAWINGS. LOCATION OF and the concepts set forth without the prior written consent of GRASSY NEAREST Structural Consulting Services, P.C. Copyright(D2015 AREA M RESIDENTIAL 0) \STRUCTURE PROJECT TITLE 1 `4 AFTER COMPLETION OF CONSTRUCTION, ..1001 New York SMSA • 0 CONTRACTOR SHALL RESTORE ALL DISTURBED N 2557'00" W AREAS TO THEIR ORIGINAL EXISTING CONDITIONS. Limited Partnership �52.3*E� d/b/a VERIZON WIRELESS 1-454 W • SITE: MATTITUCK RELO 009 N 2556'30" W 55.00 2 1000 PIKE STREET MATTITUCK, NY 11952 loe 0,0 0 .110,± DRAWING TITLE ROOF PLAN \ 0 REFERENCE EXISTING FEATURES SHOWN ON THIS SITE/ROOF PLAN WERE TAKEN FROM LIMITED SITE SITE/ROOF PLAN FIELD MEASUREMENTS TAKEN ON APRIL 18TH, 2013 AND FROM A DRAWING OF THE 0 0 BUILDING ENTITLED "ARCHITECTURAL SITE PLAN & DETAILS" (SHEET SP-1) PREPARED MAIN GARAGE ROOF PLAN, BY FRANK G. RELF, A.I.A. ARCHITECT; 520 BROADHOLLOW ROAD, MELVILLE, NY 11747 GRAPHIC SCALE ool PROJECT INFORMATION, DATED AUGUST 28TH, 1995 (RELF PROJIECT# 95031F) FOR ADDITIONS AND 20 0 to 20 40 MAPS AND NOTES 1ALTERATIONS TO THE MATTITUCK FIRE DISTRICT FACILITY ON THE PROPERTY. APPROXIMATE F_-7- TRUE NORTH REFERENCE 111 111777 1 • FEATURES PROPOSED BY OTHERS SHOWN ON THIS SITE/ROOF PLAN WERE (IN FEET) SEAL SCALE PROJECT NO. • AS NOTED TAKEN FROM A DRAWING OF THE PROPERTY ENTITLED "SITE PLAN" (SHEET 41 VER0798 611 MAIN STREET (2ND A-01) PREPARED BY GARY MUSCIANO, RA ARCHITECT, I DRAWN BY DRAWING NO. CID FLOOR), BOONTON, NJ 07005 LAST ISSUED SEPTEMBER 1ST, 2014 (MUSCIANO GS W'C-AZIAAfJ f9 PROJECT# 7141) FOR THE PROPOSED INSTALLATION OF THE 120-FOOT TELECOMMUNICATION UNIPOLE AND RELATED UTILITIES AT THE PROPERTY. .1000, UJ CHECKED By APPROXIMATE loe JHF LOCATION OF EXISTING io 7 '9 DATE STRUCTURE, TYP. r PESS, 7/15/14 _J GENERAL CONDITIONS ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW 4. CONSTRUCT TEMPORARY DUSTPROOF PARTITIONS WHERE REQUIRED TO I. ALL STRUCTURAL STEEL AND CONNECTION MATERIAL TO BE EXPOSED TO D. ENGINEER MAY INSPECT STRUCTURAL STEEL AT PLANT BEFORE SHIPMENT. S STRUCTURAL YORK STATE" AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. PERFORMED. WITH ASTM A123 AND A153. TOUCH-UP FIELD WELD AREAS WITH ZINC RICH E. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK THAT INSPECTIONS C CONSULTING PAINT. PROVIDE TNEMEC 90-93 OR EQUAL. AND LABORATORY TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE A. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE TAKEN G. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT THE CONTRACTOR'S FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, CONTRACTOR IMPACT AGAINST STRUCTURE OR FINISHES TO REMAIN. PROTECT ALL EXPENSE, AS NECESSARY TO RECONFIRM ANY NONCOMPLIANCE OF ORIGINAL S SERVICES P C SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS WITH EXISTING STRUCTURES AND FINISHES TO REMAIN FROM DAMAGE OF ANY KIND. FABRICATION: WORK AND TO SHOW COMPLIANCE OF CORRECTED WORK. • • CONDITIONS. INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO A. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL COMMENCING WORK AND DO NOT PROCEED WITH ANY AFFECTED WORK UNTIL NOTIFIED. H. DISPOSAL OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH AND ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF F. WELDING: VISUALLY INSPECT TO THE REQUIREMENTS OF SECTION 6 AND 8 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS OF AWS D1.1. USE AN AWS CERTIFIED INSPECTOR OR ASSISTANT WELDING TEL:203.740.7578 FAX: 203.775.5670 B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OFINDICATED ON FINAL APPROVED SHOP DRAWINGS. PROVIDE CAMBER IN INSPECTORS UNDER THE SUPERVISION OF THE AWS CERTIFIED WELDING DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. STRUCTURAL MEMBERS WHERE INDICATED. INSPECTOR( ALTERNATIVELY, IMPLEMENT A PROGRAM OF SELF CERTIFICATION WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION 1. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OF WELDING INSPECTORS PROVIDED THE PROGRAM IS WRITTEN AND IS M/E/P ENGINEER: PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND 1. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY. SUPERVISED BY AN AWS CERTIFIED INSPECTOR IN COMPLIANCE WITH THE TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND REQUIREMENTS OF AWS D1.1, SECTIONS 6 AND 8. MAKE AVAILABLE TO THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE EXPOSURE OR ENVIRONMENTAL POLLUTION. MINIMIZE FIELD HANDLING OF MATERIALS. ENGINEER THE WELD INSPECTION PROGRAM INCLUDING THE INSPECTOR'S WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CERTIFICATION RECORDS. INSPECT AND TEST DURING FABRICATION OF CB BREEN ASSOCIATES, P.C. CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S I. DAMAGE: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES 2. WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING STRUCTURAL STEEL ASSEMBLIES, AS FOLLOWS: SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE BY DEMOLITION WORK AT NO COST TO VERIZON WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE RESPONSIBILITIES. FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF 1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. 46 RIVERSIDE AVENUE TEL 203-866-1471 MARKINGS, BURRS, AND OTHER DEFECTS. RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WESTPORT, CT 06880 C. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT STRUCTURAL STEEL WORK REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES. SHOWN IN THE DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL B. CONNECTIONS: WELD SHOP CONNECTIONS IN ACCORDANCE WITH AWS D1.1, BE SUBMITTED FOR ACCEPTANCE. GENERAL UNLESS OTHERWISE INDICATED. 2. PERFORM VISUAL INSPECTION OF ALL WELDS. D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS SUBMITTALS: WITHOUT THE ACCEPTANCE OF THE ENGINEER, EXCEPT AS SHOWN IN THE A. PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION C. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER 3. PERFORM TESTS OF WELDS AS FOLLOWS. INSPECTION PROCEDURES LISTED DRAWINGS. INSTRUCTIONS FOR THE FOLLOWING PRODUCTS ALONG WITH SAMPLES CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS ARE TO BE USED AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED ON CLIENT: WHERE INDICATED. INCLUDE LABORATORY TEST REPORTS AND OTHER FOR BOLTED CONNECTIONS. THE DRAWINGS. E. IT IS ANTICIPATED THAT ALL MEMBERS BE FABRICATED AND ERECTED DATA TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS (INCLUDINGSPECIFIED STANDARDS) D. HIGH-STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED a. LIQUID PENETRANT INSPECTION: ASTM E165. . FREE OF SHOP AND FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE FASTENERS IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL THE NEED FOR FIELD SPLICING OF MEMBERS SUBMIT SPLICE LOCATIONS FOR 1STRUCTURAL STEEL INCLUDING CERTIFIED COPIES OF MILL REPORTS JOINTS USING ASTM A325 OR A490 BOLTS." b. MAGNETIC PARTICLE INSPECTION: ASTM E709; PERFORMED ON ROOT . ENGINEER'S ACCEPTANCE. WHERE FIELD SPLICING IS ACCEPTED, SPLICES COVERING CHEMICAL AND PHYSICAL PROPERTIES FOR EACH HEAT OF PASS AND ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE SHALL BE SHOWN IN THE SHOE' DRAWINGS. STEEL. E. WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, FUSION OR PENETRATION IS NOT ACCEPTABLE. F. SPACES NOT COVERED BY FINISH SYMBOLS SHALL BE FINISHED TO MATCH APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING 2. HIGH-STRENGTH BOLTS (EACH TYPE), INCLUDING NUTS AND WASHERS. WELDING WORK. c. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM \0000�. RELATED SPACES TO THE SATISFACTION OF VERIZON a. INCLUDE DIRECT TENSION INDICATORS IF USED. QUALITY LEVEL "2-2T." G. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, SOURCE QUALITY CONTROL: wireless 3. SAMPLE OF EACH BOLT TYPE, NUT, AND WASHER INCLUDING DIRECT A. GENERAL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO d. ULTRASONIC INSPECTION: ASTM E164. .,,,, ,,,,, BRACKETS, GOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO TENSION INDICATORS, IF USED. INSPECTION AND TESTS IN MILL, SHOP, AND FIELD CONDUCTED BY THE PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, ENGINEER. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE THE CONTRACTOR G. FIELD-BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC 4 CENTEROCK ROAD EQUIPMENT, ETC. B. SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED STRUCTURAL OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES SPECIFICATIONS. WEST NYACK NEW YORK 10994 H. VERIZON RESERVES THE RIGHT TO DELIVER ANYTIME, PLACE AND INSTALL ENGINEER, INCLUDING COMPLETE DETAILS FOR FABRICATION AND IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS. 1. FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS THERE SUBMIT THREE (3) SETS OF PRINTS AND ONE (1) SEPIA OF SHOP DRAWINGS 1. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS ASTM F959. VERIFY THAT GAPS ARE LESS THAN GAPS SPECIFIED IN IS NO INTERFERENCE WITH THE WORK OF THE GENERAL CONTRACTOR. FOR APPROVAL BY THE ENGINEER. THAT DO NOT COMPLY. TABLE 2 OF ASTM A959. I. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS EXECUTION OTHERWISE NOTED. CONTRACTOP SHALL SUBMIT SAMPLES OF ALL MATERIAL 1. INCLUDE DETAILS OF CUTS, CONNECTION DESIGNS, CAMBER, HOLES, AND ERECTION: ANTENNA, ANTENNA CABLE, AND CABLE SUPPORT SYSTEMS TO VERIZON FOR ACCEPTANCE. OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND A. NOTIFY THE ENGINEER 48 HOURS BEFORE DELIVERY OF THE STRUCTURAL SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. STEEL TO THE JOB SITE SO THAT THE ENGINEER CAN BE AVAILABLE FOR A. SUPPLY ANTENNA MAKE AND MODEL AS SHOWN ON DRAWINGS. ALL J. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'SINSPECTION OF MAKE-UP, HANDLING, ERECTION, WELDING AND BOLTING. ANTENNAS SHALL BE MOUNTED ON DOWNTILT BRACKETS. INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT 2. THE CONTRACTOR SHALL REVIEW THOROUGHLY ALL STEEL DRAWINGS BEFORE THEY ARE MORE STRINGENT THAN REQUIREMENTS IN CONTRACT DRAWINGS. SUBMITTING THE DRAWINGS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR B. TEMPORARY SHORING AND BRACING: PROVIDE TEMPORARY SHORING AND B. EXTERIOR CABLE TRAYS: SHALL SIGN THE DRAWINGS INDICATING THAT THIS REVIEW HAS OCCURRED BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR K. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, AND THAT THE DRAWINGS BEING SUBMITTED ARE A COMPLETE FINAL SET IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN 1. SEE DRAWINGS FOR ALL CABLE TRAY LAYOUT, DETAILS, AND INSTALL COMPONENTS AT STANDARD HEIGHTS FOR THE APPLICATIONS INCLUDING ALL INFORMATION REQUIRED FOR APPROVAL. IF, IN THE REVIEW PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. SPECIFICATIONS. INDICATED. REFER QUESTIONS TO VERIZON OF THE DRAWINGS BY THE ENGINEER, IT BECOMES EVIDENT THAT THE PROVIDE TEMPORARY GUIs' LINES TO ACHIEVE PROPER ALIGNMENT OF DRAWINGS HAVE NOT BEEN REVIEWED BY THE CONTRACTOR, OR ARE NOT STRUCTURES AS ERECTION PROCEEDS. C. ANTENNA CABLES: L. CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, COMPLETE, THE REVIEW SHALL BE DISCONTINUED UNTIL A COMPLETE AND CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS FINAL SET HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL. THE C. TEMPORARY PLANKING: PROVIDE TEMPORARY PLANKING AND WORKING 1. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY DELAYS IN FABRICATION PLATFORMS AS NECESSARY TO EFFECTIVELY COMPLETE WORK. SPECIFIED BY VERIZON. THAT SHOULD ARISE DUE TO AN INSUFFICIENT SUBMITTAL. D. FIELD ASSEMBLY: SET STRUCTURAL FRAMES ACCURATELY TO LINES AND BASE STATION ANTENNAS: 1. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY C. TEST REPORTS CONDUCTED ON SHOP- AND FIELD-BOLTED AND WELDED ELEVATIONS INDICATED. ALIGN AND ADJUST VARIOUS MEMBERS FORMING FOR CABLE RUNS UP TO 100 FEET, USE 7/8" INCH CABLE APPROVED BY THROUGHOUT THE CONSTRUCTION PERIOD. CONNECTIONS. INCLUDE DATA ON TYPE(S) OF TESTS CONDUCTED AND TEST PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE 2. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART RESULTS. CLEAN BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT GPS ANTENNAS: PLANNING BOARD OF CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR QUALITY ASSURANCE: CONTACT BEFORE ASSEMBLY. PERFORM NECESSARY ADJUSTMENTS TO FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE DELETERIOUS EXPOSURE. SUCH EXPOSURE INCLUDES: A. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF FOLLOWING, EXCEPT AS COMPENSATE FOR DISCREPANCIES IN ELEVATIONS AND ALIGNMENT. FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE TOWN OF SOUTHOLD a. WATER INFILTRATION AND EXPOSURE TO WEATHER. OTHERWISE INDICATED: 1. LEVEL ASC OLD PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED 2. MINIMUM -BENDING CABLE, RADII: MIN = 15 INCHES. DATE ��i b. EXCESSIVELY HIGH OR LOW TEMPERATURES OR HUMIDITY. 1. BUILDING CODE OF NEW YORK STATE, LATEST EDITION, AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON MEAN 1-5/8 INCH CABLE, RMIN = 25 INCHES. c. HEAVY TRAFFIC, SOILING, STAINING AND CORROSION. OPERATING TEMPERATURE OF STRUCTURE. MAKE ALLOWANCES FOR {, 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND MEAN 3. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL d. UNUSUAL WEAR OR OTHER MISUSE. STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC TEMPERATURE AT WHICH STRUCTURE WILL BE WHEN COMPLETED AND IN IN FIELD PRIOR TO CONSTRUCTION. DESIGN," INCLUDING "COMMENTARY." SERVICE. e. CONTACT BETWEEN INCOMPATIBLE MATERIALS. 3. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 4. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS 3. SPLICE MEMBERS ONLY WHERE INDICATED AND ACCEPTED ON SHOP AT EACH END. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION. DRAWINGS. f. THEFT OR VANDALISM. 5. CONNECTORS, HANGERS, AND ACCESSORIES SHALL BE PLACED AND M. CONTRACTOR RESPONSIBILITIES: PROVIDE INSPECTIONS AND TESTS 4. AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." E. ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION INSTALLED AS RECOMMENDED BY THE CABLE MANUFACTURER AND PER SPECIFIED OR REQUIRED BY GOVERNING AUTHORITIES. COORDINATE ALLBOLTS, FILL HOLES WITH PLUG WELDS, AND GRIND SMOOTH AT EXPOSED VERIZON'S REQUIREMENTS. TESTING AND INSPECTION WITH VERIZON 5. ASTM A6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, SURFACES. SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 6. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS N. PERMITS, LICENSES, AND CERTIFICATES: CONTRACTOR SHALL OBTAIN 1. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF STAMPED WITH ANTENNA ORIENTATION AND ATTACHED TO CABLES WITH AND PAY FOR ALL PERMITS, LICENSES AND THE LIKE REQUIRED TO COMPLETE B. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING TEMPORARY CONNECTIONS, AND ALIGNMENT. STAINLESS STEEL TIE WIRES. TAGS SHALL BE PROVIDED AT: THE WORK. FOR VERIZON'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS. CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL 2. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING a. ANTENNA LOCATIONS SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS AND 1. PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN WORK HAVE DRIFT PINS. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN SATISFACTORILY PASSED AWS QUALIFICATION TESTS. b. AT 50 FOOT INTERVALS CONJUNCTION WITH COMPLIANCE: WITH STANDARDS AND REGULATIONS BEARING F. WELDED CONNECTIONS: 2. I UPON PERFORMANCE OF THE WORK. F RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE c. BEFORE ENTRY INTO THE EQUIPMENT ROOM/SHELTER/CABINET CONTRACTOR'S RESPONSIBILITY. 1. COMPLY WITH AWS D11.1 FOR QUALIFICATION OF WELDERS, PROCEDURE 0. ALL WORK TO BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE QUALIFICATIONS, AND ALL WELDING. 7. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A MANNER WITH PROPER SUPERVISION AND CRAFTSMEN SKILLED IN THEIR DELIVERY, STORAGE, AND HANDLING: 2. KEEP SURFACES TO BE WELDED FREE FROM LOOSE SCALE, RUST, GREASE, WEATHERPROOF SPLICING KIT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 TRADES AND LICENSED WHERE REQUIRED BY LAW. A. DELIVER MATERIALS TO SITE AT SUCH INTERVALS TO ENSURE UNINTERRUPTED PAINT OR OTHER FOREIGN MATERIAL EXCEPT THAT MILL SCALE WHICH 8. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS P. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE PROGRESS OF WORK. RESISTS VIGOROUS BRUSHING CAN REMAIN. KEEP JOINT SURFACES WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL 2 ISSUED FOR CONSTRUCTION 8/4/14 OF FINAL ACCEPTANCE BY VERIZON. ALL MANUFACTURER GUARANTEES ANDB. STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND INDENTICATION. FREE FROM FINS AND TEARS. BE SEALED IMMEDIATELY AFTER BEING INSTALLED. WARRANTIES TO BE TURNED OVER TO VERIZON. 1 ISSUED FOR REVIEW 7/21/14 KEEP STEEL MEMBERS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER 3. TACK WELDS, WHICH ARE LATER INCORPORATED INTO FINISHED WELDS CARRYING SAFETY NOTES DEMOLITION, CUTTING AND PATCHING SUPPORTS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS FROM EROSION, CALCULATED STRESS, SHALL NOT BE CONSIDERED AS STRUCTURAL WELDS. DISTORTION, AND DETERIORATION. IF BOLTS OR NUTS BECOME DRY OR RUSTY, A. SPECIAL PRECAUTIONS SHALL BE SO THAT THE CONSTRUCTION AND Na ISSUE OR REVISION DATE A. COORDINATE ALL CUTTING AND PATCHING OPERATIONS WITH VERIZON CLEAN AND RELUBRICATE BEFORE USE. G. BOLTED CONNECTIONS: EQUIPMENT INSTALLATION SHALL NOT AFFECT THE FOLLOWING: B. PROVIDE AND PLACE BRACING OR SHORING AS NEEDED. 1. DO NOT STORE MATERIALS ON STRUCTURE IN A MANNER THAT MIGHT CAUSE 1. USE ASTM A325 HIGH STRENGTH BOLTS, TYPE X (BEARING TYPE WITH 1. TENANT EGRESS TO AND FROM THE BUILDING. No use, reproduction or dissemination may be made of this drawing DISTORTION OR DAMAGE TO MEMBERS OR SUPPORTING STRUCTURES. REPAIR THREADS EXCLUDED FROM THE SHEAR PLANE), HAND TIGHT WITH and the concepts set forth without the prior written consent of C. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING. CUT OR REPLACE DAMAGED MATERIALS OR STRUCTURES AS DIRECTED. ) EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OF OTHER PAL NUTS WHERE INDICATED. 2. FIRE SAFETY OF THE BUILDING. Structural Consulting Services, P.C. Co I ht©2015 COMPONENTS OR THE PERFORMANCE OF OTHER CONSTRUCTION ACTIVITIES AND PRODUCTS THE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO MATERIALS: 2. DO NOT USE BURNING TORCHES TO CREATE HOLES OR TO CUT MEMBERS 3. STRUCTURAL SAFETY OF THE BUILDING. PROJECT TITLE THEIR ORIGINAL CONDITION. A. METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL BE CARRYING STRESSES UNLESS SPECIFICALLY AUTHORIZED BY THE IN ADDITION: New York SMSA EXPOSED TO VIEW, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE OF ENGINEER. D. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM MARKS, 1. NO CREATION OF NOISE OUTSIDE THE HOURS OF 7:00 AM TO 6:00 PM Limited Partnership TO DAMAGE ELEMENTS TO BE RETAINED ON ADJOINING CONSTRUCTION. ROLLER MARKS, ROLLER TRADE NAMES, AND ROUGHNESS. REMOVE SUCH 3. BOLT FIELD CONNECTIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. USE 3/4 INCH DIAMETER BOLTS WITH STANDARD 13/16 INCH DIAMETER IS ALLOWED. d/b/a VERIZON WIRELESS BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, PRIOR TO CLEANING, HOLES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. SITE: MATTITUCK RELO 1. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS TREATING, AND APPLYING SURFACE FINISHES. 2. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT 4. USE BOLTS SUFFICIENTLY LONG TO EXTEND BEYOND BUT NOT LESS THAN UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. 1000 PIKE STREET HOLES AND SLOTS TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OR B. STRUCTURAL STEEL: FLUSH WITH THE FACE OF THE NUT WHEN TIGHTENED. MATTITUCK, NY 11952 ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO WIDE FLANGE SHAPES: ASTM A992 (50 KSI) 3. ELECTRICITY, GAS, WATER, AND ANY OTHER UTILITIES SHALL NOT BE AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE CHANNELS, ANGLES, WT's, PLATES, BARS, RODS: ASTM A36 5. TIGHTEN BOLTS IN ACCORDANCE WITH THE "SPECIFICATION FOR INTERRUPTED DURING CONSTRUCTION. EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED DRAWING TITLE E. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS C. COLD-FORMED STEEL TUBING: ASTM A500, GRADE B. BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OR B. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORK SITE POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES. AS INDICATED ON DRAWINGS AND SPECIFICATIONS. CLEAN EACH DAY. D. STEEL TUBING: ASTM A500 -GRADE B (46 KSI - RECTANGULAR, 42 KSI - ROUND) HD E � E U� „n 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISHED E. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW-CARBON H. GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD FOR CORRECTING C. IF THE CONTRACTOR DURING THE COURSE OF WORK OBSERVES THE EXISTENCE FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. CUTTING WILL BE OF ASBESTOS IN OR ON THE STRUCTURE OR BUILDING, THE CONTRACTOR SHALL STRUCTURAL SPECIFICATIONS RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT STEEL BOLTS AND NUTS. PERMITTED ONLY ON SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS PROMPTLY NOTIFY THE VERIZON REPRESENTATIVE AND ENGINEER. THE VERIZON WILL ELIMINATE EVIDENCE OF PATCHING. 1. PROVIDE HEXAGONAL HEADS AND NUTS FOR ALL CONNECTIONS. ACCEPTABLE TO THE ENGINEER. FINISH GAS-CUT SECTIONS EQUAL TO A REPRESENTATIVE SHALL CONSULT WITH THE ENGINEER REGARDING REMOVAL OCT 29 2015 AND NOTES 2. WHERE PATCHING FIRE RATED CONSTRUCTION PROVIDE FIREPROOFING AND F. HIGH-STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLTS, SHEARED APPEARANCE WHEN PERMITTED. OR ENCAPSULATION OF THE ASBESTOS MATERIAL AND THE CONTRACTOR SHALL NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO Southold Town FIRESTOPPING AS REQUIRED BY THE BUILDING CODE. HEAVY HEXAGON NUTS, AND HARDENED WASHERS, AS FOLLOWS: QUALITY CONTROL: RECEIPT OF SPECIAL INSTRUCTIONS FROM VERIZON THROUGH THE ENGINEER. Planning Board F. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF 1. QUENCHED AND TEMPERED MEDIUM-CARBON STEEL BOLTS, NUTS, AND A. THE ENGINEER WILL INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND D. COORDINATE ALL CONSTRUCTION OPERATIONS WITH ANY PROTOCOL ESTABLISHED BY PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL WELDED CONNECTIONS AND PERFORM TESTS AND PREPARE TEST REPORTS THE BUILDING FOR ALL APPLICABLE PROCEDURES THROUGHOUT CONSTRUCTION. SEAL =._.. , SCALE PROJECT N0. PUBLIC FROM INJURY DUE TO DEMOLITION WORK. WASHERS, COMPLYING WITH ASTM A325. AS REQUIRED. NES' AS NOTED VER0798 1. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE G. DIRECT TENSION INDICATORS: ASTM F959, TYPE AS REQUIRED. �,� �,� � �q B. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS STATE IN EACH �. r '�'F DRAWN BY DRAWING NO. PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC, AND TENANTS TO AND AS-BUILT DRAWINGS: art 1. USE ON ALL A325 BOLTS ON CONNECTIONS THAT ARE SLIP CRITICAL WITH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, AND .A� GS FROM OCCUPIED PORTIONS OF BUILDING. ENGINEER'S APPROVAL IN LIEU OF INSTALLATION BY TORQUING OR TURN SPECIFICALLY STATE ANY DEVIATIONS THEREFROM. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF OF THE NUT. CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND/OR �4„MA' � � W cc CHECKED BY 2. PROTECT EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND C. PROVIDE ACCESS FOR ENGINEER TO PLACES WHERE STRUCTURAL STEEL MODIFICATIONS DENOTED WITH RED PENCIL. THESE DRAWINGS WILL BE JHF SM0 BECOME EXPOSED DURING DEMOLITION OPERATIONS. H. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE. WORK IS BEING FABRICATED OR PRODUCED SO THAT REQUIRED INSPECTION CONSIDERED THE CONTRACTOR'S AS BUILTS. FINAL PAYMENT WILL ��C e ,yq ���"� DATE CAN BE ACCOMPLISHED. �,_f s 3. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. NOT BE MADE UNTIL DRAWINGS ARE RECEIVED BY THE ENGINEER. :;�� �-� ;ip7/15/14 VERIZON WIRELESS ANTENNA & CABLE NOTES: L3x3x% HORIZONTAL BRACE ACROSS PIPE MASTS. X"0 GALV. OR ANTENNA CABLE, TYP. SUPPORT ES AT TOP OF VERTICAL ATTACH BRACE TO EACH PIPE MAST WITH X"0 S.S. U-BOLT POST RUN LWITH LTYP CAL HOISTING GRIPS. S STRUCTURAL 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION U-BOLT WITH HEAVY HEX AND PAL NUTS. CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, 2'-6" %"0 GALV. OR 2'-0" MAX. 4" MAX. C CONSULTING MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED UNIVERSAL VERTICAL TRAPEZE KIT (VALMONT S.S. BOLT BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL ROUND OVERSIZED HARDENED WASHER P/N VT12), TYP. AT 4'-0" O.C. MAX. BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. SET IN BED OF SILICONE SEALANT, TYP. S SERVICES, P.C. COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS METAL DECK RAIN CANOPY GRIP-SPAN BRIDGE CHANNEL (VALMONT P/N AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED GRS12-10 . CUT CHANNEL AS REQUIRED AND ° ° ° ° 0 67 FEDERAL ROAD,BROOKFIELD,CT 06804 WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. CANOPY SUPPORT FRAMING, NP. ) COLD SPRAY GALVANIZE CUT END. ° ° ° o TEL:203.740.7578 FAX: 203.775.5670 (2)-3/8"0 A307 OR A36 GALV. STEEL UNIVERSAL VERTICAL 2. AFTER INSTALLATION THE TRANSMISSION LINE SYSTEM COAX CABLES ROUTED 1t SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION DOWN TO CABLE TRAY. THREADED RODS. FASTEN TO TRAPEZE KIT (VALMONT P/N 1 0``� ° UNISTRUT WITH ROUND HARDENED OVERSIZED VT18 , TYP. AT EACH END. M/E/P ENGINEER: AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST MAINTAIN MINIMUM \\ ) TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. CABLE BEND RADIUS, HEAVY HEX NUT, WASHERS AND DOUBLE HEAVY HEX NUTS. PROVIDE DURABLE FOAM EDGE 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: SEE MANUFACTURER'S TYP. BOTH SIDES OF GUARD AT CABLE TRAY END -� CB BREEN ASSOCIATES, P.C. SPECIFICATIONS. CANOPY DECK, TYP. GALV. P1000 UNISTRUT MEMBER 0 1 2 i A UNIPOLE PORTHOLE - AT THE ANTENNAS 5'-0" O.C. MAX.. FASTEN ANTENNA 37A (BY OTHERS). VERIFY - AT THE BASE OF THE TELECOMMUNICATION UNIPOLE DRIP LOOP, TYP. CABLES TO UNISTRUT WITH STAINLESS I I EXACT LOCATION AND JUMPER CABLES ® EQUIPMENT CABINETS STEEL SNAPSTAK STACKABLE SNAP-IN I I " ELEVATION IN FIELD. 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HANGER BY ANDREW OR EQUAL, TYP. UNIPOLE WESTPORT, CT 06880 AND AT THE BASE OF VERTICAL RUNS MOD. CELL STACK 2 CABLES DEEP MAXIMUM. ____________________________ _____________________________________ i CI C (BY OTHERS) . . CABINET 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE -OR- COAX OR JUMPER CABLES, TYP. _ CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FORI I r 1 GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 9712 I I FRAMED OPENING IN CABINET i i F o CLIENT: 6. SYSTEM INSTALLATION: GRATING FOR CABLE SCREENING ENCLOSURE WALL, TYP. THE CONTRACTOR SHALL INSTALL ALL. CABLES AND ANTENNAS TO THE PASSAGE. SEE I I I MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS SHEETS S-2 AND ROOF MOUNTED CABLE TRAY. SEE SHEET RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: S-3 FOR DETAILS. C-1 FOR CONTINUATION AND DETAILS, 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING NOTES AND LEGEND ON THIS SHEET. HARDWARE. NEW NON-PENETRATING PROVIDE DRIP LOOPS FOR ALL CABLES WHERE 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. ROOFTOP CABLE TRAY SEAL ALL AROUND NUT AND ��' 3. %" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. ROUTED TO ROOF EDGE. WASHER ON CANOPY WITH SILICONE ATTACH COAX CABLES TO VERTICAL TRAPEZE KITS WITH VERTICAL RUNS TRANSITION C B HORIZONTAL - _ � _ STACKABLE SNAP-IN HANGERS (VALMONT P/N 78SS-A) RUNS. MAINTAIN MINIMUM CABLE BENDING \000�. SEE ROOF PLAN ON SEALANT AFTER INSTALLATION. RADIUS PER SPECIFICATIONS ON THIS SHEET. 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS SHEET C-1 AND F3UTj25wireless SPECIFIED BY VERIZON WIRELESS. DETAILS, NOTES, ANDLEGEND ON THIS SHEET. ACCESS PLATFORM AND CABLE LAYOUT AT ROOF EDGE AND INTO UNIPOLE BASE STATION ANTENNAS: EXISTING ROOF SURFACE SUPPORT FRAMING, TYP. SCALE: 1'-0" 4 CENTEROCK ROAD FOR CABLE RUNS OF UP TO 100 FEET, USE 7/8" INCH CABLE. WEST NYACK NEW YORK 10994 FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE. 3" (2)-J"0 A325-SC BOLTS GPS UNITS: CABLE LAYOUT ATE U I PM EN T PLATFORM , "1, „ 0 3" O.C. THROUGH J"0 FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE. SCALE: " = 1'-0" 1 HOLES IN BOTH ANGLES FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE. L4x4xj x 6" LONG (2)-�%-0 U-BOLTS 8. MINIMUM BENDING RADII FOR COAXIAI_ CABLES: _ 0 3" O.C. VERT. HEAVY HEX ANDE2_7/Qn " " 7/8", RMIN = 15" i I PAL NUT, TYP. % x5 x5 PLATE 1-5/8", RMIN = 25" i 9/16"0 HOLE, TYP. 9. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: 00 i ;,, 1%"Oroo NE (1) ALPHA ARGUS CABINET = 1 X 3.88 SF = 3.88 SF i WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL ONE (1) POWER/TELCO CABINET = 1 X 5.9 SF = 5.9 SF i= - " �' " BE SEALED IMMEDIATELY AFTER BEING INSTALLED. TWO (2) BATTERY CABINETS E 2 X 5.73 SF = 11.46 SF i� 2 O.D. SCHED. 40 0 " 1-1/16 , ONE (1) MODULAR CELL CABINET = 1 X 9.28 SF = 9.28 SF _ _� GALV. STEEL PIPE MAST 11/16 x1/Z SLOTTED np. 10. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A ONE (1) MOD CABINET = 1 X 5.21 SF = 5.21 SF 1/Z"0 GALV. OR S.S. U-BOLT HOLES, TYP. L3x3 DIAG. BRACE _. ......_..__.._._..............------.---...._.._...._. WEATHERPROOF SPLICING TOTAL = 35.73 SF L5x3%xj LLH x 11" LONG % " " � n HEAVY HEX & 11. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL 2'-6" 2'-0" B 1 8 1/i PAL NUTS, TYP. IN FIELD PRIOR TO CONSTRUCTION. A SECTION A-A B SECTION B-B @-aECTION C-C ALPHA POWER APPROVED BY 12. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS CABINET Cn TELCO AT EACH END. FRONT FRONT o= SCALE. 2" = 1'-0" SCALE. NONE SCALE: NONE 2'_7n FRONT PLANNING BOARD 4'-6" _..._rrrrNEW STEEL FRAMING, TYP. TOWN OF SOUTHOLD S.F.=3.88 SF S.F.=5.9 SF �14TE: p NEW GPS ANTENNA (MODEL TOP OF NEW GPS ANTENNA P1000 GALV. STEEL UNISTRUT DATE REFER TO THE TELECOMMUNICATION o GPS-TMG-HR-26NCM BY PCTEL, INC.) CHANNEL ATTACHED TO FRAMING WITH UNIPOLE DRAWINGS BY OTHERS �w ELEV. 33'-2"± AGL ALPHA ARGUS CABINET POWER TELCO CABINET - - � GALV. OR S.S. ANGLE ADAPTERS, TYP. FOR ADDITIONAL INFORMATION. = N \ (ONE (1) TOTAL) (ONE (1) TOTAL) O 0 1 O.D. SCHED. 40 �, 35.4 0 0 0- NEW ¢ g GALV. STEEL PIPE MAST i I-------) ��,/� ATTACH COAX CABLES TO UNISTRUT INC NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL (LENGTH AS REQUIRED) 8, I WITH STACKABLE SNAP-IN HANGERS ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP. 0 O VALMONT P/N 78SS-A), TYP. STEEL CENTER MOUNTING PIPE.(BY OTHERS) (2)- "0 GALV. OR S.S. MODULAR N - 9712 "' 000000 0 r n n [� n TOP OF NEW BATTERY co CABINET �`� CABINET N 000000 D tVjr E U-BOLTS 0 9 O.C. I SCREENING ENCLOSURE CABINET ao 36"± O.D. FIBERGLASS CONCEALMENT 00 (2)-lf"0 GALVANIZED OR I f ELEV. 31'-2"± AGL FRONT N FRON FRONT n MEMBER WITHIN GRIN FROM UNIPFIE ED TYPICAL ANTENNA CABLE o C T 2 9 2015 CYLINDER (BY OTHERS) 000 STAINLESS STEEL I o L28 8" 25 4 25.6 MOUNTED 0 BOLTS 0 9 O.C. Y NEW VERIZON WIRELESS PANEL ANTENNA M 7 MOUNT TO STEEL FRAMING Planning Board WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL �1 00 ,� S.F.=5.73 SF EACH S.F=9.28 SF EACH S.F.=5.21 SF EACH AT THREE (3) LOCATIONS. INSTALL ANTENNAS AS ' I o TOTAL HEIGHT OF CABINET = 69.2" TOTAL HEIGHT OF CABINET = 72" TOTAL HEIGHT OF CABINET = 73.8" HOISTING GRIP AS MANUFACTURED SCALE: 1 = l'-O"± PER THE TELECOMMUNICATION UNIPOLE BATTERY CABINET MODULAR CELL CABINET 9712 CABINET BY VALMONT/MICROFLECT OR MANUFACTURER'S INSTALLATION INSTRUCTIONS. _ TWO (2) TOTAL) (ONE (t) TOTAL) (ONE (1) TOTAL) APPROVED EQUAL. SEE BELOW OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE GALV. STEEL '/a"x6"x12" FROM THE UNIPOLE MANUFACTURER. BACKER PLATE 2" � FOR PART NUMBER. . 3/8"0 BOLT W/ CHANNEL 6 HIGH CABLE TRAY WITH NUT. DRILL 7 16"0 HOLE SOLID FLANGED COVER AND SEG��R VERIZON WIRELESS 8" SECTION OF 2" WIDE IN FLANGE. USE PLLASTIC 0000 HEAVY DUTY CLAMPS GPMMP� 3�5 �� GALV. STEEL �/a"x6"x6" x ELECTRICAL TAPE SPACERS BETWEEN GALV. 0 0 0 0 HSS4x4x3/16 HOT DIP 4 GENERAL REVISIONS 7/17/15 R PZ � 12" LONG BENT PLATE OUTSIDE FACE OF NEW EQUIPMENT CABINET DIMENSIONS STEEL AND ALUMINUM GALV. STEEL SLEEPER 0 STRAP DIPLEXERS (NOT SHOWN) TIGHT pQI'A � $ �� SCREENING ENCLOSURE 5 _ SURFACES, TYP. 5'-0" O.C. MAX. �1 y n SCALE: NONE __ _--_______ _ 3 ISSUED FOR BUILDING PERMIT 4/15/15 TO STEEL CENTER MOUNTING PIPE AND � COAXIAL CABLE �N 0 EXISTING ROOF SURFACE 2"T,�' r, 60 MIL EPDM PLACE NEAR BOTTOM OF PANEL -� N. 12.0" 7.1" CABLE SIZE: PART�: T 'I PROTECTIVE MAT ANTENNAS AND WITHIN VERIZON PLAN VIEW C� �, WIRELESS' 10' CONCEALMENT CYLINDER. 115'-0"f AGL TN 2 ISSUED FOR CONSTRUCTION 8/4/14 7/8"0 81730 TYPICAL GPS ANTENNA 1-5/8"0 81732 1 ISSUED FOR REVIEW 7/21/14 3 ANTENNA 0 R I E N TA TI 0 N PLAN MN4 M 0 U N T DETAIL INSTALL CABLE TRAY COVER CLAMPS AT EACH END OF CABLE TRAY/COVER No. ISSUE OR REVISION DATE 14' SCALE: 3/4" = 1'-0" TYPICAL HOISTING SECTION AND AT 5-0" MAX. O.C. BETWEEN (2 CLAMPS MIN. PER SECTION). 6 GRIP DETAIL 8 TYPICAL ROOF M 0 U N TE D CABLE TRAY No use, reproduction or dissemination may be made of this drawing VERIZON WIRELESS ANTENNA & CABLE SCHEDULE and the concepts set forth without the poor written consent of SCALE. NONE SCALE. NONE Structural ConsultingServices, P.C. Co i ht©2015 SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) COLOR CODING (*)CABLE LENGTH (2) COAX CABLE (3) � 165 ± y PROJECT TITLE 6" HIGH CABLE TRAY LEGEND: ALPHA SECTOR I-- SEE RF COAX N 165'± FOUR (4) 70• ^ New York SMSA PLUMBING DIAGRAM ANDREW (ALPHA SECTOR) cYi 10 12" WIDE VENTED TROUGH STRAIGHT SECTION, COOPER B-LINE CAT. #46AVT-12-144 LENGTHS CUT TO FIT Limited Partnership AZIMUTH = 70' AMPHENOL ANTENNA 700/AWSATECI EXER AND RRH SCHEMATIC 165'± LDF5-50A rn Q MECH. D.T. = CWWX063X25G00 ON SHEET S-2 FOR - ____..._._._._............_.._....._._. TN °.° 20 12" WIDE 90• HORIZONTAL BEND, COOPER B-LINE CAT. #46AVT-12-90HB24 d/b/a VERIZON WIRELESS 700/AWS/LTE: 0'* EXER ! CONTINUATIONS. 7/8 0 NOMINAL 14• SITE: MATTITUCK RELO 165 ± CABLE TRAY NOTES: 165'± a MN 1000 PIKE STREET <� 1.) THE ANTENNA CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE CABLE TRAY SYSTEM. PROVIDE ALL HARDWARE AND MATTITUCK, NY 11952 BETA SECTOR SEE RF COAX 165'± FOUR (4) o ATTACHMENTS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. ALL CABLE TRAY SYSTEM PLUMBING DIAGRAM ANDREW AZIMUTH = 222' AMPHENOL ANTENNA 700 AWS/LTE IPLEXER AND RRH SCHEMATIC 8 165'± z COMPONENTS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY SUBSTITUTE SPECIFIED CABLE TRAY WITH / z LDF5-50A �F_ 315' t PERMISSION OF THE ENGINEER. DRAWING TITLE MECH. D.T. = CWWX063X25G00 I ON SHEET S-2 FOR 7/8 0 NOMINAL GAMMA SECTOR) �n 700/AWS/LTE: 0'* CONTINUATIONS. m . 3 E DIPLEXER 3 165'± a 2.) CABLE TRAY. 6" DEEP (5" LOADING DEPTH), SERIES 46 ALUMINUM, VENTED BOTTOM TYPE AS MANUFACTURED BY B-LINE n• 165'± U` 222• SYSTEMS, INC. REFER TO THE ROOF PLAN AND CABLE TRAY LEGEND FOR CABLE TRAY LOCATIONS, WIDTHS AND REQUIRED FITTINGS. ANTENNA ORIENTATION PLAN, GAMMA SECTOR SEE RF COAX 165'± FOUR (4) 8� (BETA SECTOR) ANTENNA & CABLE SCHEDULE AZIMUTH = 315' AMPHENOL ANTENNA =1PLEX PLUMBING DIAGRAM 8 ANDREW 3.) PROVIDE 0.040 THICK SOLID FLAT FLANGED ALUMINUM CABLE TRAY COVERS, B-LINE CAT. # 807A40, LENGTHS AND WIDTHS AS 700/AWSATEAND RRH SCHEMATIC 1 165'± LDF5-50A (FRONT) (SIDE) REQUIRED TO FIT CABLE TRAY STRAIGHT SECTIONS AND FITTINGS, AND HEAVY DUTY COVER CLAMPS AS REQUIRED, B-LINE CAT. AND CABLE ROUTING DETAILS MECH. D.T. = CWWX063X25G00 ON SHEET S-2 FOR 7/8"0 NOMINAL -9 AZIMUTHS ARE MEASURED 3.2"0 #9A-W-9064. 700/AWSATE: 0'* I CONTINUATIONS. 165'± CLOCKWISE FROM TRUE NORTH ALPHA, BETA AND GAMMA SECTOR 700/AWS/LTE PANEL ANTENNAS GPS ANTENNAS 4.) PROVIDE TROUGH/LADDER DROP-OUT SECTIONS AT BEGINNING AND END OF CABLE TRAY RUNS AS NECESSARY TO PREVENT GPS 1 N/A 1 BROWN 15'± TRANSLATION OF MANUFACTURER: AMPHENOL ANTENNA MANUFACTURER: PCTEL, INC. MECHANICAL DAMAGE TO THE CABLES. PROVIDE DROP-OUT BUSHINGS WHERE SIGNAL CABLES AND/OR GROUND WIRES EXIT CABLE FOUR (4) ORIENTATION ANGLES MODEL No.: CWWX063X25G00 MODEL No.: GPS-TMG-HR-26NCM TRAY. GPS 2 N/A 2 BROWN 15'± ANDREW LEGEND: "(A/B/G)700/AWS/LTE" ON PLAN GPS (1-4) ON PLANPCTEL, IC. SEAL�,.;� i�Ft' '> SCALE PROJECT NO. GPS UNIT (4) CPS-TMG-HR-26NCM LDF4-50A (THREE (3) ANTENNAS TOTAL) (FOUR (4) GPS ANTENNAS TOTAL) 5.) PROVIDE ALL REQUIRED HARDWARE FOR MOUNTING AND SUPPORTING CABLE TRAY INCLUDING, BUT NOT LIMITED TO LAG BOLTS, ,° . : :.:�` ..�0 AS NOTED VER0798 GPS 3 N/A 3 BROWN 15 ± X"0 NOMINAL 700 = 700 ANTENNA EXPANSION ANCHORS, UNISTRUT SUPPORTS, THREADED RODS, BOLTS, WASHERS, TYWRAPS, HOISTING GRIPS, ETC. USE STAINLESS a� GPS 4 N/A 4 BROWN 15'± LTE = LTE ANTENNA STEEL HARDWARE WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. /tr f ` ' DRAWN BY DRAWING NO. NOTES: * CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. PCS = PCS ANTENNA VERIZON WIRELESS 6. PROVIDE HOT-DIP GALVANIZED STEEL SECTIONS AS INDICATED FOR SUPPORTING CABLE ON ROOF AND SECURE CABLE TRAY 0 r " � W CHECKED BY (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS WHERE REQUIRED. (*)) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON AWS = AWS ANTENNA ANTENNA ELEVA�T�O_ SECTIONS AS REQUIRED. USE PLASTIC SPACERS WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. T �`� p JHFS - 1 (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. WIRELESS RF-ENGINEER AND PROVIDE i�"0 ANTENNA JUMPERS 9 SCALE: ��" = 1'-0" (PANEL); (GPS) tP (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. OF APPROPRIATE LENGTHS AT THE EQUIPMENT AND AT THE 7.) FOR ALL CABLE TRAY RUNS ON THE ROOF, STENCIL A LABEL EVERY 20'-0" ON THE CABLE TRAY COVERS WHICH READS "DO � ��,� DATE (4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. ANTENNAS. (FUTURE CABLING NOT SHOWN FOR CLARITY.) NOT STAND - ANTENNA SIGNAL CABLES". 7/15/14 VERIZON WIRELESS RF PLUMBING DIAGRAM S STRUCTURAL ALL SECTORS — 1-5/8" HORIZONTAL UNISTRUT C CONSULTING CHANNEL NUT WITH SPRING, S SERVICES P.C. 4-Lines 1 Antenna UNISTRUT PART #P1008 � IRRH UNIT UNISTRUT RACK NOTE: 3/8" DIA FLAT WASHER (TYP) 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 DETAILS FOR NEW RRH SUPPORT RACK SHALL TEL:203.740.7578 FAX:203.775.5670 BE SIMILAR TO THOSE SHOWN IN "MDB RACK 3/8" DIA BOLT (TYP) DETAIL AT EQUIPMENT PLATFORM' ON THIS 700 )b50 -PCS JA1+'►fS SHEET. SEE "EQUIPMENT SUPPORT FRAMING M/E/P ENGINEER: PLAN" ON SHEET S-3 FOR LAYOUT DETAILS. i 1-5/8" VERTICAL UNISTRUT Nk CB BREEN ASSOCIATES, P.C. • M I 46 RIVERSIDE AVENUE TEL 203-866-1471 i PROVIDE VERTICAL UNISTRUT SECTION AT WESTPORT, CT 06880 • i EVERY OTHER LGM JOIST LOCATION • 6/tIRCUIT ENCOUNTERED ALONG LENGTH OF TROUGH. A 1 ; 6r CI 1 UIT 6• �� #2 6• 6 CIR3CUIT GALVANIZED ATTACH ISTRUT TO LGM HEX HEAD SELF—DRILLING TEK0 JOISTS° ° # # SCREWS 0 12" O.C. VERT. MAX., TYP. /10 : VERT. P1000T AT i HYBRIFLEX, POWER AND FIBER, TYP. CLIENT: EVERY OTHER JOIST i ENCOUNTERED , s 6 CIRCUIT ° , ° HORIZONTAL UNISTRUT MDB's ; SEPARATION AS REQUIRED TO • i' � V SUPPORT MDB/TROUGH AS PER HORIZ. MANUFACTURER'S SPECIFICATIONS P1000T, TYP. DIPLEiER DIPLDiER PROVIDE TWO (2) 21h" GRS 27 ° ! ° NIPPLES AND MYERS HUBS " PA PA ' " BETWEEN THE RAYCAP BOX AND � � ,r', wireless /a O GALVANIZED HEX HEAD j THE TOP OF THE TROUGH, TYP. SELF—DRILLING TEK SCREWS 0 CONTRACTOR PROVIDED AND INSTALLED 12" O.C. VERT. MAX., TYP. ° ( ° WEATHERPROOF (NEMA 3R) 10"x10"x6'-0" 4 CENTEROCK ROAD TROUGH MOUNTED ON UNISTRUT WEST NYACK, NEW YORK 10994 10"x10'x6' TROUGH • °„s.• . w,—. . .w..+. , +.r.r d rw."•. . aa... . . .ee aw. s w.s. . r � w,w . wxa... , .wraw . r.+..r • wrr t i N I N I I PLYWOOD ACE o o I I I PROVIDE 1-5/8" VERTICAL UNISTRUT (LENGTH AS REQUIRED), PART #P1000T, TYP. AT EVERY 0o I I OTHER LGM JOIST LOCATION ENCOUNTERED. r r LGM, TYP. 0 o Plywood Surface DIPLExER DIPLDIER Grating Surface Grating Surface DIP LVER DIPLUER �ac�s 7AC s8 P 1 PA 3/4" ALARM CONDUIT TO TELCO DEMARK SIDE VIEW FRONT VIEW POWER FROM 9712 CABINET NOTES: FIBER FROM 9712 CABINET 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 4.) COORDINATE EXACT EQUIPMENT SPECIFICATIONS WITH VERIZON WIRELESS. APPROVED BY AM '°° Aws Pis CDA—DB RACK DETAIL ATE UIPMENT PLATFORM PLANNING BOARD FRAME RRI- SCALE: 3/4" = 1'-0"f TOWN OF SOUTHOLD DATE aJ VERIZON WIRELESS COLOR CODING / ROOF ACCESS HATCH SAFETY RAIL NOTE; Sectar Base Calor 850 LTE-C LTE-A PCs AWS GPS Sector-1(Alpha) white .: �. ter.e Y„a. .:. Yellow erCt PROVIDE NEW FIXED SAFETY RAIL SYSTEM, Sector-2 BeCa slue t�tau ” " , ;u%,„,,;,:i> ,�" -: Yellow "BIL—GUARD HATCH RAIL SYSTEM" MODEL Sector-3 Gamma Green para cxan. >: 1 Yellaw RL—S MANUFACTURED BY THE BILCO COMPANY, NEW HAVEN, CT, OR APPROVED EQUAL INSTALL SAFETY RAIL IN ACCORDANCE WITH THE MANUFACTURER'S SEE RF COAX PLUMBING FIBERGLASS REINFORCED SPECIFICATIONS AND INSTALLATION DIAGRAM ON THIS SHEET FOR COAX CABLE CONTINUATIONS POLYMER (FRP), RECOMMENDATIONS. CONTRACTOR SHALL YELLOW, UV RESISTANT & SUBMIT THE MANUFACTURER'S STANDARD TO ANTENNA SECTOR. FIRE RETARDANT (01.91), TYP. ISUBMITTAL PRIOR TO ORDERING. SIX (6)—%"0 JUMPER CABLES TO DIPLEXERS (SEE PLUMBING DIAGRAM ON THIS SHEET. 700 AWS PCS RRH RRH RRH G G G UNISTRUT—MOUNTED RRH. COORDINATE EXACT MDB MANUFACTURER: RAYCAP MAKE AND MODEL WITH VERIZON WIRELESS. DIMENSIONS: 10.25"Dx15.73"Wx19.18"H HELIAX FIBERFEED HYBRID JUMPER CABLE WEIGHT: 21.4 LBS (SYSTEM) ASSEMBLY, 2—PAIR POWER CONDUCTORS, 5.5 LBS (MOUNT) 4—FIBER, MODEL # RFA412-4SXX—XX BY ANDREW 26.9 LBS (TOTAL) SOLUTIONS OR EQUAL. COORDINATE EXACT MAKE AND MODEL WITH VERIZON WIRELESS. 1 ISSUED FOR REVIEW 7/17/15 ANTENNA CABLE GROUND KIT Na ISSUE OR REVISION DATE GROUND WIRE CONNECTED TO NEW ANTENNA CABLE GROUND BAR No use, reproduction or dissemination may be made of this drawing G ® and the concepts set forth without the prior written consent of ® Structural Consulting Services, P.C. Co I ht©2015 ANTENNA GROUND BAR42.0 PROJECT TITLE AT EQUIPMENT PLATFORM FRONT ® ABOVE THE New York SMSA ROOF SURFACE MDB RAYCAP SIX CIRCUIT OVP MAIN ALUMINUM POST OR DECK ------------------------------------------------- \ DISTRIBUTION BOX (MDB) WITH FIBER PATCH O REAR o SUPPORTS, TYP. Limited Partnership \ PANEL AND DC BREAK, COORDINATE EXACT o !!! d/b/a VERIZON WIRELESS GROUND WIRE CONNECTED TO MAKE AND MODEL WITH VERIZON WIRELESS � SITE: MATTITUCK RELO NEW EQUIPMENT PLATFORM I 1000 PIKE STREET G GROUNDING SYSTEM, TYP. U.C.N. ��-- _ , ® MATTITUCK, NY 11952 18—PAIR SINGLE MODE FIBER 9926 BBU, POWER DISTRIBUTION PANEL \1 AND DC CABLING (BY LUCENT) STEEL CORNER BRACKET, TYP. DRAWING TITLE (FOR RRH's) & +24V/-48V DC MOUNTING BRACKET 0 (HOT DIP GALVANIZED) CONVERTER (FOR RRH's) (BY LUCENT) _m I � ATTACH TO EXISTING FRAME PER LOCATED IN NEW ENCLOSURE IF REQUIRED L` c- BBU G I, > ALL FRAMED PENETRATIONS OINS WAOTERTIGHTI °° RRH/S D B MOUNTING DETAILS I COORDINATE EQUIPMENT AND WIRING AND ROOF ACCESS HATCH WITH VERIZON WIRELESS AND LUCENT. PROVIDED FITTING FOR ALUMINUM SELF CLOSING (FRP) I r PDP G I EXTENSION OF HYBRIFLEX ® ® POST HINGE, GATE ( 1.91) SAFETY RAIL DETAILS Iio i CABLES O TYP. i\ �_+24V DC_IN_i___`- DC CONVERTER G STAINLESS ALUMINUM EXISTING ROOF ----- I , ® ® TORSION ROD EL GATE ACCESS HATCH ��\ J ��� ® ® HINGE, TYP. D v SEAL a`, rj�- NFFf.'a SCALE PROJECT NO. ------------------------------------------------------------ BOTTOM OCT 2 9 2015 C-9 '��a AS NOTED VER0798 DRAWN BY DRAWING NO. EMATIC MAIN DISTRIBUTION BOX OOF HATCH SAFETY RAIL DETAIL SoutholdTown +- ' .s �S TYPICAL ANTENNA SECTOR RRH SC Planning Board of( -r���� CHECKED BY @I SCALE: NONE 3 SCALE: NONE OR SCALE: NONETIM - 2 JHIF 8 P®.� DATE f D�ESSIO� 7/16/15 I u EXISTING ROOF HATCH (TO NEW NATURAL GAS GENERATOR WITH OUTDOOR SOUND ENCLOSURE GENERAL STRUCTURAL NOTES: S STRUCTURAL REMAIN). INSTALL NEW 80' FIXED AND VIBRATION ISOLATION SPRINGS, SEE ELECTRICAL & PLUMBING SHIPS LADDER FROM MEZZANINE 3 DRAWINGS. FOR ADDITIONAL INFORMATION. CONNECTION OF 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW YORK STATE" AND WITH THE LEVEL UP TO ROOF LEVEL. SEE S-4 GENERATOR TO SUPPORT FRAMING BY CONTRACTOR PER DETAIL ON EQUIPMENT CABINET REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE C CONSULTING ADJ. STRUCTURE SHEET S-4 FOR FURTHER DETAILS. THIS SHEET. VERIFY 3'-Y SUPPORT BEAM SPACING WITH STRINGENT SHALL APPLY. GENERATOR SUPPLIER PRIOR TO FABRICATION OF STRUCTURAL CUT CONT. WT" DE STEEL. MAXIMUM WEIGHT OF GENERATOR AND ENCLOSURE = 2,500 (SEE TPLAN FORLOCATIONS) 2.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY S SERVICES P C lbs. PROVIDE CARBON STEEL X #18 FLATTENED EXPANDED METAL MATERIAL. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. UNDERLAYMENT BENEATH GENERATOR BY MC. NICHOLS OR INSTALL NEW FIXED SAFETY RAIL SYSTEM �, 2 ® 12 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 ON HATCH PER DETAILS ON SHEET S-2. APPROVED EQUAL, TYP. ATTACH UNDERLAYMENT TO STEEL FRAMING 3.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL TEL: 203.740.7578 FAX: 203.775.5670 WITH GALV. SELF-DRILLING SCREWS OR CLIPS AS REQUIRED. IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY -- ---- ---- ---� 3'-0" WIDE ACCESS STAIRS UP TO PLATFORM, THE ENGINEER ON HOW TO PROCEED. ---- SEE "ACCESS STAIRS DETAIL" ON SHEET S-4. W12x26 M/E/P ENGINEER: MAIN GARAGE ROOF 4.) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED NEW VERIZON WIRELESS EQUIPMENT CABINET, TYP. TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE �= PROVIDE BOLT HOLES IN TOP FLANGE OF BEAMS FOR TYPICAL WT ATTACHMENT WORK THAT REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL FEES MAY BE CHARGED TO THE CB BREEN ASSOCIATES, P.C. EQUIPMENT CABINETS AS PER THE DETAIL THIS SHEET. TO W1 Z X Z 6 DETAIL CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. 2 EXISTING 20K3 OUTLINE OF RAIN CANOPY ABOVE, SEE "RAIN CANOPY SCALE: 1" = 1'-0" 5.) THE CONTRACTOR SHALL COORDINATE THE WORK SHOWN ON THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS OF THE M/E/P 46 RIVERSIDE AVENUE TEL 203-866-1471 4 __________ _ BELOW, TYP. FRAMING PLAN" ON THIS SHEET FOR DETAILS. DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL WESTPORT, CT 06880 3'-0" 9" % " DIMENSIONS. IN CASE OF CONFLICT THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ENGINEER. STAIRS 3/Z O.D. SCHED. 40 GALV. STEEL PIPE CANOPY POST, TYP. AT (5) 2" MIN. BEARING ' LOCATIONS. CUT GRATING (WHERE APPLICABLE) FLUSH AT EDGE OF 1 CANOPY POST TO ALLOW GRATING TO BEAR ON TOP OF BEAM. SEE EQUIPMENT CABINET 6.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. "RAIN CANOPY FRAMING PLAN" ON THIS SHEET FOR DETAILS. STEEL GRATING 7.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. CLIENT: �/' '- , W21x44 _ - i 1�/a"x6"x24" GALV. STEEL BEARING PLATE CENTERED �..-..- - -- - - -- - �L. J,1 , �V a � ON EXISTING 8" CMU AS PART OF PARAPET WALL, x 8.) ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S MANUAL OF STEEL I x TYP. AT TWO 2) LOCATIONS TOTAL. SEE SECTION 2FFTT ( N CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH EDITION. m 2 ON SHEET S-4 FOR FURTHER INFORMATION. L3�x2�x LLH NEW HSS4x4x�A POST DOWN I '��'�'�',' S-4 9.) ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A992 (50 KSI). ALL OTHER STRUCTURAL STEELillillillillillllll 000 TO TOP OF EXISTING W30 � X'�, �' NEW LGM FRAMED SCREENING WALL WITH BRICK-LIKE 5 8"� A325 BOLT ® 1'-6" O.C. SHAPES, PLATES, BARS, ETC. OTHER THAN STRUCTURAL STEEL TUBING SHALL MEET THE REQUIREMENTS OF ASTM A36. ALL STRUCTURAL BEAM BELOW ROOF LEVEL AND �� �` '� FACADE, TYP. AROUND PLATFORM. SEE "SCREENING / " STEEL TUBING AND PIPE (RECTANGULAR AND ROUND) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B, 42 KSI (ROUND) AND 46illillillillillllloo �� ? CENTERED OVER EXISTING Z w W12x26 +2 '� ENCLOSURE FRAMING PLAN" ON THIS SHEET. ( ) KSI (RECTANGULAR). ALL PIPE AND POSTS SHALL BE INSTALLED PLUMB. STEEL COLUMN BELOW. CONTRACTOR TO FIELD VERIFY " U VMTVZ�Nwireless LOCATION OF EXISTING I ,' j Q1 °' a' j I EXISTING ROUGH GARAGE GRATING S U P P 0 R T DETAILS 10.) ALL BOLTS SHALL BE 3/4"0 A325 TYPE N UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE HEAVY HEX WITH HEAVY HEX NUTS BUILDING COLUMN LUMN OF SR TO VIBRATION ISOLATION OE /�/ / / O N o +¢ w + I O DOORINDICATES MOMENTOPENING BELOW, TCONNECTION, TYP. AT ATE U I P M EN T CABINETS CONFORMING TO ASTM A563 AND PLAIN HARDENED WASHERS CONFORMING TO ASTM F436. ALL THREADED RODS SHALL CONFORM TO ASTM THE ( /y2� vo JZ 3 A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL U-BOLTS SHALL BE 1/2"0 MIN. AND CONFORM TO ASTM A307 OR A36. ALL 4 CENTEROCK ROAD SHOP DRAWINGS. SEE SECTION , #MSS-2E 80-2700 rs� ��� (2) LOCATIONS. SEE SHEET S-4 FOR DETAILS. SCALE: NONE U-BOLTS SHALL HAVE FOUR (4) NUTS, TWO (2) NUTS EACH END. WEST NYACK, NEW YORK 10994 1 ON SHEET S-4 FOR BY THE VMC GROUP), FURTHER DETAILS. I TYP. FOR (4). " ( ) v I PROVIDE 6 CLR. x 24 CLR. OPENING IN GRATING FOR 11.) ALL STRUCTURAL STEEL, PLATES, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION CONFORMING TO i CABLE PASSAGE THROUGH PLATFORM. FRAME ALONG THREE GENERATOR (SOUND ENCLOSURE) ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING L I I (3) SIDES OF OPENING WITH L3x3x�/� AS SHOWN. TACK WELD COMPOUND MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA., OR EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. L3x3 ANGLES TO W12 BEAMS AT ALL CONNECTIONS. GENERATOR ISOLATION SPRING (MODEL 12.) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." QUALIFY WELDING -+ L3x3x� i FIELD WELD RAIN CANOPY POST TO TOP FLANGE OF BEAM #MSS-2E 80-2700 BY THE VMC GROUP) WITH X" FILLET WELD ALL AROUND (AT THIS LOCATION ONLY). CENTERED ON BEAM. CONTRACTOR SHALL PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS AND NYS BUILDING CODE /y° I CONFIRM IN FIELD AND COORDINATE WITH REQUIREMENTS. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC (SMAW) PROCESS USING E70XX ELECTRODES. UNLESS MAIN GARAGE ROOF 12 SEE SECTION 3 ON THIS SHEET FOR BASE CONNECTION Al I GENERATOR MANUFACTURER. INSTALL OTHERWISE NOTED ON THE DRAWINGS ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1 4" 6 A L3x3x I DETAILS AT ALL OTHER RAIN CANOPY POST LOCATIONS. � ° / ° R DALPHA I SPRING PER MANUFACTURER'S WRITTEN MINIMUM. ALL WELDS SHALL BE INSPECTED BY THE ENGINEER. PROVIDE KIDDE 101b HAND ARGUS i EXISTING PILASTER BELOW ROOF _� _.. /a INSTALLATION PROCEDURE. HELD CO2 RECHARGEABLE 1 13.) ALL HOLES TO BE MADE IN THE FIELD SHALL BE DRILLED. GAS CUTTING IS NOT PERMITTED. FIRE EXTINGUISHER WITHIN I BUILD UP EXISTING PARAPET ONE (1) BRICK COURSE MIN. OUTDOOR RATED I ABOVE TOP OF NEW STEEL FOR V-4" MIN. BOTH SIDES OF , 14.) ALL SPECIALTY ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS' WRITTEN SPECIFICATIONS. ENCLOSURE WITH GLASS i _ _ _ BEAM BASE PLATE CENTERLINE, TYP. AT (2) LOCATIONS. FRONT. COORDINATE 7'-10"t (V.I.F.) 3'-2" 3'-6" 3'-4" 3'-6" V-10" 2'-6" 2'-6" z m NEW STEEL BEAM (SEE PLAN) EXACT SPECIFICATIONS m x 15.) ALL GROUT SHALL BE NON-METALLIC AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. WITH VERIZON WIRELESS. I T *-PROVIDE WT3x7.5 (11'-9" LONG EACH) RIPPED co M DOWN TO HEIGHT OF 2" WITHIN LIMITS OF BEAM AND ISOLATION SPRING rL CANOPY POST AND BEAM APPROVED BY MAIN GARAGE ROOF I EQUIPMENT CABINET INSTALLATION OVER TOP TYPICAL DETAIL A T � cDr> OF W12x26 (+WT) BEAMS. SEE DETAIL 2 ON 3" 1�-g" PLANNING BOARD z THIS SHEET FOR FURTHER INFORMATION. GENIERATOR ISOLATION SPRINGS 'T�' 3/16 TOWN OF SOUT}-IOLD -.--. � D SCALE: 1% DECK ` I I DATE l o� U'Lao � 27'-9"± (V.I.F.) n L4x4x3/8 x 51h" LONG SINGLE 2©3" = 6" - ------------- o ANGLE CONNECTION WITH i C9 ``C�: ►�wt , A C9 - FRAMING PLAN NOTES: - - - ---- (2)-3/4 A325 BOLTS EA. LEG 1.) ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. C9, 1 2.) TOP OF NEW STEEL ELEVATION SHALL BE HELD 2'-10` ABOVE EXISTING ROOF SURFACE UNLESS OTHERWISE NOTED THUS (fX") INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. SPAN OF GALV. STEEL WELDED GRATING W/ 3.) STEEL GRATING SHALL BE ALL WELDED TYPE GW AS MANUFACTURED BY McNICHOLS WITH 1%"x3/16" 1%"0/16" BEARING BARS ® 1-3/16" O.C. BEARING BARS 0 1-3/16" O.C. C9 "x3%"x6" PLATE, TYP. 4.) FASTEN GRATING TO STEEL FRAMING WITH McNICHOLS TYPE GG GALV. STEEL GRATING CLIPS OR - ------ " i i 3/4"0 A325 BOLT, TYP. APPROVED EQUAL. SPACING OF FASTENERS AS PER MANUFACTURERS RECOMMENDATION. PROVIDE TWO (2) GRAPHIC SCALE 1 GRATING CLIPS MINIMUM EACH END OF INDIVIDUAL GRATING PANELS. JOIN SIDE BARS OF ADJACENT GRATING PANELS TOGETHER WITH GALVANIZED OR STAINLESS STEEL END PANEL CLIPS ® 2'-0" O.C. 4 0 2 4 a 5.) INSTALL X" THICK SECTIONS OF GALV. STEEL DIAMOND PLATE (SIZES AS REQ'D) OVER TOP OF RAISEDlIL " GAP i L3x3x KNEE BRACE, TYP. BEAMS TO CLOSE OPEN SPACE WHERE FUTURE CABINETS ARE NOT INSTALLED. BOLT TO TOP OF BEAMS WITH r 73 0 3/8"0 GALV. OR S.S. BOLTS TO ALLOW REMOVAL. COORDINATE NUMBER AND LOCATION OF FUTURE CABINETS (IN FEET) I EA. E ND OF A OF BRACE BOLT, TYPICAL WITH VERIZON WIRELESS. TYPICAL C 9 TO C 9 CONNECTION I I EA. Eo �' 6.) CONDUITS, PIPING, ANTENNAS, ETC. WITHIN VICINITY OF STEEL SUPPORT FRAMING NOT SHOWN FOR (D-Es UDETAIL A T RAIN CAN 0 P Y „ „ �sCLARITY. COORDINATE ALL REQUIRED WORK 'WITH THAT OF OTHER TRADES. I" _ 5 SCALE: 1� = 1'-O" " I 1 'x14"CORNERA HAMBFER,TTYP. a � o" CALE. / 1 0 r� . z 11 -8 DECK GAGE No 4 GENERAL REVISIONS 7/17/15 11'-2" a s ru NOTE (DETAIL 81: lh"x10"x6%" BASE PLATE 3 ISSUED FOR BUILDING PERMIT 4/15/15 PROVIDE SHOP DRILLED HOLES ONLY AT a LOCATIONS OF INITIAL EQUIPMENT CABINETS. (2)-3/4"0 A325 BOLTS ® 7" G _C9xa3. PIN c HOLES FOR FUTURE EQUIPMENT CABINETS O.C. SPACED AT 3%" GAGE 2 ISSUED FOR CONSTRUCTION 8/4/14 OUTLINE OF EQUIPMENT -----� EQUIPMENT CABINET, TYP. SHALL NOT BE PROVIDED AT THIS TIME. I I COORDINATE LOCATION OF INITIAL AND FUTURE NEW W21x44 OR W12x26 STEEL BEAM, SEE 1 ISSUED FOR REVIEW 7/21/14 BELOW CANOPY, TYP. I I I , EQUIPMENT CABINETS WITH VERIZON WIRELESS. " " L I I EQUIPMENT SUPPORT FRAMING PLAN EDGE OF DECK, TYP. PROVIDE r� i _--- 3 NEW STEEL BEAM BELOW, TYP. 3�" O.D. SCHED. 40 PIPE WITH Na ISSUE OR REVISION DATE NEOPRENE OR EXT. GRADE I i 2._0�. WELDED CAP PLATE ON TOP PLASTIC EDGE GUARD ALL AROUND LJ �...� --- S-3 - No use, reproduction or dissemination maybe made of this drawin EDGE OF METAL DECK, TYP. i I Ea (1) I 1'-7#• EQ (1) 9 o r W 9/16"0 x 1 LONG , , 3 TYPICAL CAN 0 P Y P 0 S T S E C TI O N and the concepts set forth without the prior written consent of c z L J ---_J M � t �ti SLOTTED HOLE FOR � Structural Consulting Services, -� m 4 "0 BOLT, TYPICAL II 'I _ re S-3 SCALE: 1" = 1'-0" P.C. Co I ht©2015 � _ ----- SLOPE i "� o S-3 AT (16) LOCATIONS. , - C (5)-#12 TEK SCREWS MIN. PROJECT TITLE AT EACH STUD CONNECTION N N J v N-- i�l W QrW I N , , New York SMSA � _� DOWN i � i � � � M C i m I �I _ _ CONTINUOUS L4x3%x/a LLV -� I I+ �, „: m RUSTIC FULL SIZED BRICK-BURNT J C_ I J ^ z ORANGE WITH LIGHT GRAY GROUT `� --- I w (POSITION ANGLE AS REQUIRED Limited Partnership 11----- m INTERLOCK PANELS, TYP. ALL AROUND RUSTIC FULL SIZED BRICK-BURNT I I TO PLUMB LGM STUD.) -� I ; , I _ �I I 0 11 - I d/b/a VERIZON WIRELESS •• ' I AS ENCLOSURE FACADE. SEE TYPICAL o, I I , �- ORANGE WITH LIGHT GRAY GROUT I " , z l I -SII ZN I , 0 A325 BOLTS ® 4-0 MAX. O.C. g � SCREENING WALL CONSTRUCTION I z I INTERLOCK PANELS. FIELD CUT SITE: MATTITUCK RELO _j I I ! I ��Z " -_ - - i I WITH TAPERED WASHERS AS REQUIRED 1000 PIKE STREET �, m DETAIL ON THIS SHEET. PANELS AND ADHERE TO PLYWOOD _� W d i i IN ACCORDANCE WITH THE I I HORIZONTAL CHANNEL SEE PLAN. MATTITUCK, NY 11952 CANOPY POST BEYOND SEE PLAN. I I o MANUFACTURERS SPECIFICATIONS SLOPE %" P.T. PLYWOOD PAINTED WHITE Ld �o �� i' I AND RECOMMENDATIONS. SUBMIT I I `r �\\ DOWN �___ r ON INSIDE FACE WITH TWO 2 = I II W< II ; N'4+ 00 COLOR AND MATERIAL SAMPLES TO i I %" DRAWING TITLE L2x2x'/a KNEE BRACE, TYP. FOR (10) TOTAL. s a 0 ( ) L-� I _ ' _--- N Qm COATS OF EXTERIOR GRADE PAINT �- - L -- - VERIZON WIRELESS PRIOR TO ON INSIDE LFACE WITHOOD TWO (2)NTED ETE SPAN OF 18 GA. 1%" TYPE B GALV. STEEL ROOF DECK AS " -1I ORDERING. i i i i COATS OF EXTERIOR GRADE PAINT csx13�.4 �v..- ---�U-- 358SW12 LGM STUDS ® 16 O.C., TYP. Z j l --�-� _ j " EQUIPMENT SUPPORT MANUFACTURED BY UNITED STEEL DECK, INC. OR APPROVED EQUAL, 1-4-SLOPING)TYP. FASTEN DECK TO STEEL FRAMING WITH #12 S.S. OR GALV. rF� i m<< STEEL SELF-DRILLING TEK SCREWS ® 6" O.C. MAX. SET IN BED OF \ c° 3% O.D. RAIN CANOPY m _ 358SW12 LGM STUDS ® 16 O.C. MAX. FRAMING PLAN SECTIONS, EXTERIOR GRADE SILICONE SEALANT. FASTEN SIDE LAPS OF DECK SUPPORT POST, TYP. FOR (5). X"O A325 BOLTS ® 4'-0" O.C. MAX. DETAILS AND NOTES TOGETHER WITH #12 TEK SCREWS ® 6" O.C. MAXIMUM. SEAL SCREW A°��F� _ HEADS OVER DECK WITH EXTERIOR GRADE SILICONE SEALANT. 4'-4" NOTCH BOTTOM OF PANELING FOR W21 TO i I I CONTINUOUS L4x3%x LLH � ALPHA ED 2 1'-7' EQ 2 I 4'-8"f DECK ARGUs PASS THROUGH, TYP. AT (4) LOCATIONS. I 3�" O.D. SCHED. 40 GALV. STEEL PIPE, TYP. FOR (5) TOTAL. 1'_10• f --- --- W12+WT (3)-#12 TEK SCREWS MIN. i STEEL PLATFORM BEAM, SEE PLAN. VERIFY BOLT NOTES: CABINET MANUFACTURER.CATIONS AT EACH STUD CONNECTION SEALS ,_ F- 1. ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. wt2+wT SCALE PROJECT NO. " ---�R �-`• AS NOTED VER0798 2.) TOP OF NEW STEEL ELEVATION SHALL BE 8'-2" ABOVE TOP OF EQUIPMENT 0" (AT W21 x44 AND W12x26) 1 MIN. FASTEN PLYWOOD TO LGM en ��fi �C CABINET SUPPORT FRAMING STEEL UNLESS OTHERWISE NOTED THUS (tX") 1X" (AT W12x16) STUDS WITH 1-5/8 TYPES �� �,� DRAWN S DRAWING NO. OR BELOW TOP OF STEEL REFERENCE ELEVATION. EQUIPMENT CABINET DRYWALL SCREWS @ 12" O.C. " GS INDICATING DISTANCE ABOVE 4 TYPICAL SCREENING WALL SECTION ��'�° U) CHECKED BY G ENCLOSURE FRAMING PLAN BOLTHL i = JHF1 S 3 RAIN CANOPY FRAMING PLAN SCR ENING 8 „ " r6S / SCALE: / S-3 SCALE: 1 = 1 -0 1 DATE a ,' ® Em® y 7/15/14 NOTE: THE MANUFACTURER'S CUT SHEET (RIGHT) = ALACO L3x3 L3x3 Y4 HAS BEEN PROVIDED FOR INFORMATIONAL "N`""-- -m - -m mmm �- Company S STRUCTURAL AFTER INSTALLATION OF NEW ROOF ��. PURPOSES ONLY. CONTRACTOR SHALL °`�S'""P"--- - -- 5167"G•Streeet,Chino,CA91710-5143 ACCESS LADDER CONTRACTOR SHALL � `", "'-"- '- T"m"-� -- - Phone:888-310-7040 .rax.909-591-7565 C CONSULTING MAX. REPAIR ALL DAMAGED AREAS TO COORDINATE ALL REQUIREMENTS AND DETAILS §° n°"'re"�"° `°' ''��"'" Y4 W21 MATCH APPEARANCE OF EXISTING. WITH THE MANUFACTURER PRIOR TO ORDERING. ® fi: S SERVICES, P.C. j W21 3 4"� A325-SC MODEL 380—800 Ships Ladder MAX, L3x3 TO L3x3 — 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 (SLIP—CRITICAL) N9g: ', 14 „ TEL: 203.740.7578 FAX: 203.775.5670 W12 M - i BOLT, TYP. NEW ROOF HATCH SAFETY RAILING NOT W12 - -0--i SHOWN FOR CLARITY. SEE ROOF HATCH i EXISTING ROOF ACCESS HATCH 3/4"0 A325-SC I SAFETY RAILING DETAIL ON SHEET S-2 0 0 0 o s (SUP-CRITICAL) - �� FOR FURTHER INFORMATION. o o M/E/P ENGINEER: EXISTING ROOFING MEMBRANE AND RIGID !j Llf BOLT, TYP. P. �i 3/8" FULL-HEIGHT INSULATION, TYP. CB BREEN ASSOCIATES, P.C. 3/8 FULL-HEIGHT Wt STIFFENER B.S. OF W21 Tyn STIFFENER B.S. OF W12 TYP. �� (SKEWED AS REQUIRED) __________________ . . >, - - ------------------------------- 3 STEP WIDTH W21 TO W21 ------ 46 RIVERSIDE AVENUE TEL 203-866-1471 ------------- -- W12 TO W12 WESTPORT. CT 06880 2" ��" MAX. " MAX. EXISTING 1t%" 213" MAIL DEPTH METAL ROOF 16 W21 W21 W12 (+2") DECK, TYP. � W12 i 4 � A325—SC ------- — CLIENT: ® i 3/400 A325-SC 3 " x - / EXACT HEIGHT (SUP-CRITICAL) (SUP-CRITICAL) EXISTING DUCT ., FROM FLOOR - BOLT, TYP. , BOLT, TYP. EXISTING 20 OPEN WEB TO TOP OF �i 111,1111111110 3/8" FULL-HEIGHT JOIST, TYP. 12„ ROOF HATCH TYP. STIFFENER B.S. OF W21 TYP. 3/8" FULL-HEIGHT NEW 24" WIDE 80' LIGHTWEIGHT ALUMINUM Y4 (SKEWED AS REQUIRED) STIFFENER B.S. OF W21 ACCESS LADDER WITH HANDRAILS, MODEL BLOCK AND CHIP ONLY #380-80' AS MANUFACTURED BY ALACO ATTACH LADDER WALL MOUNT 17 BLOCK AND CHIP ONLY F.S. FLANGE OF W12 LADDER COMPANY, CHINO, CA, OR APPROVED BRACKET (MODEL #380 BY ALACO F.S. FLANGE OF W12 EQUAL. INSTALL ACCESS LADDER IN LADDER COMPANY OR APPROVED L j N.3,70 � WlreleSS W12 TO W21 W12 �-I-2»� TO W21 ACCORDANCE WITH THE MANUFACTURER'S EQUAL) TO EXISTING WOOD FRAMING SPECIFICATIONS AND INSTALLATION WITH LAG SCREWS (QUANTITY ANDT RECOMMENDATIONS. CONTRACTOR TO FIELD DIAMETER OF LAG SCREWS PER 80' VERIFY ALL EXISTING CONDITIONS AND MANUFACTURER'S 4 CENTEROCK ROAD TYPICAL BEAM TO BEAM CONNECTIONS HEIGHTS REQUIRED BY THE MANUFACTURER RECOMMENDATIONS, (2)-%"0 SCREWS WEST NYACK, NEW YORK 10994 1 SCALE: 1 = 1 -0 FOR FABRICATION AND COORDINATE ALL " REQUIREMENTS WITH THE MANUFACTURER. MIN.). PRE-DRILL APPROPRIATELY CONTRACTOR SHALL SUBMIT THE SIZED HOLES IN EXISTING WOOD 3V MANUFACTURER'S STANDARD SUBMITTAL WITH FRAMING TO PREVENT SPLITTING. 1%" ALL FIELD VERIFIED DIMENSIONS AND HEIGHTS "Y" DIMENSION 24" CPW TO THE ENGINEER FOR APPROVAL PRIOR TO _1/8" MAX., TYP. ORDERING. CONTRACTOR SHALL PROVIDE THE MANUFACTURER WITH THE EXISTING CONDITION W21 DETAIL AT THE TOP OF THE ACCESS LADDER to W12 (2)-40%4i6 x 8%" LONG BENT PLATES FOR ACCESS LADDER CONNECTION TO THE _ - - WITH (3)-3/4"0 A325-SC (SUP NEW WOOD FRAMING. SEE THE W21 TYP. MANUFACTURER'S CUT SHEET FOR THE M CRITICAL) BOLTS EACH LEG, m - - ACCESS LADDER PROVIDED ON THIS SHEET 6" 3 T @ 8" = 2'-0" M FOR INFORMATIONAL PURPOSES ONLY. i 1t MEZZANINE LEVEL TYP. Y"x8"x7%" STEEL PLATE WELDED TO WEB OF W21 (SKEW CUT AS REQUIRED), TYP. B.S. OF W21 1%"0 SCHED. 40 GALV. STEEL ATTACH LADDER TO MEZZANINE FLOOR i APPROVED BY g", 7W. TO PREVENT MOVEMENT (CONNECTION REMOVABLE RAILING EACH SIDE TYP. / DETAILS BY CONTRACTOR) L2Yx2Yx% WELDED TO C10's FOR PLANNING BOARD W12 ACROSS W21 EDGE SUPPORT OF GRATING I TOWN OF SOUTHOLD SECTION THROUGH EXISTING ROOF L4x3%x5/16 x 5'/i" LONG WITH 3 SIDES DETAIL 3 HATCH AND NEW ACCESS LADDER (2)-3/4"0 3258 OL SS ECH LEGPLAN I DATE TYPICAL MOMENT CONNECTION ( ) / SCALE: 1" = 1'-0" S-3 SCALE: 3/4" = 1'-0" STEEL PLATFORM GRATING (SEE PLAN) i 8", TYP. N TOP OF GRATING PARAPET PENETRATION NOTES: J 0 1.) CONTRACTOR SHALL WATERPROOF THE 0° 3/8" FULL-HEIGHT STIFFENER WELDED PARAPET PENETRATIONS AS REQUIRED WITH x C� - - r ---------------- N ON THREE (3) SIDES (OPPOSITE SIDE OF STIFFENER, CAP PLATE, HSS4x4 POST, BASE BITUMINOUS COATING/ROOFING CEMENT. - BEAM-TO-BEAM CONNECTION ONLY) PLATES, EXISTING W30x99 AND EXISTING STEEL COLUMN CONTRACTOR SHALL BE RESPONSIBLE FOR 1ta" -' , jo MAKING THE PENETRATIONS WATERTIGHT. TYP. Y" i+0 A325 BOLTS 7" O.C. PROVIDE STANDARD PITCH POCKET _________________ c ----------------- (2)-3/4-0 ( ) STIFFENER, BEARING PLATE, ANCHOR r � � SPACED ® W21 BEAM GAGE (3%") AS PER DETAIL ON THIS SHEET. 2.) PAINT EMBEDDED POR11ONS OF STEEL RODS AND EXISTING 8" CMU WALL L J n " " I NEW HSS4x4xt/a POST WITH TWO (2)-COATS OF BITUMINOUS PAINT. 3 4 x6% x10 CAP PLATE I (2)-C10x15.3 SPACED ® 3'-0" CLR. Z V) N / REMOVE ROOFING MEMBRANE, RIGID INSULATION " " " 1ta" ___ ALIGN END OF BEAM WITH 8� WIDE x 3-0 LONG GALV. AND METAL ROOF DECK AS REQUIRED TO ( t " " 3' � EXPOSE EXISTING OPEN WEB JOIST SEATS AND FILL BEAM POCKET SOLID WITH NEW OR REUSED BRICK. BACK EDGE OF BEARING PLATE. STEEL TREAD WITH 1� x3/16 TYP. ------ TOP OF NEW STEEL TOP FLANGE OF EXISTING W30 STEEL BEAM. WATERPROOF BOTH SIDES OF BEAM POCKET BEARING BARS, TYP. ROOF LEVEL ---- ----- 4 GENERAL REVISIONS 7/17/15 W21 REPAIR ROOFING MEMBRANE, RIGID INSULA11ON " o � COMPRESSIBLE FILLER ALL AROUND BEAM, AND METAL ROOF DECK AS REQUIRED AROUND PROVIDE SIKAFLEX 1a OR APPROVED EQUAL. ROOF PENETRATION AFTER POST INSTALLATION. NESS4x4x% GALV. CD �v 3 ISSUED FOR BUILDING PERMIT 4/15/15 STEEL SLEEPERG� " " TOP OF NEW STEEL PROVIDE P.T. 2x SILL AND SHEET METAL CAP ATOP PARAPET 1/a" CLOSURE PLATE o 2 ISSUED FOR CONSTRUCTION 8/4/14 (2)-3/4-0 A325 BOLTS ® 10 O.C. (CENTERED EXTENSION FOR 2'-8" LIMITS OF BEAM POCKET PARAPET WELDED TO C10 60 MIL EPDSLEE SHEET » n ABOUT PLATE), TYP. FIELD DRILL 1316-0 HOLES IN W21 i :;.,;• . / UNDER SLEEPER a , TYP. T&B TOP FLANGE OF EXISTING W30 BEAM FOR BOLTS. i BUILD-UP TO MATCH EXISTING (SEE PLAN) ACCESS STAIRS DETAIL Y41 ISSUED FOR REVIEW 7/21/14 i S.S. OR GALV. '• ::'n ', ' BUILD UP EXISTING BUILDING FACADE WITH NEW BRICK N t o H 1%"x8"03" LONG BASE PLATE HEAVY HEX NUT �'T „_ 4 AND GROUT TO MATCH EXISTING ONE (1)-BRICK SCALE: NONE Na ISSUE OR REVISION7-7 DATE it COURSE MINIMUM ABOVE TOP OF NEW STEEL. (2)-8"x4%"x1/a" PLATES (ON BOTH - N ' i A SIDES OF EXISTING OPEN WEB JOIST L4 No use, reproduction or dissemination may be made of this drawing A� i i �► REMOVE EXISTING P.T. 2x SILL AND SHEET METAL CAP _ P Y 9 i I SEATS) TACK WELDED TOGETHER " ` _ ATOP PARAPET FOR 4'-0" LIMITS OF BEAM and the concepts set forth without the prior written consent of :H BITUMEN Structural Consulting Services, P.C. Copyright 2015 " o POCKET/PARAPET BUILD-UP (SEE PLAN) -------- --- - r- r-� 10 POST i � -.-�-- " 2" MIN. SHEET METAL PAN PROJECT TITLE 3/8 FULL-HEIGHT STIFFENER WELDED I P EXIST. ROOF SURFACE 1 7" 1 N NEW RUBBER MEMBRANE ( ) . ' ' ON THREE 3 SIDES B.S. OF W21 BEAM FLASHING r„ _-= S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 TOP OF WHIP ANTENNAS (BY OTHERS) ELEV. 132'-6"± AGL M/E/P ENGINEER: WHIP ANTENNA OF OTHERS (SHOWN SCHEMATICALLY), TYP. CB BREEN ASSOCIATES, P.C. (PROPOSED BY OTHERS UNDER SEPARATE APPLICATION) 46 RIVERSIDE AVENUE TEL 203-866-1471 TOP OF TELECOMMUNICATION UNIPOLE (BY OTHERS) ELEV. 120.0'± AGL WESTPORT, CT 06880 ELEV. 120'-0"± AGL CENTERLINE OF VERIZON WIRELESS CONCEALMENT-CYLINDER AND PANEL ANTENNAS _ _ _ �i VERIZON WIRELESS' 10' ELEV. 115'-r±-A6L ;;I CONCEALMENT �(! CYLINDER CLIENT: I ELEV. 110.0'± AGL NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED ^t WITHIN 10' HIGH FIBERGLASS CONCEALMENT CYLINDER (ONE (1) TIER OF THREE (3) PANEL ANTENNAS ji ! o D TOTAL). REFER TO ANTENNA ORIENTATION PLAN ON ��� m r- m SHEET S-1 AND THE UNIPOLE DRAWINGS BY OTHERS < m D N FOR MOUNTING DETAILS AND ADDITIONAL INFORMATION. I"1"' :< o Z TH 92 u 0 z 0wireless n Z F3FO74� n n �Q � r - IM µ = O N FUTURE PANEL ANTENNAS (OF OTHERS) iiiii;. D I+ m "' 4 CENTEROCK ROAD MOUNTED WITHIN FIBERGLASS CONCEALMENT 11'1111 u u CYLINDER, TYP. (SHOWN SCHEMATICALLY) nr WEST NYACK. NEW YORK 10994 I MiII.. 111 1 u1u NEW VERIZON WIRELESS (12)—j"G ANTENNA CABLES j ROUTED INSIDE UNIPOLE UP TO ELEVATION OF ANTENNAS. SUPPORT ANTENNA CABLES FROM I WITHIN UNIPOLE WITH TYPICAL HOISTING GRIPS I (PER DETAIL ON SHEET S-1) AS REQUIRED. 1 I EXISTING WOODEN UNIPOLE (NOT SHOWN FOR CLARITY) TO BE REMOVED AND REPLACED WITH j NEW 120—FOOT TELECOMMUNICATION UNIPOLE 1 (BY OTHERS UNDER SEPARATE APPLICATION) I I I I 1 I APPROVED BY I PLANNING BOARD I TOWN OF SOUTHOLD I DATIfE ^—a I I I I I I I 1 I I I I 1 I NEW SCREENING ENCLOSURE WITH EQUIPMENT I CABINETS AND PLATFORM WITHIN (GENERATOR BEHIND) I I NEW GPS ANTENNA, TYP. FOR (4). PAINT GPS 1 TOP OF EXISTING CUPOLA ANTENNAS AND MOUNTS WITH RF-TRANSPARENT I NERAL REVISIONS 7/17/15 1 PAINT TO MATCH EXISTING BUILDING FACADE. ELEV. 53'-4"± AGL 6 UPDATED 6/30/15 TOP OF NEW GPS ANTENNAS j 5 ISSUED FOR BUILDING PERMIT 4/15/15 ELEV. 33'-2"± AGL I 1 REFERENCE: 4 REVISED PER COMMENTS 11/20/14 I TOP OF NEW SCREENING ENCLOSURE I ELEV. 31'-2"± AGL TOP OF EXISTING ROOF RIDGE EXISTING FEATURES SHOWN ON THIS SOUTH BUILDING ELEVATION � ELEV. 44'—l"± AGL WERE TAKEN FROM LIMITED FIELD MEASUREMENTS TAKEN ON APRIL 3 GENERAL REVISIONS 9/24/14 11 11 IT II HIT 18TH, 2013 AND FROM A DRAWING OF THE BUILDING ENTITLED 11 IT 11 LLLI-11. 111 11 11 1 "PARTIAL REAR ELEVATION & WEST SIDE ELEVATION" (SHEET A-6) TOP OF YAGI ANTENNA (BY OTHERS) PREPARED BY FRANK G. RELF, A.I.A. ARCHITECT; 520 2 ISSUED FOR CONSTRUCTION 8/4/14 BROADHOLLOW ROAD, MELVILLE, NY 11747 DATED AUGUST 28TH, ELEV. 25'-0"± AGL 1 S TOP OF EXISTING PARAPET 1995 (RELF PROJECT# 95031F) FOR ADDITIONS AND ALTERATIONI ISSUED FOR REVIEW 7/21/14 ITO THE MATTITUCK FIRE DISTRICT FACILITY ON THE PROPERTY. f AGL .... ; ELEV. 22 3 ............. .. .;. , : ...:.., :.. . _.: r 1...... a................r................:..... ..: [: —' - (........-...r.................................1............ 1 ....,...... r Na ISSUE OR REVISION DATE -- i — r i .........:........L_._...............:............................�........,........�.._.............. ............................................ I 1M T _,.�,.__ No use reproduction or dissemination may be made of this drawing 7 ..........._ 1 C.............................,._.;...f..........,...L_....,...... . . r . _.. and the concepts set forth without the prior written consent of Structural ConsultingServices, P.C. Co i ht©2015 1 1 a......,.......0............. C_............I Las ............_............ ..,................. ...... ................,........,...... ,.. 1......:.. -1 1....,..., .i............................[. PROJECT TITLE ......:........1.._..: ..... ... ..,.... .............. .... , 7 T I _- _ _ - _ T 1......... — 1 . . , 1 New York SMSA : 1 _ ...L. . ....._...... , , 7 f .. .. T....- ...,.-i.. _. 1 - , .. .......... ( : , _ _ ted Partnership 1 Limited � 000 . _- �_._._ ,_ _ _ __.__.._,___ _,_I-A _ ___'.-_ d/b/a VERIZON WIRELESS . , --- - ... ........................ ® ® ® . ® i ,..:..: SITE: MA . . .. o - o - - . . TTITUCK RELO , , : - - , i i � . . . . � . ,..:... - ; 1000 PIKE STREET EXISTING GRADE L � ,., ._.: ... ...:. ... ... .... ._. .. : _ _ 2 1 : �r _ MATTITU Y i 1 C N 1195 ELEV. 0 0 AGL .. 1 (.........:. .:... . 8'± NGw '29) \/\\/\\/\/��/\\/\\/\\/ /ii\�//\/\/ 1 I = _ , ( \/�\//� /�\/�\ / /\//\//\// /�\//\ /\//\ // // DRAWING TITLE (4)—ELECTRIC METER BANK WITH DISCONNECTS ON \\/ UNISTRUT FRAME (BY OTHERS). SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. SOUTH BUILDING ELEVATION NEW GAS PIPE ROUTED ALONG OUTSIDE FACE OF BUILDING AND PAINTED TO MATCH EXISTING BUILDING FACADE, TYP. SEE PLUMBING DRAWINGS FOR FURTHER DETAILS. FM UTH BUILDING ELEVATION _ SEAL :. SCALE PROJECT NO, :D46'LE: 1/8" = 1'-0" ��$'-- :� ;� e. AS NOTED VER0798 p ECEHE , DRAWN BY DRAWING NO. OCT 29 2015 GS r T— "` CHECKED BY Southold Town � �.'- �� Planning Board �ct� r8�� �� DATE JHF SM5 OFFS _�/ 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P•C• 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 PLUMBING SPECIFICATIONS- M/E/P ENGINEER: A. GENERAL: B. SPECIAL CONDITIONS CB BREEN ASSOCIATES, P.C. 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 1 SUBSTITUTIONS SYMBOL LIST: COMPLETE AND OPERATING SYSTEM INCLUDING ALL LABOR, MATERIALS AND EQUIPMENT NECESSARY AS INDICATED A. DUE TO THE NATURE OF THIS SYSTEM AND OTHER SIMILAR SYSTEMS IN USE BY THE OWNER, THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS SPECIFIED. ON DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUBSTITUTIONS SHALL NOT BE CONSIDERED AT THIS TIME UNLESS DIRECTED BY OWNER. PLUG VALVE W RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT. CT 06880 2. THE CONTRACTOR SHALL PERFORM ALL CUTTING, 2 SCHEDULING -III- UNION DEMOLISHING, REMOVAL, DISPOSAL, PATCHING, SEALING, RESTORATION, AND ALL ELSE REQUIRED TO COMPLETE THE A. ALL WORK WITHIN LIVE ELECTRIAL PANELS SHALL OCCUR DURING t---'--z PIPE DROP HOURS ACCEPTABLE TO THE BUILDING OWNER MECHANICAL INSTALLATION. PIPE RISE B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY SYSTEM 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE SHUT-DOWNS WITH OWNER, AND AFFECTED TENANTS. ALL SHUT-DOWNS CLIENT: CSE ALL OM TO BE PERFORMED AFTER HOURS. THERE SHALL BE NO EXTRA COST SUBMITTED BY THIS PUSH BUTTON SWITCH LOM CUUM CONTRACTOR FOR WORK PERFORMED AFTER HOURS. AFTER HOURS WORK SHALL HAVING JURISDICTION. BE INCLUDED IN THE BASE BID. 4. THIS CONTRACTOR SHALL PAY ALL FEES AND TAXES, OBTAIN C. ATTEND WEEKLY MEETING, ISSUE MINUTES OF THE MEETING WITH THE ALL PERMITS AND APPROVALS, FILE THE REQUIRED DOCUMENTS APPROPRIATE ACTION ITEMS AND DATES. AND CAUSE ALL INSPECTIONS. D. INTERFACE WITH OWNER AND ALL OF THEIR CONTRACTORS, VENDORS AND E&A FIRMS. 5. SHOP DRAWINGS OF THE FOLLOWING SHALL BE SUBMITTED E. KEEP OUR MANAGER OR SITE TECHNICIAN INFORMED OF ALL PLANNED ACTIVITIES, BEFORE THE DATE, GAS PIPING GENERAL NOTES TO THE OWNER'S PROJECT REPRESENTATIVE FOR APPROVAL PREFERABLY 5 DAYS AT THE VERY LEAST. .. WlreleSS PRIOR TO INSTALLATION: F. TWO DAYS ADVANCE NOTIFICATION OF ALL DELIVERIES TO THE SITE, SEVEN (7) DAYS ADVANCE 1. GAS PIPING HAS BEEN DESIGNED AND SHALL BE INSTALLED NOTIFICATION OF SHUT DOWNS. IN ACCORDANCE WITH THE NEW YORK STATE CONSTRUCTION CODE A. LAYOUT OF ALL EQUIPMENT. AND IN ACCORDANCE TO NFPA 54. B. DIMENSIONED AND DETAILED PIPING LAYOUT. G. ATTEND A PRE-CONSTRUCTION MEETING TO BE HELD AT THE 4 CENTEROCK ROAD C. MANUFACTURER'S SPECIFICATIONS OF ALL JOB SITE OR IN THE AREA WHERE THE INSTALLATION WILL TAKE PLACE. 2 GAS NYS PIPE ELSIZING IS GAS CODEASED ON TABLE BLEUM P40 .4 IN THE IPE WEST NYACK, NEW YORK 10994 EQUIPMENT SPECIFIED. D. DETAILED CONTROL WRING DIAGRAMS 3 WORK PREP LENGTH OF 200 FT. HAS BEEN USED FOR THIS DESIGN. 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE 6. ALL PIPE HANGERS SHALL BE ATTACHED TO THE BUILDING STRUCTURE. A. PRIOR TO THE START OF THE PROJECT, ALL WORKERS WILL BE BRIEFED ON THESE SAFETY WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS PROVIDE TRAPEZE SUPPORTS AS REQUIRED. REQUIREMENTS AND PROVIDED WITH A REVIEW OF THE METHOD OF PROCEDURE. TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE SUPPLY PIPE, A 100% SHUT-OFF GAS B. INSURE AVAILABILITY AND ACCESSIBILITY OF ON-SITE FIRE EXTINGUISHERS, SAFETY EQUIPMENT BOARDS COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE AND FIRST AID STATIONS. GALVANIZED STEEL PIPE. 7. AS-BUILT DOCUMENTS - DRAWINGS SHOWING ALL PIPING, CONTROLS AND C. ALL CONNECTIONS, TESTS MEASUREMENTS AND ADJUSTMENTS SHALL BE DIRECTLY WITNESSED BY A OWNER APPROVED PROJECT SUPERVISOR. 4. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER AT THE REQUIREMENTS OF "STANDARD PRACTICE FOR PIPE HANGERS COMPLETION OF THE WORK IN AUTOCAD 2000 FORMAT. AND SUPPORTS- MATERIALS, DESIGN AND MANUFACTURE: 4 START UP OF SYSTEMS ANSI/MSS SP-58. ALL PIPE SHALL BE SUPPORTED FROM THE 8. THE DIGGING OF HANGERS, CHOPPING, CORE DRILLING, A. PRIOR TO START-UP OF THE SYSTEMS, THE CONTRACTOR SHALL CHECK ALL BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER . WORK IN OTHER TENANT SPACES OR OCCUPIED AREAS, WORK COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL CONNECTIONS. 5. COMBUSTION AIR AND VENTILATION REQUIREMENTS SHALL BE CREATING FUMES ETC. OR WORK DEEMED BY THE OWNER TO BE A AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING PROVIDED IN ACCORDANCE TO NFPA 54- SEC 5.3 AND THE BOCA NUISANCE TO OTHER TENANTS SHALL BE DONE AFTER WORKING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL NATIONAL MECHANICAL CODE. ADJUSTMENTS AS NECESSARY. 6. GAS SUPPLY PRESSURE = 5 INCHES WATER GAUGE (0.18 PSIG). HOURS AT NO ADDITIONAL COST. B. FACTORY REP TO BE ONSITE TO COMMISSION SYSTEM. VERIFY WITH LOCAL GAS UTILITY IN THE FIELD PRIOR TO INSTALLATION. 9. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS AND 7. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED FLOORS SHALL BE FIRE STOPPED WITH 3M FIRESTOPPING 5 OPERATION AND MAINTENANCE INSTRUCTIONS LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS OR MATERIAL. PROVIDE PIPE SLEEVES FOR RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN ALL PENETRATIONS, SEALED WITH AN APPROVED FIRESTOP. A. SUBMIT TO THE ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND ABOVE CEILING LOCATIONS. OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM APPROVED �Y INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS; t3 LIMITING VICES SHAALL GAS VENTS FROM LLBETHEURE FFULPOUTL TR 10. THIS CONTRACTOR TO FURNISH A ONE YEAR GUARANTEE ON SIZE AND PLANNING BOARD REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. PARTS AND LABOR ON INSTALLATION FROM THE DATE OF OWNER SHALL BE FITTED WITH AN AGA APPROVED FITTING WITH INSECT ACCEPTANCE AND A FIVE YEAR COMPRESSOR WARRANTY WHERE CONTRACTOR AND RESTART TOLALSO OWN R'SROVIDE ADEQUATE VERBAL INSTRUCTIONS REPRESENTATIVE AT THE TERMINATION OFOF SYSTEM THE WORK. TOWN SCREEN. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. TOWN OF SOUTHOLD AVAILABLE. 9. BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR B. DOCUMENTATION/TRAINING - CONTRACTOR SHALL FURNISH A COMPLETE SET OF MANUALS 3-RING SIDES OF THE HORIZONTAL LINES AND NOT THE BOTTOM. DATE 11. CONTRACTOR TO FURNISH ALL NECESSARY CONTROLS, BINDER (3 COPIES) OF DRAWINGS AND A DETAILED DESCRIPTION OF THE OPERATION OF THE PLANT. STARTERS, PUMPS, MOTORS, PANELS AND RELAYS, ETC. FOR A THE WRITING SHALL BE IN THE FORMAT SO THAT A FIELD PERSON CAN UNDERSTAND AND RELATE TO 10. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED 6 EACH SEPARATE DEVICE, INDICATING LIGHTS, METERS, CIRCUIT BREAKERS ETC. THIS SHOULD BE A FULLY FUNCTIONING SYSTEMI. FUNCTIONAL WRITE-UP NOT AN ENGINEERING DOCUMENT. TRAINING SHALL INCLUDE A COMPLETE TOGETHER. ( \ WALK-THRU IDENTIFYING EACH AND EVERY COMPONENT, INSTRUCT ON HOW TO IDENTIFY PROPER OPERATING L.J 12. PROVIDE BAKOLITE LABELS TO IDENTIFY ALL NEW EQUIPMENT. CONDITIONS, AND PERFORM A VISUAL INSPECTION ON WHAT TO LOOK FOR TO PREVENT PROBLEMS. * TESTING: INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN DO NOT INCLUDE TROUBLESHOOTING. TRAIN THE PERSONNEL ON OPERATION OF THE FUEL SYSTEM AND ACCORDANCE TO NFPA 54 - PART 4 AND ALL LOCAL REQUIRE- THE GENERATOR UNDER VARYING CONDITIONS. MENTS. MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD 13. ALL REQUIRED SHUTDOWNS OF BASE BUILDING SYSTEMS FOR OF 2 HOURS. CONNECTION OF TENANT SYSTEMS MUST BE PRIOR APPROVED AND C. MATERIALS COORDINATED WITH THE BUILDING MANAGER. THIS CONTRACTOR SHALL ASSUME ALL FEES REQUIRED BY THE OWNER TO ARRANGE AND 1 PIPING AND ACCESSORIES SUPERVISE THE SHUTDOWNS. 14. THE CONTRACTOR SHALL VISIT THE SITES OF WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL A. GAS PIPING AND SPECIALTIES CONDITIONS AND LIMITATIONS. 15. VERIFY ALL CONDITIONS, ALL NEW DUCTWORK, PIPING AND EQUIPMENT TO BE COORDINATED WITH 1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING DUCTWORK, PIPING AND EXISTING CONDITIONS. ASHRAE GUIDE AND GENERALLY ACCEPTED INDUSTRY STANDARDS. 16. ALL EXISTING EQUIPMENT, PIPING AND CONDITIONS AS INDICATED ARE APPROXIMATE AND EXACT CONDITIONS MUST BE VERIFIED IN FIELD. 2. ALL PIPING TO BE SUPPORTED FROM THE BUILDING STRUCTURE WITH GRINNELL HANGERS. 17. ALL WORK SHALL CONFORM TO BASE BUILDING STANDARDS. 3. ALL PIPING SCHEDULED TO BE REMOVED OUTSIDE OF THE DESIGNED 18. THE CONTRACTOR TO COORDINATE WITH THE BASE BUILDING MANAGEMENT AS TO THE PREMISES IS TO BE ARRANGED FOR IN ADVANCE WITH THE LANDLORD. DELIVERY OF EQUIPMENT AND SCHEDULING OF WORK AS NOT TO INTERFERE WITH THE OPERATION TENANT CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DAMAGE AND OF THE OCCUPIED FACILITIES. ALL SHUTDOWNS OF THE EXISTING BUILDING SYSTEMS FINISHES IN OTHER TENANT SPACES AND CLEANUP. PIPING MUST BE OR WORK OUTSIDE OF THE DEMISING AREA SHALL BE STRICTLY COORDINATED WITH THE BUILDING IDENTIFIED WITH TENANT NAME AND SERVICE. THIS CAN BE VIA MANAGEMENT PRIOR TO BIDDING. PLASTIC OR ENGRAVED TAGS. 3 ISSUED FOR BUILDING PERMIT 4/15/15 19. ALL POWER AND LINE VOLTAGE WIRING TO BE DONE BY ELECTRICAL CONTRACTOR 4. ALL NEW PIPING SHALL BE LABELED AND IDENTIFIED USING PIPE MARKING BASED UPON DIAGRAMS FURNISHED BY MECHANICAL CONTRACTOR. SYSTEMS AS MANUFACTURED BY BRADY, OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF ANSI A13.1-1981 STANDARD. YELLOW BAND WITH 2 ISSUED FOR CONSTRUCTION 8/4/14 20 MATERIAL AND WORKMANSHIP BLACK MARKING ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL 5. PROVIDE 1 1/2" DIAMETER SOLID BRASS VALVE TAGS WITH 1/4" CHARACTERS. MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE TAGS SHALL BE AS MANUFACTURED BY HANSON COMPANY OR APPROVED 1 ISSUED FOR REVIEW 7/21/14 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE EQUAL AND SHALL MEET THE REQUIREMENTS OF A13.1-1981-3.4. AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED No. ISSUE OR REVISION DATE MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT 6. NEW EXTERIOR AND EXPOSED INTERIOR GAS PIPING TO BE PAINTED WITH TWO COATS SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OF OIL-BASED ENAMEL, COLOR AS DIRECTED BY OWNER. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE No use, reproduction or dissemination may be made of this drawing PERFORMANCE OF THE WORK SHALL BE FURNISHED BY THIS CONTRACTOR. 7 NATURAL GAS PIPING AND FITTINGS and the concepts set forth without the prior written consent of MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, Structural Consulting Services, P.C. CO I ht©2015 AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. A. INTERIOR GAS PIPING SHALL BE 21 INSPECTION OF SITE SCH. 40 BLACK CARBON STEEL, ASTM A53 OR 836.10 PROJECT TITLE THE CONTRACTOR SHALL PFRSONALLY INSPECT THE SITE OF THE PROPOSED WORK 1. FITTINGS: ASTM B16.3, MALLEABLE IRON, OR ASTM DURING THE BID WALK-THRU OR AS OTHERWISE ARRANGED WITH LOCAL STAFF AND A234/A234M, WROUGHT CARBON STEEL AND ALLOY STEEL New York SMSA BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE WELDING TYPE DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO2. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI 831 REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. Limited Partnership B. PLUG VALVES: WALWORTH MODEL , SS 150 d/b/a VERIZ N WIRELESS 22 CLEANING CAST IRON ,FLANGED ENDS DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE REMOVED FROM THE PREMISES DAILY TO PREVENT ACCUMULATION. THE C. EXTERIOR EXPOSED GAS PIPING SHALL BE HOT-DIPPED GALVANIZED PIPE. SITE: MATTITUCK RELO 1000 CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL INSTALL DIELECTRIC FITTINGS BETWEEN CHANGES IN MATERIALS. PIKE STREET TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A D. EXTERIOR BURIED GAS PIPING SHALL BE SCHEDULE 40, COATED PER CON FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR EDISON SPECIFICATION G-8062, AND JOINTS COATED PER SPEC G-8209. MATTITU K, NY 1952 SHALL CLEAN ALL MATERIAL- AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL PIPING SHALL BE BURIED BETWEEN 24 AND 36" WITH "WARNING-BURIED CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED GAS LINES BELOW" TAPE 12" ABOVE PIPE. BACKFILL SHALL BE IN DRAWING TITLE FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO ACCORDANCE WITH CON ED SPEC EO-1181. THEIR ORIGINAL CONDITION. ALL STEEL UNDERGROUND PIPE TO HAVE ELECTRICAL BONDING ACROSS ALL 23 DIMENSIONS AND LAYOUTS COMPRESSION COUPLINGS AND FITTINGS PER CON ED SPECIFICATIONS EO-4718 AND EO-4134. MAGNESEUM ANODES SHALL BE ATTACHED TO PLUMBING THE DRAWNGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE STEEL PIPE USING THE THERMIT WELD PROCESS PER CON EDISON THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO DRAWING EO-14134. ONE ANODE FOR EACH 100 FT OR LESS. BE INTEGRATED WITH OTHER PART'S OF THE BUILDING. FIGURED DIMENSIONS SHALL BE SPECIFICATIONS TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB GAS PIPING ENTERING THE BUILDING SHALL BE INSTALLED THROUGH WALL ffl MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SLEEVES IN ACCORDANCE WITH CON EDISON EO-16629 OR EO-4890.REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. SEAL ' €, SCALE PROJECT NO. A \ AS NOTED VER0798 DRAWN BY DRAWING NO. CBB n 9 bOCHECKED BY CBB P- 1 . 0 �® DATE eJF V6 � 7/16/14 /q r S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 MEN'S WESTPORT. CT 06880 RADIO ROOM ROOM WOMEN'S ROOM CLIENT: ------------------- F1-EC TOILE T S TORA GE P--------- E­XISTIN6 CAS METER, TYP, � �� wireless ---------- 4 CENTEROCK ROAD GENERA TDR WEST NYACK NEW YORK 10994 RL713M TRAINING ROOM0 M EXISTING CONCRETE APRON ti NEW GAS METER CONNECT NEW 2" GAS PIPING TO EXISTING MAIN AHEAD OF EXISTING METERS. CONTINUED ON GROUND FLOOR PLUMBING PLAN GAS PIPE SUPPORTED OFF ROOF ON NEGAS PIPING RUNNING ALONG NON—PENETRATING ROOF SUPPORTS t BUILDING FACE BETWEEN 1ST AND 2ND APRIZOVED BY FLOOR WINDOWS AND PAINTED TO MATCH BUILDING FACADE. PLANNING BOARD ................................................................................................................................................ TOWN OF SOU HOLD KT CONTINUED ON ROOF PLAN I' . ) DATE ) g� , Ij S 7-CIRA GE S 7_11RA GE F1 Cf -IS OFFICE Y 50 KW GAS GENERATOR WITH .............................................................. SOUND ENCLOSURE -------­........... E ND—VIB TION U .................. A ISO ftNQS J ------ ------------------- -- ----------- U N FLOOR -4 .................... GAS PIPE UP INTO BOTTOM 0 F GENET= OF GENERATOR ENCLOSURE. .......... .......... --------------------------- 4 GENERAL REVISIONS 7/17/15 ----------------- 0 — 3 ISSUED FOR BUILDING PERMIT 4t15/15 ............................_........_...i...................._.... APPARA7"US BAY ....... 2 ISSUED FOR CONSTRUCTION 8/4A4 I ISSUED FOR REVIEW 7/21/14 E X I S T0 I I N L- No. ISSUE OR REVISION DATE A I I A MA N No use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consentof 6 AR A G E IStructural Consulting Services, P.C. Copyright©2015 PROJECT TITLE R 1111 F New York SMSA ------------\J1 Limited Partnership d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO TN 1000 PIKE STREET MATTITUCK NY 11952 MN DRAWING TITLE PLUMBING GROUND FLOOR & ROOF PLANS GRAPHIC SCALE GRAPHIC SCALE 81-01 0 4'-0' 81-01 16'-0' 0 4'-0' 81-01 16'-0' r7-1 SEAL SCALE PROJECT NO. � .. . . 1AS NOT ED VER079 8 �91ROOF PLUMBING D � DRAWN BY DRAWING NO. GROUND FLOOR PLUMBING PLANsc . OCT 29 Z05 CBB sc CHECKED BY W M. LU Southold Town 11n CBB - 2 , 0 Planning Board P DATESSV °ate 7/16/14 v S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 STEEL CONDUIT PIPE CLAMP OR PIPE PIPING/CONDUITS W/ GALVANIZED CLAMPS AND FASTENERS M/E/P ENGINEER: SEE ROOF PLAN FOR QUANTITY FLOOR CLAM 3M FIRE BARRIER 4'X4" GALVANIZED TUBE SLEEPER ® 6'-0" O.C. P 25WB+ CAULK LENTH AS REQUIRED FOR QUANTITY. CB BREEN ASSOCIATES, P.C. o o D L r/' A D • p CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION.a46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT, CT 06880 4===== "X� EXISTING ROOF p CLIENT: PIPING/CONDUIT SUPPORT DETAIL p N.T.S. MINERAL WOOL PACKING CONCRETE FL❑❑ OR WALL . . .. . .. \000�.. In UL SYSTEM NUMBER F—A-1011 — B.S.A. # 469-74—SM P 1000 GALVANIZED UNISTRUT CHANNEL EXPANSION BOLT •reless ��- wj SPACED AS PER CODE REQUIREMENTS. GENERATOR: KOHLER ""'� "' " " COAT BACK WITH BITUMINUS PAINT. POWER SYSTEMS MODEL 1/4" SAMAC NALIN GALVANIZED ANCHOR 50REZGB SUPPLIED BY 4 CENTEROCK ROAD 1 OR 2 HOUR RATED —W/1" IMBEDMENT OR APPROVED EQUAL. VERIZON WIRELESS, WALL ASSEMBLY 3M FIRE BARRIER CP-25WB+MAX. 1W ANNULAR OPENING• USE GALVANIZED WASHERS IF REQUIRED. THREADED ROD INSTALLED BY WEST NYACK� NEW YORK 10994 COMPLETELY FILL SPACE BETWEEN CONTRACTOR. PIPE AND SHEETR❑CK WITH 4" BEAD AROUND PERIMETER EGRESS UNISTRUT P2000 SERIES CONTRACTOR SHALL GALVANIZED PIPE CLAMP OBTAIN FULL SPECIFICATIONS FROM VERIZON WIRELESS PRIOR TO BID. PIPE CONTRACTOR SHALL CONTACT KOHLER REPRESENTATIVES FOR START—UP SERVICES: GREVERTICAL PIPE SUPPORT DETAIL CLEVIS HANGER 698-1355. (920) N.T.S. W/ SADDLE LUBRICATED STEEL CONDUIT OR PIPE HANGING DETAIL PLUG VALVE PIPE N.T.S. NEW 50 KW APPROVED BY UL SYSTEM W—L-1001 GENERATOR �J 744 MBTU PLANNING BOARD EIREMIE DETAILS LU MAIN ROOF LEVEL TOWN OF SOUTNOID CONSULT UNDERWRITERS LABORAT❑RIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS DATE 2" GAS UP EXTERIOR WALL 7 6 5 4 3 2 I StlGCESTED BATTERY SIIGGESIED BLOCK HEATED gLAIIR f CIlARGi'LO"A .R CONDUIT'{ LOCATION BATTERY PACK LOCATION.....4CON t€!{CPTIt}AJALi (OPTIONAL) —9liGGESTE1? LOCATION FOR FUEL 1 pr INLET FLEXIBLE FIIEL LINE- CONDUIT f CONDUIT ENTRY AREA FOR GENERATOR �� ✓ i IN NPT (MALE)LE7 THIRD FLOOR LEVEL LOAD LEADS IBOTTOM ENTRY) / CIRCUIT BREAKER OPTION, RE"OTE I D CONNECTION TO TRANSFER S'41TCH � AND REMOTE ANNUNCIATOR. cl _ Q T5 3 al 601fo ALTFRNAaOR YJE C c T0'i L- <3i4fC0 AFTi3Y 1313 KC II'7±1? LI'sS3 iv ]5 " §54f5v dI'tax S69 Ku _ _ ' ; Iu4t60 »4,x, 66x i r,G 111831 LCiSI 50 4073X Sia K0 11792 L6S1 60 4014X 869 KG [1911 LESI SECOND FLOOR LEVEL 4 GENERAL REVISIONS 7/17/15 rs I a.� X05 r.._���:��I ��, CONNECT TO EXISTING "Jf EXTERIOR GAS SERVICE 3 ISSUED FOR BUILDING PERMIT 4/15/15 � - C 96 111 [37.61 �i': 319 1112 6 d�;;x,, RaE?g,,a:a��x_._ . PIPING z"21110-71 4PIOX,d<u10A•$ aK,4:;a 2» ,,d��;t,,AP7C�k �1—`--+�`J Z ISSUED FOR CONSTRUCTION 8/4/14 4117 19.$7 4u14 o10l,AI'At,dGBX ® �I ` dg RADIATOR OPL0-wd 98 F'17 1 ISSUED FOR REVIEW 7/21/14 FACE or _ CONTROLLER .........................................._......_.... Na ISSUE OR REVISION DATE If No use, reproduction or dissemination may be made of this drawing EXIST. NEW NEW 2" WALWORTH and the concepts set forth without the prior written consent of ••• J � NATIONAL NATIONAL PLUG VALVE Structural ConsultingServices, P.C. Co i ht©2015 DELIVERY GAS SERVICE 4 `� � PRESSURE 7" W.C. GRID GRID *•• w '= (0.25 PSIG) METER METER PROJECT TITLE .p FUEL INLC"T - �, .f., J(NAT. GASLOR New York SMSA • . '.. I� LF. CCA$) PROVIDE SIGNAGE TO Limited Partnership INDICATE GAS SHUT—OFF VALVE FOR d/b/a VERIZON WIRELESS v •" . o1 10 NOT S IBC CFRTIFICA.TIDN 15 AILIcAaI.E ROOFTOP GENERATOR. SITE: MATTITUCK RELO Ati3,C11 ti i,_ oR RiO!JIRID Ss:: 5EISMC ACV T'E)IT -4 X Of1—) [4.691 ;��; �,v �I INSTALLATION INSTRUCTIONS, 1000 PIKE STREET - °"'iT ING "OLES 7 I7 91 1 IMATTITUCK, NY 11952 30:i (0.03 ► 5s CI3.9z fl T"0.51 2. D1<11510145Di �JS1411S II°t 115 A?i: Ef+wLISH r FUEL INLE1 e a i?.C! STANDARD E0111VALEWS, 3: CI 3i 0 3. - ASTERiS; rttf;c ES GROUND LEVEL v FUEL NLE Abd C3d.A3 SnIG '!t 1015 039.61 4!� 1445 141 11 dI9f3A I� 0 I$D.91 �1 DRAWING TITLE A 10.6 [4 51 4P8Y +t E7 �34.131 A 1088 [42.9] dP I OX aEs f4TE 04 C�'PSIfC P�S.3CE f 37 h0 rCc a€t.s,�t;[vtt N4 wucaa.,"asE ercc:,,gyp. GAS PIPING SCHEMATIC CEN[ER OF VALANCE q ,N,ilarxr :�t;1/ ..'Ali" KOHLER CO ET � 6-_ o.ia for r,RB€r,s rasa; et ,„�,,, „„�a,,5 b:. e�.r.. .4 :,�a, f.:.x CONTRACTOR SHALL OBTAIN ALL {t 3'6'117 lLYt L-�Ht U�'4'A€t (i,.t Jk),;�) Sb'ATi B 'a t W [Mti TRitt M}tR P€'b"ka AS (;/Ypiy to r.$t Ct!i0. 2760 H F i _.q.............................._ ....._._..._ it, ... ara ra.o.Con%. r.su wb er sc cxcc 4xcsax ty UTILITY FOR N, S S 3 11111-?k da87/4v6x Wt iUN1 abt ED fC,faas35! _,_ 5Rs ea«tr4.z ,1111 eoxmr^TsGa e{. <a::ei=ec .^.• A.x x:at Ts a NO SCALE APPROVALS FROM GAS C, i•as ;) 1A s: €M €a Cf€ti R4 3f 8AE 0.WCE, CC.,6 i4t l AFtF _. ^f I'mo C :zrt4ttCr tC ACSC p:i4 .............._.. _ `� 54 IAonf., 4P°X, 4P78X, 407PX, 401CX aoatt, rc ®C 411&).dGAA 4^fEp ih 1N. Zd� Ii.4Sia; ar.. ( .kt 1 i r+ N oni tlrtiir.__._. SERVICE MODIFICATIONS. RISER 64 MODEL 4P713X,407t1X, dPfuX, 4O147t tG27 #5`E:YffihSiY15IlC`.50)667 xv; ,>ooa�+Gs axrr 5016t7eGM_ _____ RECCINIIECTA3LE d 6COY A.LT[RNATLIR o oa ah to tt r, zr sxg8t asnfe 114 oiw tzP fd tr is szr,�a Ra :'�T_..N to is tc�, , e_t£I,,,; 4 .'11 •t t 5,0 S 5.P LITER GM 2049 Efd!55 f oa5 =a; 4CI SHE ? fCT$30?3a SaF <.,a� y;Ip jg.CO,.,R',—_ D DETAILS ",1F I6C4IU ADV-7908 D 8 7 5 5 4 3 2 I 1iSEAL I�y w SCALE PROJECT NO. 0 C T 29 2015 < AS NOTED VER0798 DRAWN BY DRAWING NO. L! Soutl7Jold Town Planning Board r- A � `: CBB C'Ir„fir CHECKED BY rn 3,. CBB P 3 . 0 DATE ESS+ 7/16/14 S STRUCTURAL I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR C C®NSULTING (VISION 16 — ELECTR AL NO S: INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC 17 — CONDUIT TABLE 250-95. NOTE: S SERVICES, P.C. J_— GENERAL REQUIREMENTS ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL THIS GENERATOR IS NOT FOR LIFE SAFETY ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. OR LIFE SUPPORT PURPOSES. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V LOADS FOR THIS GENERATOR TEL: 03.740.7578 FAX: 203.775.5670 ARE COMPRISED OF DATACENTER UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CIRCUITS SHALL BE AS FOLLOWED: REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL EQUIPMENT, DATACENTER COOLING, SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE AND DATACENTER LIGHTING. SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN M/E/P ENGINEER: INSULATED GROUND WIRE. 0-50 #12 #12- 2 — INSPECTION OF SITE 51-100 #10 #12 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND 101-150 #8 #10 BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE 18 — CONDUIT INSTALLATION CB BREEN ASSOCIATES, P.C.P. DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. 22 — JUNCTION BOXES. PULL BOXES REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER 3 — MATERIAL AND WORKMANSHIP ALL CONDUIT RUNS ARE PARALLEL IN SPACE. NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING 46 RIVERSIDE AVENUE TEL 203-866-1471 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL WESTPORT, CT 06880 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 — OUTLET BOXES RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED CLIENT: PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. LOCATED IN GRANULAR FILL BELOW SLABS—ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES 1p DUPLEX OUTLET AND PROUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE GROUND FAULT CIRCUIT INTERRUPT OUTLET SHALL O CONNECTICUT EATH ED. AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. 'VGA 4 — COORDINATION CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL JUNCTION BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING �T THERMAL OVERLOAD SWITCH TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. 24 — EQUIPMENT IDENTIFICATION \0000 PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION $ MECHANICAL TIMER LIGHT SWITCH ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC., INCLUDING SWITCHES IN INTERMATIC MODEL FF60 MHC MECHANICAL TIMER, UO Aawireless EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: PROM MAX, WITH HOLD FEATURE.. OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND PROVIDE HUBBELL POLYCARBONATE WEATHERPROOF TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN COVER #WP26MP. THE CONTRACTOR SHALL PROVIDE MATERIALS SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY MANNER ANTICIPATED IN THE DESIGN. CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE IDENTIFY EACH ITEM AND WHAT IT CONTROLS. ROAD WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS 4 CENTER K ACTUALLY INSTALLED. SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 — ELECTRICAL SERVICE M ELECTRICAL MOTOR WEST NYACK NEW YORK 10994 5 — DIMENSIONS AND LAYOUTS CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT L� FUSED DISCONNECT SWITCH 26 — GROUNDING THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY 1:2 NON—FUSED DISCONNECT SWITCH TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB FROM SUSPENDED CEILING COMPONENTS. MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLA11ON AND ALL CONDUIT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. Ems_ ELECTRICAL PANEL (RECESSED MT'D) INSPECTION. INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 — DISCONNECT SWITCHES REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR \ HOME RUN TO PANEL 6 — ORDINANCES AND CODES SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL GENERAL ELECTRIC FUSED OR NON—FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING 2/4 PANEL CIRCUIT DESIGNATION 71# LOCAL CONS7RUC7TON CO= NA'T10NAL EIECiRIC GORE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X ATLITE MODEL CB6, 120V AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER EM NEW YORK CITY APPROVED ROUGHING—IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT 28 — NEW El ECTRIC SERVICE 7 — SUBSTITUTIONS ADDITIONAL COST TO THE OWNER 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND CHAIN—SUSPENDED FLUORESCENT THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE APPROVED IBY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH LIGHT FIXTURE — LITHONIA INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER ALIGNED AND INSTALLED TRUE AND PLUMB. THE ELECTRIC SERVICE MODIFICATIONS. MODEL HL-2-32-120 2.) N011FY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF MANUFACTURERS FOR SIMILAR USE, PROVIDED THE"DIFFERENCE IN COST„ IF ANY, IS " I. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF SPECIFIED IN EACH CASE. THE TERMS 'APPROVED", APPROVED EQUAL", OR EQUAL THROUGH EXPANSION JOINTS. THE DURATIION OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE -�- ROOFTOP CANOPY FIXTURE APPROVED BY SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. PERFORMED DURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. STONCO GSC35NLXL-1 J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE 120V/50W HPS, VANDAL PROOF PLANNING BOARD 8 — SHOP DRAWINGS CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. ADVISORY BOARD OF THE CITY OF NEW YORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED TOWN OF SOUTHOLD SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE FEES. MC DOOR ALARM CONTACTS CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY SMOKE DETECTOR DATE y COMPATIBLE ANDSUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE L. THRU—WIRING OF LIGHT FIXTURES IS NOT PERMITTED. SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK POST LIGHT: LITHONIA OFLR 6LC 120 P BZ SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. 2—HEAD LED FLOOD LIGHT CONTRACTOR FROM RESPONS161LITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF �— — MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR N. ALL EXTERIOR EXPOSED CONDUIT SHALL BE ROB ROY COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. SCHEDULE 40 PVC COATED STEEL CONDUIT. 9 — ADJUSTING, N ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND 19 — BUSHINGS AND LOCKNUTS TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER PROPER ROTATION. THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN—CUT THREADS. WHERE THIN—WALL 10 — OPERATION AND MAINIENANCE INSTRUCTIONS CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM MOISTURE. INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, 20 — WIRE REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND 11 — START UP OF SYSTEMS SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY PRIOR TO START—UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. ACCOMPLISHED SPECIFIED FUNCTION. 3 ISSUED FOR BUILDING PERMIT 4/15 5 BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH 2 ISSUED FOR CONSTRUCTION 8/4/14 CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED—OUT LAMPS. AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 21 — WIRING INSTALLATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. 1 ISSUED FOR REVIEW 7/21/14 ADJUSTMENTS AS NECESSARY. B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY 12 — GUARANTEE CODE BY INSTALLING CABLE SUPPORTERS OR PLUG—TYPE CONDUIT RISER N0. ISSUE OR REVISION DATE GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE SUPPORTS. YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR No use, reproduction or dissemination may be made of this drawing SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE and the concepts set forth P.0. Co a prior written consent o 13 — INSPECTIONS MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND Structural Consulting Servicess, P.0I ht©2015 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. ALL ELECTRICAL INSPECTIONS. PROJECT L 14 — CLEANING D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC New York SMSA REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE Limited Partnership TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A MANUFACTURER'S RECOMMENDED TOOLS. d/b/a VERIZON WIRELESS FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR HERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED SITE: MATTITU K REL SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL E. W CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE 1000 PIKE STREET THER ORIGINAL CONDITION. BOX. MATTITU K, NY I1952 15 CUTTING AND PATCHING. F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, DRAWING TITLE REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE REQUIRED BY CLASS AND SHAORK UNDER RLL MATCH TTHI SECTION. ECT( ALL PATCHING SHALU BE THOROUGHLY FIRST DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN THEIR ENTIRETY. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X—RAY. ELECTRICAL G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED SPECIFICATIONS 16 — ROUGH—IN INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL ELECTRICAL TAPE OF TIME APPROPRIATE COLOR AROUND EACH CABLE AT ALL CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE TERMINATION POINTS, JUNCTION AND PULL BOXES. OTHERWISE SHOWN. H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK—ON MARKERS OR SEAL SCALE PROJECT NO. EQUIVALENT. DEto:; ro 0 �� AS NOTED VER0798 OCT �rRE" F DRAWN BY DRAWING NO. 2 2015 _I CBB (- w f CHECKED BY Southold Town ` �"_. E- 1 , 0 Planning Eoard CBB T � � DATE 7/16/14 (;'� r., S STRUCTURAL C CONSULTING (_ MAIN S SERVICES, P.C. R 0 11 F 67 FEDERAL ROAD,SUITE A8,BROOlUIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 WESTPORT, CT 06880 CLIENT: ............... ____________ _ _.__.______________________.._._________ r LroNwireless ................. ...................... 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE /,q/,5jW f GROUND CONDUIT DOWN TO GROUND ROD AND PAINTED TO MATCH BUILDING FACADE POWER CONDUIT DOWN TELCO AND POWER CONDUIT TO METER BANK AND PAINTED TO MATCH ALONG FACE OF RETAINING WALL e MESA Bi III DINO FA%^IJA LIPA 'TRANSFORMER F (BY OTHERS) 0 t PP-1 NEW METER BANK SWITCH FOR EXTERIOR CANOPY (BY OTHERS) 00 0 LIGHTING FIXTURES AND 2ND \2 TELCO MESA CABINET WP GFI RECEPTACLE. NQ ANTENNA COAXIAL CABLE AND GROUND WITH VZW POWER OUTLETS n 4 TO BE SUPPORTED OFF ROOF IN NON—PENETRATING CABLE TRAY (TYP). .................... 4 GENERAL REVISIONS 7/17/15 MAIN ROOF GROUND BAR UNDER PLATFORM 3 ISSUED FOR BUILDING PERMIT 4/15/15 ..................... T .......... A ............. N Pf C ...................................... ....._...I! Nom''` .&,.t 4............ POWER AND CONTROL 2 ISSUED FOR CONSTRUCTION 8/4/14 CONDUIT UP INTO GENERATOR 7/21/14 I ISSUED FOR REVIEW 50 KW GENERATOR WITH kb SOUND ENCLOSURE AND T—NEW CANOPY FIXTURE No. ISSUE OR REVISION DATE XPO R AND �_T (TYPICAL, 4 PLACES) CONDUr r VIBRATION ISOLATION SPRINGS TELCO No use, reproduction or dissemination may be made of this drawing CABINET CONDUITS AND GROUND TO BE PP-1 SUPPORTED OFF ROOF UNDER and the concepts set forth without the prior written consent of FPLATFORM STEEL Structural Consulting Services, P.C. Copyright(D 2015 ALPHA ARGUS T 10:1 0 1 PROJECT TITLE NEW EQUIPMENT New York SMSA PLATFORM Limited Partnership d/b/a VERIZON WIRELESS EXIS I— ! N G- 0 SITE: MATTITUCK RELO 1000 PIKE STREET MAIN MATTITLICK, NY 11952 GARAGE DRAWING TITLE 0 R [I [I F ELECTRICAL PLAN C D SEAL SCALE PROJECT NO. Ln AS NOTED VER0798 V, GRAPHIC SCALE DRAWN BY DRAWING NO. 0 C T 2 2 015 CBB 0 4'-0' 81-01 16'-0' FF li �HECKED BY ELECTRICAL PLAN �a clllllll� , Sout 01J Town vv% SCALE: 1/8" V-0" CBB F7,71Planning Board 0 E- 2 , 0 DATE 7/16/14 _j S STRUCTURAL PANEL PP1 MOUNTING SURFACE TRANSTECTOR NOTE: GENERR: KOHLER POWER ASOSTEM MODEL TRANSFER SWITCH: C CONSULTING VOLTAGE 120/208V,30 MAIN C/B 200A AC/TELCO CABINETS RATING 200A. MLO / / THE MANUAL TRANSFER 50REZGB 208V 3� 4W SUPPLIED BY INSTALLED ASCO MODEL NUMBER S SERVICES P.C. SWITCH IS A BREAK BEFORE WIRELESS, INSTALLED 300L4-3-200-C-1-73V63-11BG-1 � MAKE DEVICE. BY CONTRACTOR. CIRCUIT SIZE CIR. DESCRIPTION AMPS AMPS DESCRIPTION CIR CIRCUIT SIZE CONTRACTOR SHALL VZW CELL TECHNICIAN WILL TERMINATE ALL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 NO. POLE POLE NO. CONTRACTOR SHALL CONFIRM FULL ALARMS WITHIN THE PRIMARY MOD CABINET. TEL:203.740.7578 FAX: 203.775.5670 12G, 3 4"C OBTAIN FULL SPECIFICATIONS WITH THIS CONTRACTOR TO PULL CONDUCTORS. (2) #2, #6N, #6G, 2 C 1 MOD CELL 4.0 OOA 20A PRIM. MOD RECEPT 2 (2) #12, # / » NOTE SPECIFICATIONS FROM VERIZON WIRELESS 3 CIRCUIT 1 I 30A ALPHA ARGUS UPS 4 (2) #10, #1 OG, 3/4-C VERIZON WIRELESS PRIOR TO BID. M/E/P ENGINEER: (2) #8, #8G, 1"C 5 9712 CABINET 80A 15A SPARE 6 THE GENERATOR WILL ONLY PRIOR TO BID. CONNECTIONS TO PRIMARY CELL MOD CABINET POWER TELECOM EQUPT., ARE TO BE THROUGH CABINET REAR WITH 7 CIRCUIT 1 ( 15A SPARE 8 AND IS NOT FOR LIFE 36" LIQUID-TIGHT STEEL FLEXIBLE CONDUIT. SAFETY USE. IT IS NOT AN CB BREEN ASSOCIATES, P.C. 9 SPA 50A 15A SPARE 10 EMERGENCY GENERATOR. 11 I 15A SPARE 12 ## 13 SPA 50A 20A SPARE 14 1 PAIR- GEN 16: GEN NET STET CONTROLL (2)#8, #8G, 1"C 46 RIVERSIDE AVENUE TEL 203-866-1471 15 I 20A SPARE 16 3 PAIR FOR GEN SET ALARMS WEST!'ORT, CT 06880 1 PAIR SPARE CONDUCTORS, 1"C 17 SPA 50A 20A SPARE 18 ALARM 9712 PRIMARY PP-1 TELCO TERMINAL CABINET CELL MOD CABINET 19 I - SPACE 20 E 2200A BLOCK 4-2, #6N, #6G, 2"C (2) #12, #12G, 3/4"C 21 LIGHTING & RECEPT. 20A - 22 4 #2/0, #6G, 2"C ( M (TYPICAL EACH CABINET) CLIENT: (2) #12, #12G, 3/4"Cr27 GEN SET RECEPT. 20A - 24 � N 5 PAIR 16 GA CONDUCTORS " _ TWO (2) 20A CIRCUITS 50 KW --, FOR ATS AND GEN SET ALARMS (2) #12, #12G, 3/4 C GEN SET RECEPT. 20A 26 GENERATOR TO GEN SET ENE ATOR 17 B ALPHA 20 (PRIMARY MOD CELL CABINET) SPACE - - 28 RECEPTS. FOR HEATER AND (, ARGUS + (2) 25PR SHIELDED 22 GA, 2"C CHARGER - 3/4"C UPS I1 VSS o GFI (TYPICAL EACH CABINET) 10,1111 29 - - 30 ( J r - - 32 STEEL PLATFORM - - 34 - - 36 P7(210/0-.- wireless - - TVSS 38 2 1/2" SERVICE FEEDER 2-#12, #12G, 3/4"C 2-#12, #12G, 3/4"C ROOF LEVEL TO TELCO BACKBOARD TO TELCO BOX OUTLET 3/4 CONDUIT WITH DRAGLINE - - 40 FOR CELL ALARMS 42 4 CENTEROCK ROAD 1" CONDUIT WITH (1) 12-STRAND SINGLE-MODE FIBER WEST NYACK NEW YORK 10994 TO TELCO MESA SPAN CABINET 1. THESE DRAWINGS INDICATE USE OF THE POWERHOUSE 24 POWER CABINET. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. 3RD FLOOR LEVEL METER MODULE NEMA L5-15R TWIST LOCK RECEPTACLES 2ddA. - M APPROVED BY 200A. M�SPAN M NEW VERIZON WIRELESS PLANNING BOARD CABINETSERVICE FEED 2ooA. M ' 4-#4/0, #6G, 2 1/2"C TOWN OF SOUTHOl.D DATE GROUND LEVEL ____ NEW LIPA APPROVED METER IN EXISTING PAN POWERZCOMMUNICATION RISER DIAGRAM NO SCALE NEW SIPP FIBER OPTIC PATCH PANEL AND ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ADAPTOR SUPPLIED AND INSTALLED BY THIS CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO 7705 ROUTER IN PIPE CLAMP - 200A MAIN POWER EQUIPMENT RACK SUPPLIED AND INSTALLED BY THIS CONTRACTOR. PROVIDE PIPING/CONDUITS BREAKER. TERMINATIONS FOR MULTI-MODE FIBER CABLE. SEE ROOF PLAN FOR QUANTITY INTRUSION ALARM 4'X4" PVC SLEEPER 0 6'-0" O.C. CONTACT LENTH AS REQUIRED FOR QUANTITY. 4 GENERAL REVISIONS 7/17/15 O 120V AC POWERED CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 ® FLUORESCENT LAMP TEMPERATURE CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. FUSED PRIMARY AND REGULATION COOLING 2 ISSUED FOR CONSTRUCTION 8/4/14 SECONDARY INDICATOR SIPP � LAMPS MULTI POSITION PANEL ° FAN WITH SNAP DISK THERMAL CUTOFF 15 AMP GFI EXISTING ROOF 1 ISSUED FOR REVIEW 7/21/14 o TERMINAL BLOCK FOR No. ISSUE OR REVISION DATE ® FUSED CONTACTS REMOTE INDICATION FOR PURPOSES PIPING/CONDUIT SUPPORT DETAIL POWER FAILURE N.T.S. No use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of INDICATOR AC TO TELCO CABINET KRONE BLOCK P/N Structural Consulting Services, P.C. Co I ht cp2015 • GROUND LEAD 6639-1-050-33 42 POSITION LOAD MULTIPOINT PROJECT TITLE GROUND BAR El El El El New York SMSA CENTER TELCO T-1 PROTECTION ❑ ❑ ❑ ❑ ❑ Limited Partnership PRIMARY AND BACKUP El 0 El Dj d/b/a VERIZON WIRELESS SUPPRESSORSP 1000 GALVANIZED UNISTRUT CHANNEL SITE: MATTITUCK RELO ............ HEAVY DUTY GROUND SPACED AS PER CODE REQUIREMENTS. 1000 PIKE STREET COAT BACK WITH BITUMINUS PAINT. EASY ACCESS MOUNTING BAR 1/4" SAMAC NALIN GALVANIZED ANCHOR MATTITUCK, NY 11952 PANEL W/1" IMBEDMENT OR APPROVED EQUAL. POWER TELCO BOARD USE GALVANIZED WASHERS IF REQUIRED. DRAWING TITLE IN CABINET 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION UNISTRUT P2000 SERIES PIPE CLAMP ELECTRICAL RISER, CABINET. PANEL SCHEDULE 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL AND PHONE BOARD #TTOR-200-20423P-NGUB20807. 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. VERTICAL CONDUIT SUPPORT DETAIL D SEAL r f­.�y f'4I ` SCALE PROJECT NO. N.T.S. �� y A d AS NOTED VER0798 OCT 2 2015 tij �e `` DRAWN BY DRAWING NO. POWER AND TELCO CABINETS '`° cBB Southold Town ( - CHECKED BY FX" W V NO SCALE Planning Board � u' CBB E- 3 . 0 �!3 Q t. .' �� DATE 7/16/14 S STRUCTURAL C CONSULTING TERMINATE CONDUIT 6" S SERVICES, P.C. ABOVE TOP OR 6" BELOW 2 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 GROUNDING NOTES BOTTOM OF BUSBAR. 3/8 DIA. TEL:203.740.7578 FAX: 203.775.5670 PROVIDE AND INSTALL GROUNDING BUSHING 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG FOR ALL METALLIC M/E/P ENGINEER: AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. CONDUIT TERMINATIONS. SIMILAR TO 3 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD T&B 3950 CB BREEN ASSOCIATES, P.C. CONNECT GROUND WIRES TO GROUND WIRE 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. BUS BAR WITH BURNDY LONG BARREL .� 4" TWO HOLE TERMINAL LUGS. (TYP.) 0 m 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS MOUNT AT 2" SPACING. PROVIDE I " CONNECT GROUND WIRES TO 4�� IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR QUANTITY AS REQUIRED TO CONNECT I' 20 BUSBAR WITH BURNDY LONG BARREL 0 0 WESTPORT, CT 06880 CLAMPS.INCLUDING BAR JOIST WEBS. ALL GROUND CONNECTIONS CALLED TWO HOLE TERMINAL LUGS. (TYP.) 0 0 FOR ON DRAWINGS OR IN SPECS. MOUNT AT 2 SPACING. PROVIDE 0 3 04" 0 0 m 5. ALL EXTERIOR COPPER WIRE SHALL BE TINNED (TYP.) ALL EXTERIOR GROUND BARS SHALL BE QUANTITY AS REQUIRED TO CONNECT r SHALL BE GALVANIZED STEEL. 4" ALL GROUND CONNECTIONS CALLED 7/16"DIA. 0 0 0 0 FOR ON DRAWINGS OR IN SPECS. 01» 0 5 CLIENT: 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. O 0 ® 0 O O O O O m m ° � � 2011 4 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED 0 0 0 0 TO ACCEPT A N0.2/0 AWG MAIN & A N0.6 AWG BRANCH. ool 8. ALL GROUNDING CABLE GUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC PROVIDE #2/0 INSULATED COPPER GROUND 0 �4��X4��X2O" (GALVANIZED STEEL) CONDUCTOR TO MAIN BUILDING ELEC ICAL m INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. SERVICE. GROUND FOR OTHER LOCATIONS USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. PROVIDE #2/0 INSULATED COPPER \000�. GR I CONDUCTOR TO GROUND BAR IN MAIN BLDG 1/4" wireless 9. ALL CADWELD ON LUG CONNECTIONS ON ROOF ELECTRICAL ROOM. GROUND SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. BOND METAL CONDUIT TO BUS BA WIR 4 CENTEROCK ROAD 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN USE PVC CONDUIT UNLESS REQUIRED ITEM NO. REQ. DESCRIPTION NEWTON # INSULATION (BARE CONDUCTORS NOT ALLOWED), RUNS AS STRAIGHT AS POSSIBLE OTHERWISE BY APPLICABLE CODES. WEST NYA K, NEW YORK 10994 (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12 RADIUS, MINIMUM) DO NOT SPLICE. WHERE METAL CONDUIT IS USE O 1 GROUND BAR 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS GROUND AS SHOWN. 2U 2 WALL MTC. BRKT.(OR FLOOR) A-6056 CONDUIT. O 2 INSULATORS 3061-4 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. O 4 5/8"-11 X 1 H.H.C.S. 3012-1 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. GROUND BAR SCO N NONE E C TI 0 N DETAIL Q 4 5/8" LOCK WASHER 3015-8 CALE:14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. I 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY- WIRE-SIZE URNDY:WIRESIZE CATALOG NUMBER 6 AWG YA6C-2LN i i 2 AWG YA2C-2LN 1 ) AWG YA25L-2TC38 MAIN ROOF GROUND BARS APPROVED BY 4 0 AWG YA28L-2TC38 750 MCM YA25L-TC38 NOT TO SCALE PLANNING HOARD 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN EXTERIOR GROUND BAR TO BE GALVANIZED STEEL TOWN OF SOUTHOLD ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN DATE J v1 bj1���) J`,/ FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE �U it / '� _ IFEEDER OR BRANCH CIRCUIT S GREATER THAN 5 OHMS. CONDUIT ( 3/4" CONDUIT OR SMALLER DOES NOT REQUIRE 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE BONDING) TYPICAL CLEANED AND AN ANTIOXIDANT SHALL BE APPLIED AT THE MATING SURFACES. #2/0 GROUND WIRE 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG GROUND BUSHING INSULATED THROAT---/ PACONDUIT CLAM HY-PRESS U.O.N. WITH LAY-IN LUG BACKBOX RD KBOX 1" CONDUIT (TYPICAL) ® -CONDUIT HUB SIMILAR 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE TO T&B #3950. LONG-BARREL HY-PRESS LUGS. EQUIPMENT GROUND GROUND BUS WITH FEEDER OR ##2/0 BARE STRANDED 21. ALL METAL OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED BRAZE TO BRANCH CIRCUIT ' WITH A ##6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF BACKBOX (TYPICAL} GROUND WIRE GROUNDING AT PRE-BID MEETING. 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. NOTE: 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT BONDING AT JUNCTION GROUND WIRE CONDUIT HUB DETAIL 3 ISSUED FOR BUILDING PERMIT 4/15/15 AND PULLBOXES SHALL SCALE: NONE HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. BE SIMILAR 2 ISSUED FOR CONSTRUCTION 8/4/14 24. UTILIZE ANDREWS GROUNDING KIT 0204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH ISSUED FOR REVIEW 7/21/14 ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BONDING REQUIREMENTS AT P A N E LB O A R D j No. ISSUE OR REVISION DATE SCALE: NONE 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN No use, reproduction or dissemination may be made of this drawing ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. STEEL CONDUIT and the concepts set forth without the prior written consent of OR PIPE i Structural Consulting Services, P.C. Co i ht cp2015 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 FEET AND AT OPEN ENDS. 1 OR 2 HOUR RATED 3M FIRE BARRIER j PROJECT TITLE WALL ASSEMBLY 3M FIRE BARRIER CP-25W6+ FLOOR CLAMP P 25WB+ CAULK i 27. GROUND CONNECTORS 1f0 ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. MAX. 1Y2 ANNULAR OPENING. o o New York SMSA COMPLETELY FILL SPACE BETWEEN ° PIPE AND SHEETROCK WITH p Limited Partnership 28. ALL GROUND WIRES RUM IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Y4' BEAD AROUND PERIMETER EGRESS. d/b/a VERIZON WIRELESS CLAMP SIMILAR TO T&B #3950. � '' SITE: MATTITUCK RELO 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR 1000 PIKE STREET CONTINUITY AFTER IT 15 INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER rp ; MATTITUCK, NY 11952 PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE PERMANENT SITE RECORDS. DRAWING TITLE p ; ELECTRICAL GROUNDING STEEL CONDUIT OR MINERAL WOOL PACKING NOTES AND DETAILS i PIPE CONCRETE FLOOR j OR WALL UL SYSTEM NUMBER F-A-1011 I UL SYSTEM W-L-1001 D E I SEAL r ' _.: :v '° SCALE PROJECT NO. AS NOTED VER0798 OCT 2 9 2015 � i � a � �, � �. DRAWN BY DRAWING N0. SOUthoid Town c' CBB F I R E S TO P DETAILS Planning Board � �� CHECKED BY CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILS ��'� 0IJ.�_a � CBBE- 3 , 1 DATE SSS s-° 7/16/14 S STRUCTURAL C CONSULTING EQUIPMENT CABINET (TYP) S SERVICES P.C. GROUND ALL EQUIPMENT � CABINETS AND PLATFORM. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CADWELD TO STEEL FRAME TEL: 203.740.7578 FAX: 203.775.5670 LUG TO CABINETS #2/0 TINNED GROUND W/#2 TINNED GROUND M/E/P ENGINEER: CONNECT GROUND WIRE TO WAVEGUIDE LUG TO ENCLOSURES AND POWER TELCO BARANTENNA CABLE WITH ANDREW GR❑UND KIT CADWELD T❑ STEEL FRAME CAB CAB CAB CAB CAB /—GROUND IN CABINET CB BREEN ASSOCIATES, P.C. STEEL CABINET SUPPPORT 46 RIVERSIDE AVENUE TEL 203-866-1471 #2/0 AWG STRANDEDUS CO AT IT GENERATOR (SEE STRUCTURAL DRAWINGS) 46 RIVERSIDE RT, CT 06880 GROUND WIRE IN NON-FERROUS CONDUIT 40 nmhmdall k' 17 MAIN ROOF i LEVEL ALL GROUND CONNECTIONS TO CLIENT: MAIN ROOF GROUND BAR ANTENNAS SHALL BE BY #2 TINNED SOLID GROUND WIRE TO/FROM ANTENNAS (TYP) -J ANTENNA INSTALLER, UNDER PLAFORM ATTACHED T❑ SUPPORT STEEL (SEE STRUCTURAL DRAWINGS) ANTENNA COAXIAL CABLE i U/3 , wireless 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 i i i APPRQV O CY CAD-WELD GROUND CABLE TO GROUND ROD GROUND LEVEL PVY#, f f f.PPTHOLP GROUND RISER DIAGRAM - ---- NEW 10'x5/8' COPPER GROUND ROD NO SCALE ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS ALPHA BETA GAMMA #1 #2 GROUP A GROUNDS MAIN GROUND BAR i #2/0 TO PRINCIPAL I GROUND P❑INT i MAIN GROUND CONDUCTOR GROUP C GROUNDS 3 ISSUED FOR BUILDING PERMIT 4/15/15 0 0 00 0 0 2 ISSUED FOR CONSTRUCTION 8/4/14 CAD-WELD CONNECTION #2/0 GROUND WIRE 1 ISSUED FOR REVIEW 7/21/14 (TYPICAL) AIN GROUND RODS MANUFACTURED BY: Na ISSUE OR REVISION DATE NEWTON # e-NODE MODULAR MODULAR EXTERIOR EQUIPMENT CABINET 2121530010 CABINET CELL CELL POWER BATTERY BATTERY CABINET #2 CABINET #I CABINET CABINET CABINET (TYPICAL) NO use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyright©2015 STEEL SUPPORT FRAMING PROJECT TITLE NO. 5810, 5/8" X 10' WITH GRATING, COPPER CLAD GROUND ROD New York SMSA Limited Partnership d/b/a VERIZON WIRELESS i SITE: MATTITUCK RELO NOTES 1000 PIKE STREET 1, TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATION, S, GROUND GROUPS ARE SEPARATED INT❑ GROUP A MATTITUCK, NY 11952 SUPPORT FRAME MAY BE OMITTED WITH IND❑❑R (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND ' INSTALLATI❑NS, GROUP C (CABINET/DUNNAGE GROUNDS), DRAWING TITLE GROUND ROD 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6, GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED, i L❑CATION IS NOTED ON THE PLANS, 7. GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM GROUNDING RISER 3. USE HY-PRESS CONNECTI❑NS WHERE CAD-WELDING IS EACHOTHER TO THE MAIN GROUND BAR, s NOT FEASIBLE, p1-y AND DETAILS r CC 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE - SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO OCT 2015 EQUIPMENT AND STEEL FRAMING, GROUNDING STANDARD DETAIL - � -r� V„`n PI P,n1ng <,;: SEA �� t��4�-d�^ � SCALE PROJECT NO. - NO SCALE - �_ �4 -. 4, ..�� AS NOTED VER0798 ' r� DRAWN BY DRAWING NO. r `'4 CBB y {'"� W CHECKED BY CBB E- 3 , 2 7 3 �� DATE N �ESS%0 7/16/14 STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING f:� S SERVICES, P.C. 67 FEDERAL ROAD,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 ,1 M/E/P ENGINEER: ,.r . CB BREEN ASSOCIATES, P.C. y 46 RIVERSIDE AVENUE TEL 203-866-1471 L t�' WESTPORT, CT 06880 rl Y i PROJECT CONTACT INFORMATION: 107 rl VERIZON WIRELESS CONSTRUCTION MANAGER: KENNY UHLL (631) 236-2108 VERIZON WIRELESS EQUIPMENT ENGINEER: HENRY CARRERO (914) 714-7368 VERIZON WIRELESS RF ENGINEER: ALLAN SHEDLO (845) 274-0642 5 GENERAL REVISIONS 7/17/15 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN (516) 294-1090 4 ISSUED FOR BUILDING PERMIT 4/15/15 VViL VERIZON WIRELESS REAL ESTATE CONTACT: ROBERT MONTELEONE (516) 316-4626 PSEG CONTACT: (800) 490-0025 3 REVISED PER COMMENTS 1V20/14 TELCO CONTACT: DEMETRIOS SOURSOS (631) 687-8657 2 ISSUED FOR CONSTRUCTION 8/4/14 PROPERTY OWNER: MATTITUCK FIRE DISTRICT EQUIPMENT COMPOUND OWNER: ELITE TOWERS, LP. 1 ISSUED FOR REVIEW 7/21/14 e% jELITE TOWERS, LP. CONTACT: TANYA NEGRON (631) 242-0403 ■ Na ISSUE OR REVISION DATE ■ lo I MATTI I u R � LO. 1000 PIECE STREET, MATTITUCK NY 11952 AW I [mm Cdmmm' S■ 0 I N ffmft' �X Iry C-1 SITE/ROOF PLAN, MGARAGE ROOF PLAN, PROJECT IMAPS AND NOTES S-0 STRUCTURAL SPECIFICATIONS AND NOTES S-1 ANTENNA ORIENTATION PLAN, ANTENNA & CABLE SCHEDULE AND CROUTING DETAILS 'IL S-2 RRH/SDBMOUNTING DETAILS ANDROOF ACCESS HATCH SAFETY RAIL DETAILS �_ :� �� �� � � � � . of 3.<= �� � �x —�� � " � ��"�, � ,6 ° ���t;a� e ��g 'a��� 4 ��,�"'r � ,5 � -ss ke` � p `�', m"` a,',t,`�`•` .�`:' lo, `.�,• � � '.� '�q,�� � �vx�y, ,�1f 1 @Y $`_ S-3 EQUIPMENT SUPPORT FRAMING PLAN, SECTIONS, DETAILS AND NOTESsm � -- ° �J .. i41, ell! ° ° , SSI6 h A !® '4 I•'u' +i',ml t, .. rx. • ,•`w....�s°ml `ix r "m�«4 T�:'" "bk S-4 EQUIPMENT PLATFORM DETAILS AND ROOF ACCESS LADDER DETAILS d ® '� ' _ :f= ` ► ' ' `{ ` ' µ � `` w�+ .' ~p �i � t'=-!°� 'd` �•y^°c� ���•�!,f �s ', a MFt' i'E € � x' ..,s p't tg t q`f" 1 � � S1 ',�ti-'�°' y� '�,•�" » �+�, y �6,wy s .��°*� «,�r�, « wa� °^av,✓M' d *a� g 1 rs� h� } i°'a+"✓�°' ° �`' g "a' " • ,.q 9P„f G�"l�",,",,d.;<� � �,�Y'o'�m► 'r s. .-.- M' �K ,.S-5 SOUTH BUILDING ELEVATION � w"•�"'. ��1'..` p• F',�t,'F"� F s"'#t`,. ,r � •v��y.[r'4 r • ,4 " * �ra 01 .<«°e - .'4r �'>-"� + ,. ."° r^• °sr; 4 • n� 6 `. ,• #} ase $ .�+, 't 1 ,t.R.,`�,'".v, `'+✓ 5 d : ' ie"" x q p 't°M fr c4 t � f�".,.M• "# P-1.0 PSPECIFICATIONS = ' ir`•x »"' # daft �S • `ate * ts'je +� ,�p�N {' .,,..,s; sX, -'""w1" .z= .• "' •. 4"x3 d^+' .°",° t s�c$!�''• Q. "� '';j _< a 'r wi :•'` <, "� �°5,'^••` ,+fig, ,°x».... �', a5� •4;0.,F, 3 t �, S �~ sP 2.0 PLUMBING GROUND FLOOR & ROOF PLANS Q ,•,� i ! � Irl , . � • ��} �� .�` .�•".,a":r��;� ,,4+��{ ¢�ga'�e�yJy7.,',, � ���'`yy..� �! £�r s'§i+ }�✓y�''�b}y°�.�5✓' {4. "� �'J)y � �` .. .: 'a'F� /y ,�q, ,Tj #� e� � r ,� •� a aQ Y C°�� �; s t •#''S3 + �t,.Y ++# � #af,�'fi^' i.&+n L � .�io B °} � «�����6.ff/ ��`��'�,.�e. `^ P-3.0 PLUMBING RISER AND DETAILS _�":y �'" a ,.ate ! �' f„. 3: � 'h,a :�!ee#•�:y ,Y }° �w � +� w ,k ',�, ,tri � ,., .9 •,' J t 6K ` .�7 �,,•„. •aid s#+R+{�� p A`a "<fi .T � ,,C§}- '� '• .3` t 1 ` �g^p I - a g, .atn'4.a"" '� ,. °r� „�,., t}�� 1 r.�., `aw 1�,= ,{a s a1 ,, �*.A.. � ' ! ° "�� gF �"^' ,6 t• ° a <.. (S a, �''”'" >; 8 `,s„r • µ';� +,� � d s°;�,� r"N"w r°� a'R L _q --p'awe!w:a.��t <+� i�: - f� •"C�' � • i^t " SPECIFICATIONSE1.0 ELECTRICAL 4AAA t t"e4, ttb�d,, +J !'m 4.t �a:a .., .'kt=„."`� ` s`4 i "•: es $ ,�' d# m. »' e ,€' `,,, r ,-•^=r+<i�k'' yt'4" "9'���`, .' ;ffi.."m`.«.... fi•;;'�'•* 'M+4t'`"`^''•�r+",°,•"m' '»fi a a.'}` 'le'."y�,�'w�.�,.+••! +r'"l •-»"' ,- Pt o i,1� 4A* .w fii}� qE-2.0 ELECTRICAL PLAN Me:,. fmta•#* t .e A`A , g},..-...,, a.-a � ��, *Y,a • ` fit ; + a+ of wa� r } t ! .�� ;`"! E 3.0 ECTRICA RISER PANEL SCHEDULE AND PHONE BOARD h ' TT g Ae r _ �� p.,Fr, ,�".,•"" 7".;�°�s� � -'� �� ',Airport �4y h.w �`a '�" ` ° ��' i t .' tia• '"i a a^,' r yp`'h+t,, ,� ✓ r� ''. .*��� ..fir?.'„°.�«, •' g�' w'` ia�l�^ �' � �' +d• ,= �t c, I �� td � • m i �� � ! �qe .' •. '� fi�'�y'"'� Y' Ha E-3,1 ELECTRICAL GROUNDING NOTES AND DETAILS w S- y �• f ' t �,�^ks 'j• Wt - N.,} .p '',s �# .�^ ;fig � -+e 'x, � d ° p» �i �" '; ! • a t% e .."'°•� � •# 3..-.w. '.r"""- ��« I. '' �"'*,--'" "'�*�,1 ' „� ':1 w� #•M 't`" "`f +�7� r'-t �i� �a� '�1°� 'e'�� • ,e�",", :$,' '°' °« •\m4�t �m s �^�°'�'• E-32 GROUNDING RISER AND DETAILS w d t 4 r + ,1°P gw,,.w.y E n o� - � a .. M:� OCT 9 2�1� ,.�:.�,.t a e'�` =t�'"°n&",�=' .`L Y°a�"`,:'�R' ";;"��. �•w �'y,'�r,TP'!�4`i`<,�,»„�.i"'3�.,P "`'`` ;e�,�- *w'e' c ^•id'town 30ard SITE LOCATION GENERAL. CONDITIONS ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW 4. CONSTRUCT TEMPORARY DUSTPROOF PARTITIONS WHERE REQUIRED TO I. ALL STRUCTURAL STEEL AND CONNECTION MATERIAL TO BE EXPOSED TO D. ENGINEER MAY INSPECT STRUCTURAL STEEL AT PLANT BEFORE SHIPMENT. S STRUCTURAL YORK STATE" AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE PERFORMED. WITH ASTM A123 AND A153. TOUCH-UP FIELD WELD AREAS WITH ZINC RICH E. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK THAT INSPECTIONS OR C CONSULTING A. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE TAKEN PAINT. PROVIDE TNEMEC 90-93 OR EQUAL. AND LABORATORY TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, CONTRACTOR G. DO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT THE CONTRACTOR'S SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS WITH EXISTING IMPACT AGAINST STRUCTURE OR FINISHES TO REMAIN. PROTECT ALL EXPENSE, AS NECESSARY TO RECONFIRM ANY NONCOMPLIANCE OF ORIGINAL S SERVICES P.C. CONDITIONS. INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO A. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL STRUCTURES AND FINISHES TO REMAIN FROM DAMAGE OF ANY KIND. FABRICATION: WORK AND TO SHOW COMPLIANCE OF CORRECTED WORK. H. DISPOSAL OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH AND ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF F. WELDING: VISUALLY INSPECT TO THE REQUIREMENTS OF SECTION 6 AND 8 , , , COMMENCING WORK AND DO NOT PROCEED WITH ANY AFFECTED WORK UNTIL NOTIFIED. FEDERAL ROAD,SUITE A8 BROOKFIELD CT 06804 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS OF AWS D1.1. USE AN AWS CERTIFIED INSPECTOR OR ASSISTANT WELDING TEL: 203.740.7578 FAX: 203.775.5670 B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. INDICATED ON FINAL APPROVED SHOP DRAWINGS. PROVIDE CAMBER IN INSPECTORS) UNDER THE SUPERVISION OF THE AWS CERTIFIED WELDING DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR STRUCTURAL MEMBERS WHERE INDICATED. INSPECTOR. ALTERNATIVELY, IMPLEMENT A PROGRAM OF SELF CERTIFICATION WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION 1. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OF WELDING INSPECTORS PROVIDED THE PROGRAM IS WRITTEN AND IS M/E/P ENGINEER: PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND 1. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY. SUPERVISED BY AN AWS CERTIFIED INSPECTOR IN COMPLIANCE WITH THE TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND REQUIREMENTS OF AWS D1.1, SECTIONS 6 AND 8. MAKE AVAILABLE TO THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE EXPOSURE OR ENVIRONMENTAL POLLUTION. MINIMIZE FIELD HANDLING OF MATERIALS. ENGINEER THE WELD INSPECTION PROGRAM INCLUDING THE INSPECTOR'S WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CERTIFICATION RECORDS. INSPECT AND TEST DURING FABRICATION OF CB BREEN ASSOCIATES P.C. CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S I. DAMAGE: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES 2. WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING STRUCTURAL STEEL ASSEMBLIES, AS FOLLOWS: SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE BY DEMOLITION WORK AT NO COST TO VERIZON WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE RESPONSIBILITIES. FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF 1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. 46 RIVERSIDE AVENUE TEL 203-866-1471 MARKINGS, BURRS, AND OTHER DEFECTS. RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD WESTPORT, CT 06880 C. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT STRUCTURAL STEEL WORK REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES. SHOWN IN THE DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL B. CONNECTIONS: WELD SHOP CONNECTIONS IN ACCORDANCE WITH AWS D1.1, BE SUBMITTED FOR ACCEPTANCE. GENERAL UNLESS OTHERWISE INDICATED. 2. PERFORM VISUAL INSPECTION OF ALL WELDS. D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS SUBMITTALS: WITHOUT THE ACCEPTANCE OF THE ENGINEER, EXCEPT AS SHOWN IN THE A. PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION C. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER 3. PERFORM TESTS OF WELDS AS FOLLOWS. INSPECTION PROCEDURES LISTED INSTRUCTIONS FOR THE FOLLOWING PRODUCTS ALONG WITH SAMPLES CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS ARE TO BE USED AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED ON CLIENT: DRAWINGS. WHERE INDICATED. INCLUDE LABORATORY TEST REPORTS AND OTHER FOR BOLTED CONNECTIONS. THE DRAWINGS. E. IT IS ANTICIPATED THAT ALL MEMBERS BE FABRICATED AND ERECTED DATA TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS (INCLUDINGSPECIFIED STANDARDS). D. HIGH-STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED a. LIQUID PENETRANT INSPECTION: ASTM E165. FREE OF SHOP AND FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE FASTENERS IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL THE NEED FOR FIELD SPLICING OF MEMBERS SUBMIT SPLICE LOCATIONS FOR 1STRUCTURAL STEEL INCLUDING CERTIFIED COPIES OF MILL REPORTS JOINTS USING ASTM A325 OR A490 BOLTS." b. MAGNETIC PARTICLE INSPECTION: ASTM E709; PERFORMED ON ROOT . ENGINEER'S ACCEPTANCE. WHERE FIELD SPLICING IS ACCEPTED, SPLICES COVERING CHEMICAL AND PHYSICAL PROPERTIES FOR EACH HEAT OF PASS AND ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE SHALL BE SHOWN IN THE SHOP DRAWINGS. STEEL. E. WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, FUSION OR PENETRATION IS NOT ACCEPTABLE. F. SPACES NOT COVERED BY FINISH SYMBOLS SHALL BE FINISHED TO MATCH 2HIGH-STRENGTH BOLTS (EACH TYPE), INCLUDING NUTS AND WASHERS. WELDING WORK.APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING c. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM \000�. . RELATED SPACES TO THE SATISFACTION OF VERIZON 97 a. INCLUDE DIRECT TENSION INDICATORS IF USED. QUALITY LEVEL "2-2T." A L FURNISH AND INSTALL ANGLE STRUTS, SOURCE QUALITY CONTROL: 3�� !) .Twireless G. GENERAL CONTRACTOR SHL 3. SAMPLE OF EACH BOLT TYPE, NUT, AND WASHER INCLUDING DIRECT A. GENERAL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO d. ULTRASONIC INSPECTION: ASTM E164. ,,, BRACKETS, GOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO TENSION INDICATORS, IF USED. INSPECTION AND TESTS IN MILL, SHOP, AND FIELD CONDUCTED BY THE PROPERLY SUPPORT, BRACE AND/OR REINFORCE ALL FINISHES, FRAMES, ENGINEER. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE THE CONTRACTOR G. FIELD-BOLTED CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC 4 CENTEROCK ROAD EQUIPMENT, ETC. B. SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED STRUCTURAL OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES SPECIFICATIONS. WEST NYACK NEW YORK 10994 ENGINEER, INCLUDING COMPLETE DETAILS FOR FABRICATION AND IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. H. VERIZON RESERVES THE RIGHT TO DELIVER ANYTIME, PLACE AND INSTALL ASSEMBLY OF STRUCTURAL STEEL MEMBERS PROCEDURES AND DIAGRAMS. 1. FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS THERE SUBMIT THREE (3) SETS OF PRINTS AND ONE (1) SEPIA OF SHOP DRAWINGS 1. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS ASTM F OF ASTM A959. VERIFY THAT GAPS ARE LESS THAN GAPS SPECIFIED IN IS NO INTERFERENCE WITH THE WORK OF THE GENERAL CONTRACTOR. FOR APPROVAL BY THE ENGINEER. THAT DO NOT COMPLY. TABLE 2 O I. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESSEXECUTION OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIAL 1. INCLUDE DETAILS OF CUTS, CONNECTION DESIGNS, CAMBER, HOLES, AND ERECTION: ANTENNA, ANTENNA CABLE. AND CABLE SUPPORT SYSTEMS TO VERIZON FOR ACCEPTANCE. OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND A. NOTIFY THE ENGINEER 48 HOURS BEFORE DELIVERY OF THE STRUCTURAL SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. STEEL TO THE JOB SITE SO THAT THE ENGINEER CAN BE AVAILABLE FOR A. SUPPLY ANTENNA MAKE AND MODEL AS SHOWN ON DRAWINGS. ALL J. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'SINSPECTION OF MAKE-UP, HANDLING, ERECTION, WELDING AND BOLTING. ANTENNAS SHALL BE MOUNTED ON DOWNTILT BRACKETS. INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT 2. THE CONTRACTOR SHALL REVIEW THOROUGHLY ALL STEEL DRAWINGS BEFORE THEY ARE MORE STRINGENT THAN REQUIREMENTS IN CONTRACT DRAWINGS. SUBMITTING THE DRAWINGS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR B. TEMPORARY SHORING AND BRACING: PROVIDE TEMPORARY SHORING AND B. EXTERIOR CABLE TRAYS: SHALL SIGN THE DRAWINGS INDICATING THAT THIS REVIEW HAS OCCURRED BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR K. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, AND THAT THE DRAWINGS BEING SUBMITTED ARE A COMPLETE FINAL SET IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN 1. SEE DRAWINGS FOR ALL CABLE TRAY LAYOUT, DETAILS, AND INSTALL COMPONENTS AT STANDARD HEIGHTS FOR THE APPLICATIONS INCLUDING ALL INFORMATION REQUIRED FOR APPROVAL. IF, IN THE REVIEW PERMANENT MEMBERS ARE IN PLACE AND FINAL CONNECTIONS ARE MADE. SPECIFICATIONS. INDICATED. REFER QUESTIONS TO VERIZON OF THE DRAWINGS BY THE ENGINEER, IT BECOMES EVIDENT THAT THE PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF DRAWINGS HAVE NOT BEEN REVIEWED BY THE CONTRACTOR, OR ARE NOT STRUCTURES AS ERECTION PROCEEDS. C. ANTENNA CABLES: L. CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, COMPLETE, THE REVIEW SHALL BE DISCONTINUED UNTIL A COMPLETE AND CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS FINAL SET HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL. THE C. TEMPORARY PLANKING: PROVIDE TEMPORARY PLANKING AND WORKING 1. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY DELAYS IN FABRICATION PLATFORMS AS NECESSARY TO EFFECTIVELY COMPLETE WORK. SPECIFIED BY VERIZON. THAT SHOULD ARISE DUE TO AN INSUFFICIENT SUBMITTAL. 1. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY D. FIELD ASSEMBLY: SET STRUCTURAL FRAMES ACCURATELY TO LINES AND BASE STATION ANTENNAS: THROUGHOUT THE CONSTRUCTION PERIOD. C. TEST REPORTS CONDUCTED ON SHOP- AND FIELD-BOLTED AND WELDED ELEVATIONS INDICATED. ALIGN AND ADJUST VARIOUS MEMBERS FORMING FOR CABLE RUNS UP TO 100 FEET, USE 7/8" INCH CABLE CONNECTIONS. INCLUDE DATA ON TYPE(S) OF TESTS CONDUCTED AND TEST PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE 2. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART RESULTS. CLEAN BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT GPS ANTENNAS: OF CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR CONTACT BEFORE ASSEMBLY. PERFORM NECESSARY ADJUSTMENTS TOQUALITY ASSURANCE: FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE DELETERIOUS EXPOSURE. SUCH EXPOSURE INCLUDES: COMPENSATE FOR DISCREPANCIES IN ELEVATIONS AND ALIGNMENT.OVISIONS OF FOLLOWING, EXCEPT AS FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE A. CODES AND STANDARDS: COMPLY WITH PR a. WATER INFILTRATION AND EXPOSURE TO WEATHER. OTHERWISE INDICATED: 1. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED 2. MINIMUM BENDING RADII: 1. "BUILDING CODE OF NEW YORK STATE," LATEST EDITION, AISC TOLERANCES. 7/8 INCH CABLE, RMIN = 15 INCHES. b. EXCESSIVELY HIGH OR LOW TEMPERATURES OR HUMIDITY. AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON MEAN 1-5/8 INCH CABLE, RMIN = 25 INCHES. c. HEAVY TRAFFIC, SOILING, STAINING AND CORROSION. OPERATING TEMPERATURE OF STRUCTURE. MAKE ALLOWANCES FOR 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "SPECIFICATION FOR DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND MEAN 3. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL d. UNUSUAL WEAR OR OTHER MISUSE. STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC TEMPERATURE AT WHICH STRUCTURE WILL BE WHEN COMPLETED AND IN IN FIELD PRIOR TO CONSTRUCTION. DESIGN," INCLUDING "COMMENTARY." SERVICE. e. CONTACT BETWEEN INCOMPATIBLE MATERIALS. 3. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 4. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS 3. SPLICE MEMBERS ONLY WHERE INDICATED AND ACCEPTED ON SHOP AT EACH END. f. THEFT OR VANDALISM. APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION. DRAWINGS. 5. CONNECTORS, HANGERS, AND ACCESSORIES SHALL BE PLACED AND M. CONTRACTOR RESPONSIBILITIES: PROVIDE INSPECTIONS AND TESTS 4. AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." E. ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION INSTALLED AS RECOMMENDED BY THE CABLE MANUFACTURER AND PER SPECIFIED OR REQUIRED BY GOVERNING AUTHORITIES. COORDINATE ALL5. ASTM A6 "GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATES, BOLTS, FILL HOLES WITH PLUG WELDS, AND GRIND SMOOTH AT EXPOSED VERIZON'S REQUIREMENTS. SURFACES. TESTING AND INSPECTION WITH VERIZON SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 6. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS N. PERMITS, LICENSES, AND CERTIFICATES: CONTRACTOR SHALL OBTAIN 1. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF STAMPED WITH ANTENNA ORIENTATION AND ATTACHED TO CABLES WITH AND PAY FOR ALL PERMITS, LICENSES AND THE LIKE REQUIRED TO COMPLETE B. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING TEMPORARY CONNECTIONS, AND ALIGNMENT. STAINLESS STEEL TIE WIRES. TAGS SHALL BE PROVIDED AT: THE WORK. FOR VERIZON'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS. 2. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING a. ANTENNA LOCATIONS CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL 1. PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN WORK HAVE DRIFT PINS. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS AND SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN SATISFACTORILY PASSED AWS QUALIFICATION TESTS. b. AT 50 FOOT INTERVALS F. WELDED CONNECTIONS: CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING 2. I UPON PERFORMANCE OF THE WORK. F RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE c. BEFORE ENTRY INTO THE EQUIPMENT ROOM/SHELTER/CABINET CONTRACTOR'S RESPONSIBILITY. 1. COMPLY WITH AWS D1.1 FOR QUALIFICATION OF WELDERS, PROCEDURE 0. ALL WORK TO BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE QUALIFICATIONS, AND ALL WELDING. 7. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A MANNER WITH PROPER SUPERVISION AND CRAFTSMEN SKILLED IN THEIR DELIVERY, STORAGE, AND HANDLING: WEATHERPROOF SPLICING KIT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 TRADES AND LICENSED WHERE REQUIRED BY LAW. 2. KEEP SURFACES TO BE WELDED FREE FROM LOOSE SCALE, RUST, GREASE, A. DELIVER MATERIALS TO SITE AT SUCH INTERVALS TO ENSURE UNINTERRUPTED PAINT OR OTHER FOREIGN MATERIAL EXCEPT THAT MILL SCALE WHICH 8. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS P. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE PROGRESS OF WORK. RESISTS VIGOROUS BRUSHING CAN REMAIN. KEEP JOINT SURFACES WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL 2 ISSUED FOR CONSTRUCTION 8/4/14 OF FINAL ACCEPTANCE BY VERIZON. ALL MANUFACTURER GUARANTEES AND B. STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND INDENTICATION. FREE FROM FINS AND TEARS. BE SEALED IMMEDIATELY AFTER BEING INSTALLED. WARRANTIES TO BE TURNED OVER TO VERIZON. KEEP STEEL MEMBERS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER 3. TACK WELDS, WHICH ARE LATER INCORPORATED INTO FINISHED WELDS CARRYING SAFETY NOTES 1 ISSUED FOR REVIEW 7/21/14 DEMOLITION, CUTTING AND PATCHING SUPPORTS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS FROM EROSION, CALCULATED STRESS, SHALL NOT BE CONSIDERED AS STRUCTURAL WELDS. DISTORTION, AND DETERIORATION. IF BOLTS OR NUTS BECOME DRY OR RUSTY, A. SPECIAL PRECAUTIONS SHALL BE SO THAT THE CONSTRUCTION AND Na ISSUE OR REVISION DATE A. COORDINATE ALL CUTTING AND PATCHING OPERATIONS WITH VERIZON CLEAN AND RELUBRICATE BEFORE USE. G. BOLTED CONNECTIONS: EQUIPMENT INSTALLATION SHALL NOT AFFECT THE FOLLOWING: B. PROVIDE AND PLACE BRACING OR SHORING AS NEEDED. 1. DO NOT STORE MATERIALS ON STRUCTURE IN A MANNER THAT MIGHT CAUSE1. TENANT EGRESS TO AND FROM THE BUILDING. No use, reproduction or dissemination may be made of this drawing DISTORTION OR DAMAGE TO MEMBERS OR SUPPORTING STRUCTURES. REPAIR 1. USE ASTM A325 HIGH STRENGTH BOLTS TYPE X (BEARING TYPE WITH and the concepts is set forth without the prior written consent of C. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING. CUT OR REPLACE DAMAGED MATERIALS OR STRUCTURES AS DIRECTED. THREADS EXCLUDED FROM THE SHEAR PLANE), HAND TIGHT WITH 2. FIRE SAFETY OF THE BUILDING. Structural Consulting Services, P.C. Coht©2015 EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OF OTHER PAL NUTS WHERE INDICATED. COMPONENTS OR THE PERFORMANCE OF OTHER CONSTRUCTION ACTIVITIES AND PRODUCTS 3. STRUCTURAL SAFETY OF THE BUILDING. PROJECT THE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO MATERIALS: 2. DO NOT USE BURNING TORCHES TO CREATE HOLES OR TO CUT MEMBERS LE THEIR ORIGINAL CONDITION. A. METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL BE CARRYING STRESSES UNLESS SPECIFICALLY AUTHORIZED BY THE IN ADDITION: New York SMSA EXPOSED TO VIEW, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE OF ENGINEER. D. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY Limited Partnership SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM MARKS, 3. BOLT FIELD CONNECTIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 1. NO CREATION OF NOISE OUTSIDE THE HOURS OF 7:00 AM TO 6:00 PM TO DAMAGE ELEMENTS TO BE RETAINED ON ADJOINING CONSTRUCTION. ROLLER MARKS, ROLLER TRADE NAMES, AND ROUGHNESS. REMOVE SUCH USE 3/4 INCH DIAMETER BOLTS WITH STANDARD 13/16 INCH DIAMETER IS ALLOWED. d/b/a VERIZON WIRELESS BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, PRIOR TO CLEANING, HOLES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. SITE: MATTITUCK RELO 1. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS TREATING, AND APPLYING SURFACE FINISHES. 2. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT 4. USE BOLTS SUFFICIENTLY LONG TO EXTEND BEYOND BUT NOT LESS THAN UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. 1000 PIKE STREET HOLES AND SLOTS TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OR B. STRUCTURAL STEEL: ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO WIDE FLANGE SHAPES: ASTM A992 (50 KSI) FLUSH WITH THE FACE OF THE NUT WHEN TIGHTENED. 3. ELECTRICITY, GAS, WATER, AND ANY OTHER UTILITIES SHALL NOT BE D MA171TUCK, NY 11952 AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE lS l� V L� CHANNELS, ANGLES, WT s, PLATES, BARS, RODS: ASTM A36 5. TIGHTEN BOLTS IN ACCORDANCE WITH THE "SPECIFICATION FOR INTERRUPTED DURING CONSTRUCTION. EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED DRAWING TITLE E. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS C. COLD-FORMED STEEL TUBING: ASTM A500, GRADE B. BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OR B. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORK SITE OCT 2 9 2015 AS INDICATED ON DRAWINGS AND SPECIFICATIONSCLEAN EACH DAY. . POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES. D. STEEL TUBING: ASTM A500 GRADE B (46 KSI - RECTANGULAR, 42 KSI - ROUND) Southold Town H. GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD FOR CORRECTING C. IF THE CONTRACTOR DURING THE COURSE OF WORK OBSERVES THE EXISTENCE Planning Board 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISHED E. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW-CARBON FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. CUTTING WILL BE OF ASBESTOS IN OR ON THE STRUCTURE OR BUILDING, THE CONTRACTOR SHALL STRUCTURAL SPECIFICATIONS RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT STEEL BOLTS AND NUTS. PERMITTED ONLY ON SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS PROMPTLY NOTIFY THE VERIZON REPRESENTATIVE AND ENGINEER. THE VERIZON WILL ELIMINATE EVIDENCE OF PATCHING. 1. PROVIDE HEXAGONAL HEADS AND NUTS FOR ALL CONNECTIONS. ACCEPTABLE TO THE ENGINEER. FINISH GAS-CUT SECTIONS EQUAL TO A REPRESENTATIVE SHALL CONSULT WITH THE ENGINEER REGARDING REMOVAL AND NOTES 2. WHERE PATCHING FIRE RATED CONSTRUCTION PROVIDE FIREPROOFING ANDSHEARED APPEARANCE WHEN PERMITTED. OR ENCAPSULATION OF THE ASBESTOS MATERIAL AND THE CONTRACTOR SHALL FIRESTOPPING AS REQUIRED BY THE BUILDING CODE. F. HIGH-STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLTS, NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO HEAVY HEXAGON NUTS, AND HARDENED WASHERS, AS FOLLOWS: QUALITY CONTROL: RECEIPT OF SPECIAL INSTRUCTIONS FROM VERIZON THROUGH THE ENGINEER. F. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF 1. QUENCHED AND TEMPERED MEDIUM-CARBON STEEL BOLTS, NUTS, AND A. THE ENGINEER WILL INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND D. COORDINATE ALL CONSTRUCTION OPERATIONS WITH ANY PROTOCOL ESTABLISHED BY SEAL ,.»�.::: �, SCALE PROJECT NO. PROTECTION AS REQUIRED TO PROTECT OWNERS PERSONNEL AND GENERAL WASHERS, COMPLYING WITH ASTM A325. WELDED CONNECTIONS AND PERFORM TESTS AND PREPARE TEST REPORTS THE BUILDING FOR ALL APPLICABLE PROCEDURES THROUGHOUT CONSTRUCTION. PUBLIC FROM INJURY DUE TO DEMOLITION WORK. AS REQUIRED. AS NOTED VER0798 1. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE G. DIRECT TENSION INDICATORS: ASTM F959, TYPE AS REQUIRED. B. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS, STATE IN EACH DRAWN BY DRAWING NO. AS-BUILT DRAWINGS: PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC, AND TENANTS TO AND 1. USE ON ALL A325 BOLTS ON CONNECTIONS THAT ARE SLIP CRITICAL WITH REFuRT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, AND GS FROM OCCUPIED PORTIONS OF BUILDING. ENGINEER'S APPROVAL IN LIEU OF INSTALLATION BY TORQUING OR TURN SPECIFICALLY STATE ANY DEVIATIONS THEREFROM. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF r F( (r t+ CHECKED BY OF THE NUT. CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND/OR !' Qj TIM 2. PROTECT EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND C. PROVIDE ACCESS FOR ENGINEER TO PLACES WHERE STRUCTURAL STEEL MODIFICATIONS DENOTED WITH RED PENCIL. THESE DRAWINGS WILL BE d JHF BECOME EXPOSED DURING DEMOLITION OPERATIONS. H. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE. WORK IS BEING FABRICATED OR PRODUCED SO THAT REQUIRED INSPECTION CAN BE ACCOMPLISHED. CONSIDERED THE CONTRACTORS AS BUILTS. FINAL PAYMENT WILL ®A ; 9,5 �(t,� DATE S = O NOT BE MADE UNTIL DRAWINGS ARE RECEIVED BY THE ENGINEER. ® 011tk 7/15/14 3. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. �{ /4 VERIZON WIRELESS ANTENNA & CABLE NOTES: L3x3x% HORIZONTAL BRACE ACROSS PIPE MASTS. %"0 GALV. OR ANTENNA CABLE, TYP. SUPPORT ATTACH BRACE TO EACH PIPE MAST WITH %"0 S.S. U-BOLT � POSTRALL CABLES AT CAL O OIOF VERTICAL S STRUCTURAL 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION U-BOLT WITH HEAVY HEX AND PAL NUTS. UN CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED UNIVERSAL VERTICAL TRAPEZE KIT (VALMONT 2'-6" "� GALV. OR 2'-0" MAX. 4" MAX. CONSULTING BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL ROUND OVERSIZED HARDENED WASHER P/N VT12), TYP. AT 4'-0" O.C. MAX. I S.S. BOLT BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. SET IN BED OF SILICONE SEALANT, TYP. AS SERVICES P.C. COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS - METAL DECK RAIN CANOPY GRIP-SPAN BRIDGE CHANNEL (VALMONT P/N AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED GRS12-10 CANOPY SUPPORT FRAMINGTYP ). CUT CHANNEL AS REQUIRED AND 0 67 FEDERAL ROAD,BROOKFIELD,CT 06804 WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. ; , . COLD SPRAY GALVANIZE CUT END. TEL:203.740.7578 FAX: 203.775.5670 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM COAX CABLES ROUTED (2)-3/8"� A307 OR A36 GALV. STEEL UNIVERSAL VERTICAL I 1 f ° G� o SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION DOWN TO CABLE TRAY. THREADED RODS. FASTEN TO TRAPEZE KIT (VALMONT P/N 0`�P ° AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST MAINTAIN MINIMUM UNISTRUT WITH ROUND HARDENED OVERSIZED vT18), TYP. AT EACH END. I 1 M/E/P ENGINEER: TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. CABLE BEND RADIUS, HEAVY HEX NUT, WASHERS AND DOUBLE HEAVY HEX NUTS. PROVIDE DURABLE FOAM EDGE 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: SEE MANUFACTURER'S TYP. BOTH SIDES OF SPECIFICATIONS. CANOPY DECK, TYP. GALV. P1000 UNISTRUT MEMBER ® GUARD AT CABLE TRAY END UNIPOLE PORTHOLE-----/ CB BREEN ASSOCIATES, P.C. I � - AT THE ANTENNAS 5'-0" O.C. MAX.. FASTEN ANTENNA 1 2 I A (BY OTHERS). VERIFY - AT THE BASE OF THE TELECOMMUNICATION UNIPOLE DRIP LOOP, TYP. CABLES TO UNISTRUT WITH STAINLESS I I ; EXACT LOCATION AND - JUMPER CABLES ® EQUIPMENT CABINETS STEEL SNAPSTAK STACKABLE SNAP-IN I I ELEVATION IN FIELD. 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT HANGER BY ANDREW OR EQUAL, TYP. UNIPOLE AND AT THE BASE OF VERTICAL RUNS MOD. CELL STACK 2 CABLES DEEP MAXIMUM. ____________________________ _____________________________________ i CI C (BY OTHERS) WESTPORT, CT 06880 CABINET 5. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE -OR- COAX OR JUMPER CABLES, TYP. _ CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR I I GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 9712 0 I CLIENT: FRAMED OPENING INCABINET = I I N 6. SYSTEM INSTALLATION: GRATING FOR CABLE SCREENING ENCLOSURE WALL, TYP. THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE PASSAGE. SEE I I I I I MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS SHEETS S-2 AND ROOF MOUNTED CABLE TRAY. SEE SHEET--\ RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: S-3 FOR DETAILS. C-1 FOR CONTINUATION AND DETAILS, 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING NOTES AND LEGEND ON THIS SHEET. LL4IE: HARDWARE. NEW NON-PENETRATING MM PROVIDE DRIP LOOPS FOR ALL CABLES WHERE 2. ALL MOUNTS, STANDOFFS, AND ASSOCIATED HARDWARE. ROOFTOP CABLE TRAY SEAL ALL AROUND NUT AND VERTICAL RUNS TRANSITION TO HORIZONTAL 3. %" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. ROUTED TO ROOF EDGE. --- -- - - --- -�-� WASHER ON CANOPY WITH SILICONE ATTACH COAX CABLES TO VERTICAL TRAPEZE KITS WITH STACKABLE SNAP-IN HANGERS (VALMONT P/N 78SS-A) RUNS. MAINTAIN MINIMUM CABLE BENDING SEE ROOF PLAN ON \000000 SEALANT AFTER INSTALLATION. • SHEET C-1 AND I f RADIUS PER SPECIFICATIONS ON THIS SHEET. �� :�.�� wireless 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS LEGEND ION THIS SHEAND ET. CABLE LAYOUT AT ROOF EDGE AND INTO UNIPOLE SPECIFIED BY VERIZON WIRELESS. ACCESS PLATFORM AND BASE STATION ANTENNAS: EXISTING ROOF SURFACE SUPPORT FRAMING, TYP. SCALE: 1'-0" 4 CENTEROCK ROAD FOR CABLE RUNS OF UP TO 100 FEET, USE 7/8" INCH CABLE. WEST NYACK, NEW YORK 10994 FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE. 3" (2)-J"O A325-SC BOLTS GPS UNITS: CABLE LAYOUT ATEQUIPMENT PLATFORM , " , "e ® 3" O.C. THROUGH WO FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE. 1 SCALE: i" -� 1 1 HOLES IN BOTH ANGLES FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE. - L4x4xj x 6" LONG (2)-%"0 U-BOLTS 8. MINIMUM BENDING RADII FOR COAXIAL CABLES: _ EX ® 3" O.C. VERT. 7/8", RMIN = 15" I PAL NUT, TYP. 2-7/8" Y/"x501x5" PLATE 1-5/8", RMIN = 25" - / 9 16"0 HOLE, TYP. FOO 9. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: F a I ONE (1) ALPHA ARGUS CABINET = 1 X 3.88 SF = 3.88 SF °O I WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL ONE (1) POWER/TELCO CABINET = 1 X 5.9 SF = 5.9 SF i x - " m'• " BE SEALED IMMEDIATELY AFTER BEING INSTALLED. TWO (2) BATTERY CABINETS = 2 X 5.73 SF = 11.46 SF I� GALV. STEEL PIPE MAST ° 11/16"x1 " SLOTTED 1-1/16 , 10. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A ONE (1) MODULAR CELL CABINET = 1 X 9.28 SF = 9.28 SF - _� -���- HOLES �' ONE (1) 9712 CABINET = 1 X 5.21 SF = 5.21 SF �h"O GALV. OR S.S. U-BOLT , TYP. L3x3 DIAG. BRACE WEATHERPROOF SPLICING TOTAL = 35.73 SFL5x3Xx LLH x 11" LONG , „ , „ \L-HEAVY HEX & 11. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL 2'-6" 2'-O" B 1r� F8 1fi PAL NUTS, TYP. IN FIELD PRIOR TO CONSTRUCTION. SECTION A-A SECTION B-B SECTION C-C ALPHAIMI.- POWER 12. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS CABINETTELCO A » > » BC FRONT SCALE: 2 = 1 -0 SCALE: NONE SCALE: NONE AT EACH END. FRONT t` 2'-7" FRONT 4'-6" . NEW STEEL FRAMING, TYP. RM IOZN NEW GPS ANTENNA (MODEL S.F:3.88 SF S.F.=5.9 SF REFER TO THE TELECOMMUNICATION GPS-TMG-HR-26NCM BY PCTEL, INC. TOP OF NEW GPS ANTENNA P1000 GALV. STEEL UNISTRUT ELEV. 33'-2"± AGL CHANNEL ATTACHED TO FRAMING WITH UNIPOLE DRAWINGS BY OTHERS - ALPHA ARGUS CABINET POWER!/TELCO CABINET - - FOR ADDITIONAL INFORMATION. (ONE (1) TOTAL) (aNE (1) TOTAL) 00 O GALV. OR S.S. ANGLE ADAPTERS, TYP. $ 1 " O.D. SCHED. 40 ,� 35.4" �� ATTACH COAX CABLES TO UNISTRUT � GALV. STEEL PIPE MAST to f_^I NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL (LENGTH AS REQUIRED) I z O O ��� WITH STACKABLE SNAP-IN HANGERS ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP. „ 00 (VALMONT P/N 78SS-A), TYP. STEEL CENTER MOUNTING PIPE (BY OTHERS) (2)- "0 GALV. OR S.S. MODULAR - 9712 "' 000000 = CELL M CABINET N 000000 D TOP OF NEW BATTERY t�0 CABINET 11�111JJ U-BOLTS ® 9" O.C. I SCREENING ENCLOSURE CABINET oo U 36"± O.D. FIBERGLASS CONCEALMENT 0 (2)-%"0 GALVANIZED OR ( � ELEV. 31'-2"± AGL FRONT N FRONT pp FRONT" SUPPORT GRIP N FROMFIXED ED TYPICAL ANTENNA CABLE o c i 2 9 2 a Ty CYLINDER (BY OTHERS) 00 STAINLESS STEEL"THRU I o 28 8" 25.4" O 25.6 0 NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED p BOLTS ® 9 O.C. I _ MOUNT TO STEEL FRAMING WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL 100 - r-6) S.F.=5.73 SF EACH S.F.-9.28 SF EACH S.F.-5.21 SF EACH 7 Southold Town AT THREE (3) LOCATIONS. INSTALL ANTENNAS AS I co TOTAL HEIGHT OF CABINET = 69.2" TOTAL HEIGHT OF CABINET = 72" TOTAL HEIGHT OF CABINET = 73.8" HOISTING GRIP AS MANUFACTURED SCALE: 1" = 1'-0"± Planning Board PER THE TELECOMMUNICATION UNIPOLE o BATTERY CABINET MODULAR CELL CABINET 9712 CABINET -HOISTING VALMONT/MICROFLECT OR MANUFACTURER'S INSTALLATION INSTRUCTIONS. % " " " _ (TWO (2) TOTAL) (ONE (1) TOTAL) (ONE (1) TOTAL) // APPROVED EQUAL. SEE BELOW TH OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE GALV. STEEL /a x6 x12 FROM THE UNIPOLE MANUFACTURER. OR BACKER PLATE 2" FOR PART NUMBER. 3/UT. BOLT W/ CHANNEL SOLHDGFLANGED OVERLE TRAY HAND NUT. DRILL 7/16"0 HOLE P SEC'( " IN CABLE TRAY SIDERAIL HEAVY DUTY CLAMPS VERIZON WIRELESS 8 SECTION OF 2 WIDE FLANGE. USE PLASTIC OOOO GPMP 3A5� ��y GALV. STEEL X"x6"x6" x ELECTRICAL TAPE SPACERS BETWEEN GALV. 0000 HSS4x4x3/16 HOT DIP 4 GENERAL REVISIONS 7/17/15 12 LONG BENT PLATE OUTSIDE FACE OF NEW EQUIPMENT CABINET DIMENSIONS STEEL AND ALUMINUM GALV. STEEL SLEEPER STRAP DIPLEXERS (NOT SHOWN) TIGHT pp�P � $ SCREENING ENCLOSURE 5 SURFACES, TYP. 5'-0" O.C. MAX. SCALE: NONE TO STEEL CENTER MOUNTING PIPE AND 9 r, � COAXIAL CABLE EXISTING ROOF SURFACE -" -----------' "-- 3 ISSUED FOR BUILDING PERMIT 4/15/15 PLACE NEAR BOTTOM OF PANEL 7 NN L2CF 60 MIL EPDM ANTENNAS AND WITHIN VERIZON PLAN VIEW 0 12.0" 7.1" CABLE SIZE: PART : ________________ PROTECTIVE MAT 2 ISSUED FOR CONSTRUCTION 8/4/14 WIRELESS' 10' CONCEALMENT CYLINDER. 115'-0"f AGL 7/8"0" 81730 TYPICAL GPS ANTENNA 1-5/8"0 B1732 1 ISSUED FOR REVIEW 7/21/14 3 ANTENNA 0 R I E N TA TI 0 N PLAN MN (D_NT�EY / DETAIL INSTALL CABLE TRAY COVER CLAMPS AT EACH END OF CABLE TRAY/COVER SECTION AND AT 5'-0" MAX. O.C. BETWEEN (2 CLAMPS MIN. PER SECTION). No. ISSUE OR REVISION DATE SCALE. 14' 1'-0" TYPICAL HOISTING 6 RE 8 TYPICAL R00F M0UNTED CABLE TRAY an use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of VERIZON WIRELESS ANTENNA & CABLE SCHEDULE : NONE SCALE: NONE Structural Consulting Services, P.C. Co I ht©2015 SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) COLOR CODING (*)CABLE LENGTH (2) COAX CABLE (3) PROJECT TITLE 0 __ 165'± N 6" HIGH CABLE TRAY LEGEND: ALPHA SECTOR SEE RF COAX N 165'± FOUR (4) 70' .. New York SMSA PLUMBING DIAGRAM ANDREW ALPHA SECTOR 1 12" WIDE VENTED TROUGH STRAIGHT SECTION, COOPER B-LINE CAT. 46AVT-12-144 LENGTHS CUT TO FIT Limited Partnership AZIMUTH = 70' AMPHENOL ANTENNA 700/AWS/LTE IPLEXER AND RRH SCHEMATIC 165'± LDF5-50A ( ) rn m O # 1^1 MECH. D.T. = CWWX063X25GOO ON SHEET S-2 FOR TN v t'2 12 WIDE 90' HORIZONTAL BEND, COOPER B-LINE CAT. #46AVT-12-90HB24 d/b/a VERIZON WIRELESS 700/AWS/LTE: 0'* IPLEXER 78"0 NOMINAL I CONTINUATIONS. 165'± / 14' SITE: MATTITUCK RELO CABLE TRAY NOTES: 165'± cc a MN 1000 PIKE STREET < 1.) THE ANTENNA CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE CABLE TRAY SYSTEM. PROVIDE ALL HARDWARE AND MATTITUCK, NY 11952 BETA SECTOR SEE RF COAX _ 1_6_5 ±___ _ ____ FOUR (4) o� ATTACHMENTS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. ALL CABLE TRAY SYSTEM PLUMBING DIAGRAM - - ANDREW g AZIMUTH = 222' AMPHENOL ANTENNA LTE AWS 700/ IPLEXER AND RRH SCHEMATIC 165'± Z COMPONENTS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY SUBSTITUTE SPECIFIED CABLE TRAY WITH LDF5-50A m 315' MECH. D.T. = CWWX063X25GOO ( ON SHEET S-2 FOR =0 PERMISSION OF THE ENGINEER. DRAWING TITLE 700/AWSATE: 0'* CONTINUATIONS. m 7/8 NOMINAL (GAMMA SECTOR) .n IPLEXER 3 165'± a 2.) CABLE TRAY: 6" DEEP (5" LOADING DEPTH), SERIES 46 ALUMINUM, VENTED BOTTOM TYPE AS MANUFACTURED BY B-LINE a 165'± LL_ 222' SYSTEMS, INC. REFER TO THE ROOF PLAN AND CABLE TRAY LEGEND FOR CABLE TRAY LOCATIONS, WIDTHS AND REQUIRED FITTINGS. ANTENNA ORIENTATION PLAN GAMMA SECTOR SEE RF COAX 165"± FOUR (4) 8N (BETA SECTOR) ANTENNA & CABLE SCHEDULE PLUMBING DIAGRAM 8 ANDREW N 3.) PROVIDE 0.040" THICK SOLID FLAT FLANGED ALUMINUM CABLE TRAY COVERS, B-LINE CAT. ## 807A40, LENGTHS AND WIDTHS AS AZIMUTH = 315 AMPHENOL ANTENNA 700/AWS/LTE IPLEXER AND RRH SCHEMATIC 4 165'± LDF5-50A (FRONT) (SIDE) REQUIRED TO FIT CABLE TRAY STRAIGHT SECTIONS AND FITTINGS, AND HEAVY DUTY COVER CLAMPS AS REQUIRED, B-LINE CAT. AND CABLE ROUTING DETAILS MECH. D.T. = CWWX063X25GOO ON SHEET S-2 FOR 7/8"� NOMINAL AZIMUTHS ARE MEASURED 3.2"0 ##9A-W-9064. 700/AWS/LTE: 0'* I CONTINUATIONS. 165'± }}yy CLOCKWISE FROM TRUE NORTH ALPHA, BETA AND GAMMA SECTOR DIPLEXER t7S 700/AWSATE PANEL ANTENNAS GPS ANTENNAS 4.) PROVIDE TROUGH/LADDER DROP-OUT SECTIONS AT BEGINNING AND END OF CABLE TRAY RUNS AS NECESSARY TO PREVENT GPS 1 N/A 1 BROWN 15'± TRANSLATION OF MANUFACTURER: AMPHENOL ANTENNA MANUFACTURER: PCTEL, INC. MECHANICAL DAMAGE TO THE CABLES. PROVIDE DROP-OUT BUSHINGS WHERE SIGNAL CABLES AND/OR GROUND WIRES EXIT CABLE FOUR (4) ORIENTATION ANGLES MODEL No.: CWWX063X25GOO MODEL No.: GPS-TMG-HR-26NCM TRAY. GPS 2 N/A 2 BROWN 15'± ANDREW LEGEND: "(A/B/G)700/AWS/LTE" ON PLAN GPS (1-4) ON PLAN SEAL .fie" „a� ,_`,. SCALE PROJECT NO. PCT-H INC. �.�. AS NOTED VER0798 GPS UNIT 4 ' O GPS-TMG-HR-26NCM LDF4-50A (THREE (3) ANTENNAS TOTAL) (FOUR (4) GPS ANTENNAS TOTAL) 5.) PROVIDE ALL REQUIRED HARDWARE FOR MOUNTING AND SUPPORTING CABLE TRAY INCLUDING, BUT NOT LIMITED TO LAG BOLTS, �;'z ..�=4��' ; ,., GPS 3 N/A 3 BROWN 15 ± 700 = 700 ANTENNA - 0 NOMINAL EXPANSION ANCHORS, UNISTRUT SUPPORTS, THREADED RODS, BOLTS, WASHERS, TYWRAPS, HOISTING GRIPS, ETC. USE STAINLESS GPS 4 N/A 4 BROWN 15'± LTE = LTE ANTENNA STEEL HARDWARE WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. ,�� \�_ � F DRAWN BY DRAWING NO. PCS PCS ANTENNA VERIZON WIRELESS r w , GS NOTES: (*) CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. 6.) PROVIDE HOT-DIP GALVANIZED STEEL SECTIONS AS INDICATED FOR SUPPORTING CABLE ON ROOF AND SECURE CABLE TRAY TO w C ECKED BY (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS WHERE REQUIRED. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON AWS AWS ANTENNA ANTENNA ELEVATIONS SECTIONS AS REQUIRED. USE PLASTIC SPACERS WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. JHF (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. WIRELESS RF-ENGINEER AND PROVIDE AN JUMPERS 9 SCALE: " = 1'-0" (PANEL); 3" = 1'-O" (GPS) (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. OF APPROPRIATE LENGTHS AT THE EQUIPMENT AND AT THE 7.) FOR ALL CABLE TRAY RUNS ON THE ROOF, STENCIL A LABEL EVERY 20'-0" ON THE CABLE TRAY COVERS WHICH READS "DO CLARITY. - " �^� (4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. ANTENNAS. (FUTURE CABLING NOT SHOWN FOR ) NOT STAND ANTENNA SIGNAL CABLES". fiESS�i 7/15/14 VERIZON WIRELESS RF PLUMBING DIAGRAM S STRUCTURAL ALL SECTORS 1-5/8" HORIZONTAL UNISTRUT CONSULTING 4-Lines CHANNEL NUT WITH SPRING, S SERVICES P.C. UNISTRUT PART #P1008 RRH UNIT UNISTRUT RACK N TIN, 3/8" DIA FLAT WASHER (TYP) 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 DETAILS FOR NEW RRH SUPPORT RACK SHALL TEL:203.740.7578 FAX: 203.775.5670 BE SIMILAR TO THOSE SHOWN IN "MDB RACK 3/8" DIA BOLT (TYP) DETAIL AT EQUIPMENT PLATFORM" ON THIS 700 )b50 -PCS JAWS SHEET. SEE EQUIPMENT SUPPORT FRAMING M/E/P ENGINEER: PLAN ON SHEET S-3 FOR LAYOUT DETAILS. 1-5/8" VERTICAL UNISTRUT CB BREEN ASSOCIATES P i i .C. . o , 46 RIVERSIDE AVENUE TEL 203-866-1471 1 PROVIDE VERTICAL UNISTRUT SECTION AT WESTPORT, CT 06880 EVERY OTHER LGM JOIST LOCATION 1 6/tIRCUIT ENCOUNTERED ALONG LENGTH OF TROUGH. Al 1 #2 6 CIRCUIT ATTACH UNISTRUT TO LGM JOISTS WITH Y4"0 6/ CIRCUIT 6" i 6" #3 GALVANIZED HEX HEAD SELF-DRILLING TEK ° . SCREWS ® 12 O.C. VERT. MAX., TYP. VERT. P1000T AT i HYBRIFLEX, POWER AND FIBER, TYP. CLIENT: EVERY OTHER JOIST ENCOUNTERED 1 6 CIRCUIT , j j HORIZONTAL UNISTRUT » MDB's SEPARATION AS REQUIRED TO ° SUPPORT MDB/TROUGH AS PER • HORIZ. i hMANUFACTURER'S SPECIFICATIONS P1000T, TYP. DIPLDiER DIRLEJiER ° PROVIDE TWO (2) 2%" GRS NIPPLES AND MYERS HUBS _ TO BETWEEN THE RAYCAP BOX AND I�wireless PA X"O GALVANIZED HEX HEAD THE TOP OF THE TROUGH, TYP. SELF-DRILLING TEK SCREWS ® CONTRACTOR PROVIDED AND INSTALLED 12" O.C. VERT. MAX., TYP. ° ° WEATHERPROOF (NEMA 3R) 10"x10"x6'-0" 4 CENTEROCK ROAD TROUGH MOUNTED ON UNISTRUT WEST NYACK, NEW YORK 10994 10"x10"x6' TROUGH LF- F INTIM • Mlllli• a Nslb• • BMMWM • •WM • •"•1• ♦ MMf1w ♦ f•W"Y • MY•w S iWWM ! AW.• ♦ i"W. ♦ MWM • iwYNM ♦ IIYYII• i I I PLYWOOD N I N I I I SURFACE o I I I I PROVIDE 1-5/8" VERTICAL UNISTRUT (LENGTH AS REQUIRED), PART #P1000T, TYP. AT EVERY 0 o I OTHER LGM JOIST LOCATION ENCOUNTERED. t— fL LGM, TYP. v Plywood Surface DIPLIXER DIPLE3IER Gratin Surface Gratin Surface DIPLEIIER DIRLERER 7Ae-9a 7Ac-86 PA PA 3/4" ALARM CONDUIT TO TELCO DEMARK SIDE VIEW FRONT VIEW _ POWER FROM 9712 CABINET NOTES: 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) FIBER FROM 9712 CABINET 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 4.) COORDINATE EXACT EQUIPMENT SPECIFICATIONS WITH VERIZON WIRELESS. $50 '00 P� MDB RACK DETAIL ATE UIPMENT PLATFORM FRAME SCALE: 1'-0"f VERIZON WIRELESS COLOR CODING ROOF ACCESS HATCH SAFETY RAIL NOTE: Sector Base Calor 850 LTE-C- LTE--A PCs AWS GPS Sector-1 (Alpha W hits t'Y Yellow BrownPROVIDE NEW FIXED SAFETY RAIL SYSTEM Sector-2 Beta Blue C��a�r 1 e .Ck rt a :.:':':: Yellow Sector-3 Gamma Green Gra !�a•a!" �k3TkT� .•• d''"� -,'";r>::�':it#'":. Yellow "BIL—GUARD HATCH RAIL SYSTEM" MODEL RL—S MANUFACTURED BY THE BILCO COMPANY, NEW HAVEN, CT, OR APPROVED EQUAL INSTALL SAFETY RAIL IN SEE RF COAX PLUMBING ACCORDANCE WITH THE MANUFACTURER'S FIBERGLASS REINFORCED SPECIFICATIONS AND INSTALLATION DIAGRAM ON THIS SHEET FOR COAX CABLE CONTINUATIONS YELLOW, UV RESISTANT & SUBMIT THE MANUFACTURER'S STANDARD TO ANTENNA SECTOR. FIRE RETARDANT (01.91), TYP. ISUBMITTAL PRIOR TO ORDERING. SIX (6)—%"0 JUMPER CABLES TO DIPLEXERS (SEE PLUMBING DIAGRAM ON THIS SHEET. 700 AWS PCS RRH RRH RRH G G G UNISTRUT—MOUNTED RRH. COORDINATE EXACT MDB MANUFACTURER: RAYCAP MAKE AND MODEL WITH VERIZON WIRELESS. DIMENSIONS: 10.25"Dx15.73"Wx19.18"H HELIAX FIBERFEED HYBRID JUMPER CABLE WEIGHT: 21.4 LBS (SYSTEM) ASSEMBLY, 2—PAIR POWER CONDUCTORS, 5.5 LBS (MOUNT) 4—FIBER, MODEL # RFA412-4SXX—XX BY ANDREW L 26.9 LBS (TOTAL) SOLU11ONS OR EQUAL. COORDINATE EXACT MAKE AND MODEL WITH VERIZON WIRELESS. ® 1 ISSUED FOR REVIEW 7/f7/15 ANTENNA CABLE GROUND KIT Na ISSUE OR REVISION DATE GROUND WIRE CONNECTED TO NEW ANTENNA CABLE GROUND BAR ® No use, reproduction or dissemination may be made of this drawing G and the concepts set forth without the prior written consent of ® Structural Consulting Services, P.C. Copyright(9)2015 ANTENNA GROUND BAR429' PROJECT TITLE AT EQUIPMENT PLATFORM FRONT ® ABOVE THE New York SMSA MDB RAYCAP SIX CIRCUIT OVP MAIN ROOF OR SD CK CE Limited Partnership ALUMINUM POST --------------------------------------------- DISTRIBUTION BOX (MDB) WITH FIBER PATCH O REAR o SUPPORTS, TYP. �� PANEL AND DC BREAK, COORDINATE EXACT o d/b/a VERIZON WIRELESS ' MAKE AND MODEL WITH VERIZON WIRELESS GROUND WIRE CONNECTED TO ,i1000 PIKE STREET A ITU K RELO NEW EQUIPMENT PLATFORM GROUNDING SYSTEM, TYP. U.O.N. �`-- — � G_ MATTITUCK, NY 11952 18—PAIR SINGLE MODE FIBER ® 9926 BBU, POWER DISTRIBUTION PANEL �1 AND DC CABLING (BY LUCENT) STEEL CORNER BRACKET, TYP. DRAWING TITLE (FOR RRH's) & +24V/-48V DC I MOUNTING BRACKET (HOT DIP GALVANIZED) CONVERTER (FOR RRHATTACH TO EXISTING FRAME PER 's) (BY LUCENT) M ' LOCATED IN NEW ENCLOSURE IF REQUIRED '� o I � ____ ALL FRAME PENETRATIONS WATERTIGHT. RRH/S D B MOUNTING DETAILS I 9926 BBU G I� i COORDINATE EQUIPMENT AND WIRING PDP G I i WITH VERIZON WIRELESS AND LUCENT. PROVIDED FITTING FOR O O ALUMINUM SELF CLOSING (FRP) AND ROOF ACCESS HATCH EXTENSION OF HYBRIFLEX ® � Q ® POST HINGE, GATE (01.91) SAFETY RAIL DETAILS �;o I CABLES TYP. I I I I o ALUMINUM EXISTING ROOF i _+24V DC—IN_1---L— DC CONVERTER G / O STAINLESS STEEL ---- h /�, ® 0 0 ® TORSION ROD GATE ACCESS HATCH --_---------I/ HINGE, TYP. D � � (� � (�(� r� SEAL . ,. SCALE PROJECT N0. ----------------------------------------------- E U LC 9f l r y, . fey rt AS NOTED VER0798 BOTTOM OCT OCT 2 J 2015 ��/} 'P��/ nom, `'a-`Y, ` �,, DRAWN BY DRAWING NO. MAIN DISTRIBUTION BOX ROOF HATCH SAFETY RAIL DETAIL 2 TYPICAL ANTENNA SECTOR RRH SCHEMATIC 3 SCALE: NONE 4 SCALE: NOa SCALE. NONE Southold Town ' I CHECKED BY Planning Board JHF - 2 DATE �L��.o-!; .�St s 7/16/15 V EXISTING ROOF HATCH (TO NEW NATURAL GAS GENERATOR WITH OUTDOOR SOUND ENCLOSURE GENERAL STRUCTURAL NOTES: REMAIN). INSTALL NEW 80' FIXED 3 AND VIBRATION ISOLATION SPRINGS, SEE ELECTRICAL & PLUMBING S STRUCTURAL SHIPS LADDER FROM MEZZANINE DRAWINGS. FOR ADDITIONAL INFORMATION. CONNECTION OF 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW YORK STATE" AND WITH THE LEVEL UP TO ROOF LEVEL. SEE S-4 GENERATOR TO SUPPORT FRAMING BY CONTRACTOR PER DETAIL ON EQUIPMENT CABINET REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE C CONSULTING ADJ. STRUCTURE SHEET S-4 FOR FURTHER DETAILS. THIS SHEET. VERIFY S-Y CONT. WT3x7.5 SUPPORT BEAM SPACING WITH STRINGENT SHALL APPLY. GENERATOR SUPPLIER PRIOR TO FABRICATION OF STRUCTURAL CUT TO 2" DEPTH STEEL. MAXIMUM WEIGHT OF GENERATOR AND ENCLOSURE = 2,500 (SEE PLAN FOR LOCATIONS) 2.) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO THE FABRICATION AND ERECTION OF ANY lbs. PROVIDE CARBON STEEL % #18 FLATTENED EXPANDED METAL S SERVICES P.C. MATERIAL. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. INSTALL NEW FIXED SAFETY RAIL SYSTEM UNDERL E BENEATH GENERATOR BY MC. NICHOLS OR N 2 0 12 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 ON HATCH PER DETAILS ON SHEET S-2. APPROVEDED EQUAL, AL, IRP. ATTACH UNDERLAYMENT TO STEEL FRAMING 3.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL WITH GALV. SELF-DRILLING SCREWS OR CLIPS AS REQUIRED. TEL:203.740.7578 FAX:203.775.5670 IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY �-- -- ---- ---- ---� 3'-0" WIDE ACCESS STAIRS UP TO PLATFORM, THE ENGINEER ON HOW TO PROCEED. - ------ SEE "ACCESS STAIRS DETAIL" ON SHEET S-4. W1 2x26 M/E/P ENGINEER: MAIN GARAGE ROOF 4.) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED ^ NEW VERIZON WIRELESS EQUIPMENT CABINET, TYP. TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE LL: PROVIDE BOLT HOLES IN TOP FLANGE OF BEAMS FOR TYPICAL WT ATTACHMENT WORK THAT REQUIRES ADDITIONAL ENGINEERING TIME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL FEES MAY BE CHARGED TO THE CB BREEN ASSOCIATES, P.C. EQUIPMENT CABINETS AS PER THE DETAIL THIS SHEET. TO W1 2x26 DETAIL CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. EXISTING BELOW, TYP. OUTLINE OF RAIN CANOPY ABOVE, SEE "RAIN CANOPY 2 SCALE: 1" = 1'-0" 5.) THE CONTRACTOR SHALL COORDINATE THE WORK SHOWN ON THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS OF THE M/E/P 46 RIVERSIDE AVENUE TEL 203-866-1471 i BELOW, rYP_� FRAMING PLAN" ON THIS SHEET FOR DETAILS. „ DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL WESTPORT. CT 06880 3 AI 9 3%" O.D. SCHED. 40 GALV. STEEL PIPE CANOPY POST, TYP. AT (5) " DIMENSIONS. IN CASE OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ENGINEER. STAIRS LOCATIONS. CUT GRATING (WHERE APPLICABLE) FLUSH AT EDGE OF 2 MIN. BEARING 1 CANOPY POST TO ALLOW GRATING TO BEAR ON TOP OF BEAM. SEE EQUIPMENT CABINET 6.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. RAIN CANOPY FRAMING PLAN ON THIS SHEET FOR DETAILS. �- S-4 � „ STEEL GRATING 7.) IN CASE OF CONFLICT BETWEEN NOTES, DETAILS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. CLIENT: C4 ' - W91,,44 , - ---- - - 1/a x6 x24 GALV. STEEL BEARING PLATE CENTERED �3 - - - -- - - --- - - _ ON EXISTING 8" CMU AS PART OF PARAPET WALL, 8.) ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION'S MANUAL OF STEEL ' TYP. AT TWO (2) LOCATIONS TOTAL. SEE SECTION 2 `V CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH EDITION. m o Z /�, U 2 ON SHEET S-4 FOR FURTHER INFORMATION. NEW HSS4x4x�/a POST DOWN I '��'`'� ,� S-4 L3%x2x% LLH 9.) ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A992 (50 KSI). ALL OTHER STRUCTURAL STEEL TO TOP OF EXISTING W30 ( � x /;;a,� NEW LGM FRAMED SCREENING WALL WITH BRICK-LIKE 5/8"� A325 BOLT 0 1'-6" O.C. SHAPES, PLATES, BARS, ETC. OTHER THAN STRUCTURAL STEEL TUBING SHALL MEET THE REQUIREMENTS OF ASTM A36. ALL STRUCTURAL BEAM BELOW ROOF LEVEL AND .' CENTERED OVER EXISTING I .',� ,'� o NW FACADE, TYP. AROUND PLATFORM. SEE SCREENING " STEEL TUBING AND PIPE (RECTANGULAR AND ROUND) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B, 42 KSI (ROUND) AND 46 ' m ��m T ENCLOSURE FRAMING PLAN" ON THIS SHEET. W12x26 (+2 ) KSI (RECTANGULAR). ALL PIPE AND POSTS SHALL BE INSTALLED PLUMB. ® STEEL COLUMN BELOW. , ,'- ' x I "IhO � M CONTRACTOR TO FIELD VERIFY ',�' rn N a, a, a, , i EXISTING ROUGH GARAGE GRATING S U P P 0 R T DETAILS 10.) ALL BOLTS SHALL BE 3/4 0 A325 TYPE N UNLESS OTHERWISE NOTED. ALL BOLTS SHALL BE HEAVY HEX WITH HEAVY HEX NUTS LOCATION OF EXISTING I ,� , ,� - x, .� � DOOR OPENING BELOW, TYP. \\000,0 BUILDING COLUMN PRIOR TO VIBRATION ISOLATION ,',� , O °' z +J w + I 400--INDICATES MOMENT CONNECTION, TYP. AT ATEQUIPMENT CABINETS CONFORMING TO ASTM A563 AND PLAIN HARDENED WASHERS CONFORMING TO ASTM F436. ALL THREADED RODS SHALL CONFORM TO ASTM THE PREPARATION OF STEEL ( SPRING (MODEL �2� S q.m I - 3 A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL U-BOLTS SHALL BE 1/2 MIN. AND CONFORM TO ASTM A307 OR A36. ALL 4 CENTEROCK ROAD SHOP DRAWINGS. SEE SECTION #MSS 2E 80-2700 rS0 (2) LOCATIONS. SEE SHEETS 4 FOR DETAILS. SCALE: NONE U-BOLTS SHALL HAVE FOUR (4) NUTS, TWO (2) NUTS EACH END. WEST NYACK� NEW YORK 10994 1 ON SHEET S-4 FOR I BY THE VMC GROUP), FURTHER DETAILS. TYP. FOR (4). -k " PLATES BOLTS NUTS WASHERS ETC. SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION CONFORMING TO I PROVIDE 6 CLR. x 24 CLR. OPENING IN GRATING FOR 11.) ALL STRUCTURAL STEEL, , CABLE PASSAGE THROUGH PLATFORM. FRAME ALONG THREE GENERATOR (SOUND ENCLOSURE) ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING ZY (3) SIDES OF OPENING WITH L3x3xl/a AS SHOWN. TACK WELD COMPOUND MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA., OR EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. M I L3x3 ANGLES TO W12 BEAMS AT ALL CONNECTIONS. I GENERATOR ISOLATION SPRING (MODEL 12.) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AWS D1.1 "STRUCTURAL WELDING CODE - STEEL." QUALIFY WELDING L3x3x I MSS-2E 80-2700 BY THE VMC GROUP ,� ; FIELD WELD RAIN CANOPY POST TO TOP FLANGE OF BEAM # ) PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS AND NYS BUILDING CODE 00 �'x I WITH X" FILLET WELD ALL AROUND (AT THIS LOCATION ONLY). CENTERED ON BEAM. CONTRACTOR SHALL MAIN GARAGE ROOF �'�2 I CONFIRM IN FIELD AND COORDINATE WITH REQUIREMENTS. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC (SMAW) PROCESS USING E70XX ELECTRODES. UNLESS SEE SECTION 3 ON THIS SHEET FOR BASE CONNECTION OTHERWISE NOTED ON THE DRAWINGS ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1 4" I GENERATOR MANUFACTURER. INSTALL 6 100 L3x3x I DETAILS AT ALL OTHER RAIN CANOPY POST LOCATIONS. � � / >.ALPHA ' SPRING PER MANUFACTURER'S WRITTEN MINIMUM. ALL WELDS SHALL BE INSPECTED BY THE ENGINEER. PROVIDE KIDDE 101b HAND I �ARGUS EXISTING PILASTER BELOW ROOF .... : ......_..... INSTALLATION PROCEDURE. HELD CO2 RECHARGEABLE j l 13.) ALL HOLES TO BE MADE IN THE FIELD SHALL BE DRILLED. GAS CUTTING IS NOT PERMITTED. FIRE EXTINGUISHER WITHIN BUILD UP EXISTING PARAPET ONE (1) BRICK COURSE MIN. OUTDOOR RATED I ABOVE TOP OF NEW STEEL FOR V-4" MIN. BOTH SIDES OF ENCLOSURE WITH GLASS BEAM BASE PLATE CENTERLINE, TYP. AT (2) LOCATIONS. 14.) ALL SPECIALTY ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS' WRITTEN SPECIFICATIONS. I. _ _ _ _ /4 FRONT. COORDINATE ( ) " " z m NEW STEEL BEAM (SEE PLAN) 7'-10"t V.I.F. 3-2 3-6 3-4 3-6 1 -10 :2*-76" 2-d EXACT SPECIFICATIONS m '� 15.) ALL GROUT SHALL BE NON-METALLIC AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. WITH VERIZON WIRELESS. I T *-PROVIDE WT3x7.5 (11'-9" LONG EACH) RIPPED W Z DOWN TO HEIGHT OF 2" WITHIN LIMITS OF CE BEAM AND ISOLATION SPRING CANOPY POST AND BEAM 0 EQUIPMENT CABINET INSTALLATION OVER TOP MAIN GARAGE ROOF i c cDn OF W12x26 (+WT) BEAMS. SEE DETAIL 2 ON TYPICAL DETAIL AT 3" z THIS SHEET FOR FURTHER INFORMATION. GENIERATOR ISOLATION SPRINGS '�. 3/,6 " D 4 SCALE:. 1" 1 DECK N I I 27'-9"t (W.F.) D " L4x4x3/8 x 5%" LONG SINGLE 203" = 6" - -------------- ANGLE ------------ANGLE CONNECTION WITH I C9 A (2)-3/4"0 A325 BOLTS EA. LEG li 00 FRAMING PLAN NOTES: C9 1.) ALL STEEL SHALL BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. �� M 2.) TOP OF NEW STEEL ELEVATION SHALL BE HELD 2'-100 ABOVE EXISTING ROOF SURFACE UNLESS OTHERWISE NOTED THUS (tX") INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. SPAN OF GALV. STEEL WELDED GRATING W/ 3.) STEEL GRATING SHALL BE ALL WELDED TYPE GW AS MANUFACTURED BY McNICHOLS WITH 1'�"x3/16" 1%"x3/16" BEARING BARS 0 1-3/16" O.C. M _ 1 " BEARING BARS 0 1-3/16" O.C. 1 � C9 i I i 1 � �"x3�"x6" PLATE, TYP. 4.) FASTEN GRATING TO STEEL FRAMING WITH McNICHOLS TYPE GG GALV. STEEL GRATING CLIPS OR -4- ---- 3/4"0 A325 BOLT TYP. APPROVED EQUAL. SPACING OF FASTENERS AS PER MANUFACTURER'S RECOMMENDATION. PROVIDE TWO (2) GRAPHIC SCALE , " I ' GRATING CLIPS MINIMUM EACH END OF INDIVIDUAL GRATING PANELS. JOIN SIDE BARS OF ADJACENT GRATING PANELS TOGETHER WITH GALVANIZED OR STAINLESS STEEL END PANEL CLIPS 0 2'-0" O.C. o s 4 a 5.) INSTALL X" THICK SECTIONS OF GALV. STEEL DIAMOND PLATE (SIZES AS REQ'D) OVER TOP OF RAISED " GAP L3x3x KNEE BRACE, TYP. BEAMS TO CLOSE OPEN SPACE WHERE FUTURE CABINETS ARE NOT INSTALLED. BOLT TO TOP OF BEAMS WITH 3/8"0 GALV. OR S.S. BOLTS TO ALLOW REMOVAL. COORDINATE NUMBER AND LOCA11ON OF FUTURE CABINETS n. (IN FEET) A BOLT, TYPICAL WITH VERIZON WIRELESS. TYPICAL C 9 TO C 9 CONNECTION EAEA.. END OOF F BRACE 6.) CONDUITS, PIPING, ANTENNAS, ETC. WITHIN VICINITY OF STEEL SUPPORT FRAMING NOT SHOWN FOR I %"x4"x4" SHEAR TAB WITH CLARITY. COORDINATE ALL REQUIRED WORK WITH THAT OF OTHER TRADES. TAIL A T RAIN CANOPY FHFna " (Dis CALE: �/" = 1'-0" 011E SCALE: 1��" = 1'-0" � „ 1"x1" CORNER CHAMFER, TYP. � �' Z 11 -8 DECK GAGE 4 GENERAL REVISIONS 7/17/15 < 11'-2" NOTE (DETAIL 8): 1h"x1 o"x6%" BASE PLATE 11 2015 ? 3 ISSUED FOR BUILDING PERMIT 4/15/15 .Q to _j PROVIDE SHOP DRILLED HOLES ONLY AT Southold Town LOCATIONS OF INITIAL EQUIPMENT CABINETS. (2)-3/4"0 A325 BOLTS (� 7" Planning Board C9x1-3.-4 PI o HOLES FOR FUTURE EQUIPMENT CABINETS O.C. SPACED AT 31/Z" GAGE 2 ISSUED FOR CONSTRUCTION 8/4/14 O EQUIPMENT CABINET, TYP. . OUTLINE OF EQUIPMENT r� -----� SHALL NOT BE PROVIDED AT THIS TIME COORDINATE LOCATION OF INITIAL AND FUTURE NEW W21x44 OR W12x26 STEEL BEAM SEE 1 ISSUED FOR REVIEW 7/21/14 I I BELOW CANOPY, TYP. I I I L I I EQUIPMENT SUPPORT FRAMING PLAN EDGE OF DECK, TYP. PROVIDE i -- NEW STEEL BEAM BELOW, TYP. EQUIPMENT CABINETS WITH VERIZON WIRELESS. NEOPRENE OR EXT. GRADE I - - 3 3%" O.D. SCHED. 40 PIPE WITH Na ISSUE OR REVISION DATE PLASTIC EDGE GUARD ALL AROUND Ld �� --- VS-3 i'-oI' '/aWELDED CAP PLATE ON TOP EDGE OF METAL DECK, TYP. ^ r� „ „ EQ (�) V-7I• E4 (�) No use, reproduction or dissemination may be made of this drawing I I I � �.- �; I 9/16 O x 1� LONG I I 3 TYPICAL CANOPY POST SECTION and the concepts set forth without the prior written consent of LLjv L,J ------ o SLOTTED HOLE FOR �� Structural Co nsultin Services, P.C. Co i ht©2015 _� r _____, 4 X"0 BOLT, TYPICAL II _--rj r� S-3 SCALE: 1" = 1'-0" SLOPE I I '� S-3 AT (16) LOCATIONS. (5)-#12 TEK SCREWS MIN. PROJECT TITLE N AT EACH STUD CONNECTION I I `i DOWN- I � I X �! � -- -- - Z I ��Z I _ New York SMSA ! o N I I CONTINUOUS L4x3%xl/ LLV N it -J Iia I U Cn z w xI I Na-M I �' I H+ m � m RUSTIC FULL SIZED BRICK-BURNT - __j < c 2 I ORANGE WITH LIGHT GRAY GROUT `� --- IJ w (POSITION ANGLE AS REQUIRED Limited Partnership -J -----, - m - INTERLOCK PANELS TYP. ALL AROUND :- NOTE: THE MANUFACTURER'S CUT SHEET (RIGHT) CO - L3x3 L3x3 /a VALA `"" "Y HAS BEEN PROVIDED FOR INFORMATIONAL tSS _ w- ..; W- - Ladder ConWy S STRUCTURAL AFTER INSTALLATION OF NEW ROOF otx�, �x� C CONSULTING ACCESS LADDER, CONTRACTOR SHALL PURPOSES ONLY. CONTRACTOR SHALL �,tr_.__�_..�__��R—��,.� _ 5167"ii s,reel,Cl,Ina,CA9,710-s1a3 MAX. SaveL%aeummrtobeddriveiiwog"SaveAs'.theliesra^ltasrres�a/,.z€c,a�,r r,Lorat PKon@'888310-7040•Fa)c909-541-7565 REPAIR ALL DAMAGED AREAS TO COORDINATE ALL REQUIREMENTS AND DETAILS W21 MATCH APPEARANCE OF EXISTING. �, WITH THE MANUFACTURER PRIOR TO ORDERING. °'� °i ' S SERVICES, P.C. M i W21 3/4"0 A325-SC 1h" MAX. L3x3 TO L3x3 - — (SUP—CRITICAL) MODEL 380--800 Ships Ladder 1 if 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 dQIE� ` 4 TEL:203.740.7578 FAX: 203.775.5670 W12 - i BOLT, TYP. NEW ROOF HATCH SAFETY RAILING NOT ` 1 to W12 x - i SHOWN FOR CLARITY. SEE ROOF HATCH 't EXISTING ROOF ACCESS HATCH 3/4"0 A325-SC SAFETY RAILING DETAIL ON SHEET S-2 0 0 0 0 M I (SUP-CRITICAL) - FOR FURTHER INFORMATION. M/E/P ENGINEER: F - BOLT, TYP. ° ° EXISTING ROOFING I I ;oI 3/8" FULL-HEIGHT MEMBRANE AND RIGID to �i 3/8" FULL-HEIGHT i STIFFENER B.S. OF W21 INSULATION, TYP. �• Y STIFFENER B.S. OF W12 TYP. � (SKEWED AS REQUIRED) CB BREEN ASSOCIATES, P.C. ______ _______________ 3" STEP WIDTH -------- W12 TO W12 W21 TO W21 ---------- ------------------------- 46 RIVERSIDE AVENUE TEL 203-866-1471 ��" WESTPORT. CT 06880 2" MAX. " MAX. EXISTING 1V 3" RAIL DEPTH 16 W21 W21 W12 (+2") DECK,METAROOF W12 3/4"� A325-SC to - i 3/4"0 A325-SC ---- -------�---- M _ (SUP-CRITICAL) "� _ I (SUP-CRITICAL) EXISTING DUCT EXACT HEIGHT CLIENT: BOLT, TYP. I BOLT, TYP. EXISTING 20 FROM FLOOR OPEN WEB TO TOP OF 3/8" FULL-HEIGHT JOIST, TYP. " ROOF HATCH TYP. STIFFENER B.S. OF W21 TYP• 3/8" FULL-HEIGHT NEW 24" WIDE 80' LIGHTWEIGHT ALUMINUM I �� (SKEWED AS REQUIRED) �� \LL STIFFENER B.S. OF W21 ACCESS LADDER WITH HANDRAILS, MODEL BLOCK AND CHIP ONLY #380-80' AS MANUFACTURED BY ALACO ATTACH LADDER WALL MOUNT BLOCK AND CHIP ONLY F.S. FLANGE OF W12 LADDER COMPANY, CHINO, CA, OR APPROVED BRACKET (MODEL #380 BY ALACO F.S. FLANGE OF W12 EQUAL. INSTALL ACCESS LADDER IN LADDER COMPANY OR APPROVED W12 TO W21 W1 Z �-2" TO W21 ACCORDANCE WITH THE MANUFACTURER'S EQUAL) TO EXISTING WOOD FRAMING Vir3UP=,jawireless SPECIFICATIONS AND INSTALLATION WITH LAG SCREWS (QUANTITY AND RECOMMENDATIONS. CONTRACTOR TO FIELD 80' VERIFY ALL EXISTING CONDITIONS AND DIAMETER OF LAG SCREWS PER 4 CENTEROCK ROAD TYPICAL BEAM TO BEAM CONNECTIONS HEIGHTS REQUIRED BY THE MANUFACTURER RECOMME DATIONS, (2)-%"0 SCREWS WEST NYACK, NEW YORK 10994 1 SCALE: 1" = 1'-0" FOR FABRICATION AND COORDINATE ALL MIN.). PRE-DRILL APPROPRIATELY REQUIREMENTS WITH THE MANUFACTURER. CONTRACTOR SHALL SUBMIT THE SIZED HOLES IN EXISTING WOOD 3%" MANUFACTURER'S STANDARD SUBMITTAL WITH FRAMING TO PREVENT SPLITTING. VERIFIED DIMENSIONS AND CPW 1'A", TYP. ALL TO FIELDTO ENGINEER FOR APPROVAL PRIORHTS TO "Y" DIMENSION 24" -1/8" MAX., TYP. ORDERING. CONTRACTOR SHALL PROVIDE THE MANUFACTURER WITH THE EXISTING CONDITION W21 DETAIL AT THE TOP OF THE ACCESS LADDER Y, W12 (2)-4x3%x%6 x 8%" LONG BENT PLATES FOR ACCESS LADDER CONNECTION TO THE _ - WITH (3)-3/4"0 A325-SC (SUP NEW WOOD FRAMING. SEE THE W21 CRITICAL) BOLTS EACH LEG, TYP. MANUFACTURER'S CUT SHEET FOR THE M x - - I ACCESS LADDER PROVIDED ON THIS SHEET 6" 3 T 0 8" = 2'-0" "' FOR INFORMATIONAL PURPOSES ONLY. i 1�4" TYP. MEZZANINE LEVEL TYP. 1111111111111711111 1111111111111111777,F1 Yz"x8"x7%" STEEL PLATE WELDED TO WEB OF W21 (SKEW CUT AS REQUIRED), TYP. B.S. OF W21 �� ATTACH LADDER TO MEZZANINE FLOOR 1%"0 SCHED. 40 GALV. STEEL I , TYP. TO PREVENT MOVEMENT (CONNECTION REMOVABLE RAILING EACH SIDE 8 TYP. DETAILS BY CONTRACTOR) 1/4 / L2Yx2Yx34 WELDED TO C10's FOR I W12 ACROSS W21 EDGE SUPPORT OF GRATING SECTION THROUGH EXISTING ROOF L4x3%x5/16 x 5%" LONG WITH I 3 SIDES TYPICAL MOMENT CONNECTION DETAIL 3 HATCH AND NEW ACCESS LADDER (2)-3/4"0 A325 BOLTS EACH LEG 2 SCALE: 1" = 1'-O" S-3 SCALE: 3/4" = 1'-0" W21 BEAM (SEE PLAN) STEEL PLATFORM GRATING (SEE PLAN) 2 8" TYP. N TOP OF GRATING PARAPET PENETRATION NOTES' -� 1.) CONTRACTOR SHALL WATERPROOF THE m 3/8" FULL-HEIGHT STIFFENER WELDED PARAPET PENETRATIONS AS REQUIRED WITH C-0 — - ---------------- LO ON THREE (3) SIDES (OPPOSITE SIDE OF STIFFENER, CAP PLATE, HSS4x4 POST, BASE BITUMINOUS COATING/ROOFING CEMENT. „ ' ------------------J 'I N BEAM-TO-BEAM CONNECTION ONLY) PLATES, EXISTING W30x99 AND EXISTING STEEL COLUMN CONTRACTOR SHALL BE RESPONSIBLE FOR 1 Y” o m MAKING THE PENETRATIONS WATERTIGHT. TYP. to ----------------- x— (2)-3/4"0 A325 BOLTS (7" O.C.) ASVIDE PER DETAIL ON THIS SHEET. 2,) PAINT EMBEDDED PORTIONS OF STEEL STIFFENER BEARING PLATE, ANCHOR n SPACED B W21 BEAM GAGE (3%") � RODS AND EXISTING 8 CMU WALL NEW HSS4x4x POST WITH TWO (2)-COATS OF BITUMINOUS PAINT. r m 3/4"x6%"x10" CAP PLATE i (2)-C10x15.3 SPACED 0 3'-0" CLR. " Z N N REMOVE ROOFING MEMBRANE, RIGID INSULATION „ 1 --------------- R m 8 WIDE x 3'-0" LONG GALV. -- ------------ AND METAL ROOF DECK AS REQUIRED TO FILL BEAM POCKET SOLID WITH NEW OR REUSED BRICK. ALIGN END OF BEAM WITH STEEL TREAD WITH 11/i"x3 16" 3� TOP OF NEW STEEL I EXPOSE EXISTING OPEN WEB JOIST SEATS AND BACK EDGE OF BEARING PLATE. / TYP. ------ --- TOP FLANGE OF EXISTING W30 STEEL BEAM. WATERPROOF BOTH SIDES OF BEAM POCKET � BEARING BARS, TYP. W21 REPAIR ROOFING MEMBRANE, RIGID INSULATION ROOF LEVEL ---- - 4 GENERAL REVISIONS 7/17/15 AND METAL ROOF DECK AS REQUIRED AROUND �" COMPRESSIBLE FILLER ALL AROUND BEAM, PROVIDE SIKAFLEX 1a OR APPROVED EQUAL. ROOF PENETRATION AFTER POST INSTALLATION. HSS4x4x% GALV. 3 ISSUED FOR BUILDING PERMIT 4/15/15 TOP OF NEW STEEL j .',.;... " CLOSURE PLATE STEEL SLEEPER (2)-3/4"0 A325 BOLTS 0 10" O.C. (CENTERED PROVIDE P.T. 2x SILL AND SHEET METAL CAP ATOP PARAPET WELDED TO C10 60 MIL EPDM SHEET 2 ISSUED FOR CONSTRUCTION 8/4/14 is " I EXTENSION FOR 2'-8" LIMITS OF BEAM POCKET PARAPET ABOUT PLATE), TYP. FIELD DRILL /s 0 HOLES IN W2, I "��"'� `� BUILD-UP TO MATCH EXISTING SEE PLAN POCKET/ UNDER SLEEPER (�'� TYP. T&B TOP FLANGE OF EXISTING W30 BEAM FOR BOLTS. I ° "" ( ) v ISSUED FOR REVIEW 7/21/14 /a " " " S.S. OR GALV. ;,.:' ;+.' BUILD UP EXISTING BUILDING FACADE WITH NEW BRICK CCESS STAIRS DETAIL 1�/i x8 x13 LONG BASE PLATE HEAVY HEX NUT Z l.= -, . maw _ AND GROUT TO MATCH EXISTING ONE (1)-BRICK D44 ALE: NONE OCT 2 2015 J Na ISSUE OR REVISION DATE o (2)-8"x4'h"x1 " PLATES (ON BOTH ;: : ;; COURSE MINIMUM ABOVE TOP OF NEW STEEL. N i I Southold Town A� I �A SIDES OF EXISTING OPEN WEB JOIST �� I REMOVE EXISTING P.T. 2x SILL AND SHEET METAL CAP 9 N� use, reproduction or dissemination may be made of this drawing Planning Board SEATS) TACK WELDED TOGETHER , and the conce is set forth without the rlor written consent of -H ATOP PARAPET FOR 4'-0" LIMITS OF BEAM .-,� p p ``' BITUMEN Structural Consulting Services, P.C. Co i ht c 2015 i I � '' -•:.�•' POCKET/PARAPET BUILD-UP (SEE PLAN) O --------- i r-� --- -i 10" POST . SHEET METAL PAN I EXIST. ROOF SURFACE 1 7„ 3/8 2" MIN FULL-HEIGHT STIFFENER WELDED PROJECT TITLE NEW RUBBER MEMBRANE �� ON THREE (3) SIDES B.S. OF W21 BEAM FLASHING :'r;;�,r,,,,F ------------- --- COMPATIBLE WITH EXISTING TO 4 „ Irl,, SKEWED TO BE PARALLEL WITH WALL z Z • ' New York SMSA R 1..qw FELT STRIPPING HSS4x4x% POST I i MATCH EXISTING (BY CONTRACTOR) 16 ' TO SEAL WATERTIGHT. +:' ^'• �� 19%6"x24" GALV. STEEL BEARING «:'''�; .1 . '• _ Limited Partnership 3/4"x6%"x10" - - 1�� ?5 PLATE CENTERED ON CMU EXISTING INSULATION •'." d/b/a VERIZON WIRELESS CAP PLATE I i EXIST. ROOF SURFACE U:l ;.. ' „ c`Ea �+r 1 MAX. H.S. NON-SHRINK GROUT TO LEVEL SITE: MATTITUCK RELO FELT SHEETS LAYER OF CEMENT MORTAR g ---------------------------------- ,r�,•.w� - Y� SET IN BITUMEN 1000 PIKE STREET "0 A325 BOLT, EXISTING RIGID INSULATION (2)-5/8"0 S.S. OR GALV. THREADED RODS 0 21" O.0 MATTITUCK, NY 11952 TYP. FOR (4) (CENTERED ABOUT PLATE) THROUGH 13/16"0 HOLES EXISTING RIGID INSULATION s IN BEARING PLATE WITH HILTI HIT HY70 ANCHORING EXISTING METAL ROOF DECK EXISTING MEMBRANE ROOFING DRAWING TITLE ADHESIVE WITH SCREEN TUBES IN 27/32"0 DRILLED SECTION A—A i i HOLES WITH 12" MIN. EMBEDMENT IN CMU NOTE: EXISTING A % " - " , I FILL ALL NEW CMU CAVITIES SOLID WITH H.S. 1.) CONTRACTOR SHALL MAKE ALL ROOF PENETRATIONS WATERTIGHT EQUIPMENT PLATFORM 20K3 OWJ EXISTING SCALE: 1 1 -0 i I WITH PITCH POCKETS OR OTHER APPROVED MEANS. DETAILS AND ROOF � i ,.,:.Y,,; NON-SHRINK GROUT DOWN TO ROOF LEVEL FOR ENTIRE LENGTH OF BEAM PIER. ACCESS LADDER DETAILS 2.) THIS IS A SUGGESTED DETAIL. CONTRACTOR MUST VERIFY 3 SIDES EXISTING EXISTING 20K3 OWJ I EXISTING 4" BRICK MASONRY VENEER EXISTING ROOFING SYSTEM IN FIELD AND CONSULT A ROOFING TYP Y W30x99 3/8" THICK FULL HEIGHT STIFFENER i MANUFACTURER AND/OR EXPERIENCED ROOFING CONTRACTOR FOR CENTERED OVER WEB OF EXISTING COLUMN i � _ EXISTING 8" CMU WALL APPLICABILITY TO EXISTING ROOFING SYSTEM. CONTRACTOR SHALL BELOW AND WELDED ON THREE (3) SIDES, I MODIFY OR REPLACE THIS DETAIL AS NECESSARY TO PROVIDE A TYP. BOTH SIDES OF EXISTING W30 (IF NOTE (SEC110N EXISTING STEEL MECHANICALLY 2): I RM WATERTIGHT SEAL, COMPATIBLE WITH THE EXISTING ROOFING SYSTEM, REMOVE ANY PAINT, ETC. I THERE IS NO EXISTING STIFFENER PRESENT THIS SECTION IS APPLICABLE AT TWO I REPAIR AND FLASH AROUND NEW AROUND ROOF PENETRATIONS. SEAL SCALE PROJECT NO. , I �. :.. BEAM TO MAKE WATERTIGHT. j �. ' CENTERED OVER COLUMN BELOW) 2 LOCATIONS TOTAL. SEE FRAMING � 't<,. AS NOTED VER0798 WITHIN AREAS OF WELDING. O I CONTRACTOR SHALL BE 3. ALL ROOFING WORK SHALL BE PERFORMED BY THE BUILDING � PLAN ON SHEET S-3 FOR LOCATIONS. ) H Fes`® DRAWN BY DRAWING NO. EXISTING STEEL BUILDING COLUMN RESPONSIBLE FOR WATERTIGHT OWNER'S APPROVED ROOFING CONTRACTOR SO AS NOT TO VOID ANY INSTALLATION OF BEAM POCKET. �� �- ` EXISTING ROOF WARRANTIES. � � GS �. ` 2 TYPICAL BEAM POCKET SECTION ) CHECKED BY TYPICAL PITCH POCKET DETAIL ,� sx JHF 1 NEW POST SECTION s-3 SCALE: ," _ ,'-o" 5 �� � C� DATE S 3 SCALE. 1 = 1 0 SCALE. NONE S4 T ;D3� R ��P�'� 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 TOP OF WHIP ANTENNAS (BY OTHERS) ELEV. 132'-6"± AGL M/EJP ENGINEER: WHIP ANTENNA OF OTHERS (SHOWN SCHEMATICALLY), TYP. (PROPOSED BY OTHERS UNDER SEPARATE APPLICATION) CB REEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 TOP OF TELECOMMUNICATION UNIPOLE (BY OTHERS) ELEV. 120.0'± AGL WESTPORT, CT 06880 ELEV. 120'-0"± AGL rl CENTERLINE OF VERIZON WIRELESS' 'I! CONCEALMENT—CYLINDER AND PANEL ANTENNAS _ _ —A_ I VERIZON WIRELESS' 10' ELEV. 115'-0tA6L ;! CONCEALMENT �! CYLINDER CLIENT: ELEV. 110.0'± AGL NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED in, ^ WITHIN 10' HIGH FIBERGLASS CONCEALMENT CYLINDER (ONE (1) TIER OF THREE (3) PANEL ANTENNAS fl. n TOTAL). REFER TO ANTENNA ORIENTATION PLAN ON ��� F r m SHEET S-1 AND THE UNIPOLE DRAWINGS BY OTHERS 11 Ti!1111111 < m n N FOR MOUNTING DETAILS AND ADDITIONAL INFORMATION. ! ii ! ; < z Z 1111111 z Uiliu p C 1 Zrn wireless n n H 10 0 viii! i H' FF r,n U13UO=a�-,.N FUTURE PANEL ANTENNAS (OF OTHERS) Fn MOUNTED WITHIN FIBERGLASS CONCEALMENT !full c 4 CENTEROCK ROAD CYLINDER, TYP. (SHOWN SCHEMATICALLY) �„ r- WEST NYACK, NEW YORK 10994 fi I II I 1 li i! MT111 u i1i u NEW VERIZON WIRELESS (12)—J"O ANTENNA CABLES — ROUTED INSIDE UNIPOLE UP TO ELEVATION OF ANTENNAS. SUPPORT ANTENNA CABLES FROM 1 WITHIN UNIPOLE WITH TYPICAL HOISTING GRIPS 1 (PER DETAIL ON SHEET S-1) AS REQUIRED. I I EXISTING WOODEN UNIPOLE (NOT SHOWN FOR CLARITY) TO BE REMOVED AND REPLACED WITH j NEW 120-FOOT TELECOMMUNICATION UNIPOLE 1 (BY OTHERS UNDER SEPARATE APPLICATION) I I I I I I I 1 I I 1 I I 1 I I I 1 I I I I I I I I 1 I I 1 1 I I NEW SCREENING ENCLOSURE WITH EQUIPMENT 1 CABINETS AND PLATFORM WITHIN (GENERATOR BEHIND) 1 I NEW GPS ANTENNA, TYP. FOR (4). PAINT GPS 1 TOP OF EXISTING CUPOLA ANTENNAS AND MOUNTS WITH RF—TRANSPARENT I GENERAL REVISIONS 7/17/15 PAINT TO MATCH EXISTING BUILDING FACADE. ELEV. 53'-4"± AGL 6 UPDATED 6/30/15 TOP OF NEW GPS ANTENNAS 1 j _ 5 ISSUED FOR BUILDING PERMIT 4/15/15 ELEV. 33'-2"± AGL 1 I TOP OF NEW SCREENING ENCLOSURE i B 4 REVISED PER COMMENTS 1V20/14 1 TOP OF EXISTING ROOF RIDGE EXISTING FEATURES SHOWN ON THIS SOUTH BUILDING ELEVATION ELEV. 31'-2"± AGL 11 111111 11 IT 11 11 IH� % ELEV. 44-1"± AGL WERE TAKEN FROM LIMITED FIELD MEASUREMENTS TAKEN ON APRIL 3 GENERAL REVISIONS 9/24/14 1 18TH, 2013 AND FROM A DRAWING OF THE BUILDING ENTITLED 11 IIITII 111111 111 11 1 11 Til II IT II "PARTIAL REAR ELEVATION & WEST SIDE ELEVATION" (SHEET A-6) TOP OF YAGI ANTENNA (BY OTHERS) i11 11 11 PREPARED BY FRANK G. RELF, A.I.A. ARCHITECT, 520 2 ISSUED FOR CONSTRUCTION 8/4/14 1 BROADHOLLOW ROAD, MELVILLE, NY 11747 DATED AUGUST 28TH, ELEV. 25'-0"± AGL 1 F TOP OF EXISTING PARAPET 1 I TO 1H1995 ERELF MATIITUCK FIRESDISITRIC�FACDILDITYONS ON THE PROPERTY. 1 ISSUED FOR REVIEW 7/2VIit ELEV. 22'-3"± AGL FFH 1. f.........................._,..... ..,................._.....:........:.....:.....:.................,....:. ._.f_.....:.........,.....:...:.. ] 7 ; tYs.,. ....:. ___��____�__ — --- — --- — — ----- --.�. ;__rte _ r� Na ISSUE OR REVISION DATE ............. __� ____ l `r.......<...1 :�T....:.. H�H- _ 1..................1... I . _ �.. No use, reproduction or dissemination may be made of this drawin - — -.. .'._ :...`...:.....................:.........._....,.....:....:.....::_ :...;...._::......:_® . _..-:.... r written consent of .......... 4� ....... —7-7- Structural_........-....;....I oncepts s the prio �rL........................:....._:........_;....T.....;::1........:........,. ,.....,................_:......_.._.:..._._:._r. .,.. ......._ ( a.. . .... ......_L....._+.... ........... : - � : forth without Co i ht©2015 ..... _...7....., or Consultin Sery r I ; l. ... ..C. 7. i... ...._..__._i...._: i . .C.. ..1.... i....i_.. .... ._.....]. r ;.:...:: i i ,...... ... .. i '�;�(..-':-. ... ...: I . :...I ., . .. .... _� . , ,.... i.. . PROJECT TITLE _L..._._....1_. i....... 1 .._....................:..........1........:........... t. ; ]........ I 1 . ..........:..... L................L..:............C........;........ ..:.........._:..:.1......._._:..:.._`...1........i....V............ 1.......i........_!...:......;........:.......i....:................. .. r. 1 _.__._ _ _..__.r rt 1 : I . , L -- L. _ w_ _.....-....... 1 , New York SMSA L._..._..._.._ I........ _: .:_ ___ .._ __.... :i ._ ]_ . ] . . Partnership i .. _ , .... ............ Limited l.. O i 7 7 *'**' __I _____. : r , _ _ ._-- -- _ _ rl- _ _ �— _-- _ /a VERIZON WIRELESS 1 _ !.. _ O T;. F1 , .......... , i .._....I_. ....t..........i..........A1------ A ._.....i.......i..........__.......:_......:...... ......1........t......1...........i...._....A.._.LLL1 ..._.l._...__......i.:.._L..._.'....... ............i...�...:........ ..J........i.._,._.�... _.i....:...:........,.......:........_i....... .... 10 , : 1000 PIKE STREET _. '._.- Lam_: a.:_l.._i. 1 - -! �. r VEL _1 .. : : .:. _: .. , r. �. :.....I. � .r. . . ._, � : _T ( �.��_..� ..� `—`7. , EXISTING GRADE LE p .. : i I Ti ; 2 : : MATTITUC NY 1195 0 AGL :..._;._.]_....:.......:..... ....:.......:........:_. ,_... , . ..... .:..... . . . _. , ...... L.. ....... ELEV. 0 / \ \ \ \ \ \ \ \ \ 8'± (N VD '29) \/\/\/,\/\/,\ \/\ / /i y DRAWING TITLE (4)—ELECTRIC METER BANK WITH DISCONNECTS ON UNISTRUT FRAME (BY OTHERS). SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. SOUTH BUILDING ELEVATION NEW GAS PIPE ROUTED ALONG OUTSIDE FACE OF BUILDING AND PAINTED TO MATCH EXISTING BUILDING FACADE, TYP. SEE PLUMBING DRAWINGS FOR FURTHER DETAILS. (:D�-SOUTH BUILDING ELEVATION SEAL SCALE PROJECT NO. SCALE: 1/8" = 1'-0" ' � �'`r DRAWN BY AS ED DwawlN R07�98 OCT 2 9 2015 � ` GS Southold Town Planning Board ; �i In i' CHECKED BY FF� JHF DATE S 5 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 PLUMBING SPECIFICATIONS TEL:203.740.7578 FAX:203.775.5670 A. GENERAL: M/E/P ENGINEER: B. SPECIAL CONDITIONS 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 1 SUBSTITUTIONS CB BRE, ASSOCIATES, P.C. COMPLETE AND OPERA71NG SYSTEM INCLUDING ALL SYMBOL LIST: LABOR, MATERIALS AND EQUIPMENT NECESSARY AS INDICATED A. DUE TO THE NATURE OF THIS SYSTEM AND OTHER SIMILAR SYSTEMS IN USE BY THE OWNER, THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS SPECIFIED. ON DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUBSTITUTIONS SHALL NOT BE CONSIDERED AT THIS TIME UNLESS DIRECTED BY OWNER. J�L 46 RIVERSIDE AVENUE TEL 203-866-1471 I I PLUG VALVE 2. THE CONTRACTOR SHALL PERFORM ALL CUTTING, 2 SCHEDULING WESTPORT. CT 06880 DEMOLISHING, REMOVAL, DISPOSAL, PATCHING, SEALING, -III- UNION RESTORATION, AND ALL ELSE REQUIRED TO COMPLETE THE A. ALL WORK WITHIN LIVE ELECTRIAL PANELS SHALL OCCUR DURING r-�--i PIPE DROP MECHANICAL INSTALLATION. HOURS ACCEPTABLE TO THE BUILDING OWNER B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY SYSTEM PIPE RISE 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE SHUT-DOWNS WITH OWNER, AND AFFECTED TENANTS. ALL SHUT-DOWNS TO BE PERFORMED AFTER HOURS. THERE SHALL BE NO EXTRA COST SUBMITTED BY THIS CLIENT: ��"N' ��� �� A� �' OtiF�R � PUSH BUTTON SWITCH HAVING JURISDICTION. CONTRACTOR FOR WORK PERFORMED AFTER HOURS. AFTER HOURS WORK SHALL BE INCLUDED IN THE BASE BID. 4. THIS CONTRACTOR SHALL PAY ALL FEES AND TAXES, OBTAIN C. ATTEND WEEKLY MEETING, ISSUE MINUTES OF THE MEETING WITH THE ALL PERMITS AND APPROVALS, FIE THE REQUIRED DOCUMENTS APPROPRIATE ACTION ITEMS AND DATES. AND CAUSE ALL INSPECTIONS. D. INTERFACE WITH OWNER AND ALL OF THEIR CONTRACTORS, VENDORS AND E&A FIRMS. 5. SHOP DRAWINGS OF THE FOLLOWING SHALL BE SUBMITTED E. KEEP OUR MANAGER OR SITE TECHNICIAN INFORMED OF ALL PLANNED ACTIVITIES, BEFORE THE DATE, TO THE OWNER'S PROJECT REPRESENTATIVE FOR APPROVAL PREFERABLY 5 DAYS AT THE VERY LEAST. GAS PIPING GENERAL NOTES PRIOR TO INSTALLATION: F. TWO DAYS ADVANCE NOTIFICATION OF ALL DELIVERIES TO THE SITE, SEVEN (7) DAYS ADVANCE � ..W' vvireless A. LAYOUT OF ALL EQUIPMENT. NOTIFICATION OF SHUT DOWNS. 1. GAS PIPING HAS BEEN DESIGNED AND SHALL BE INSTALLED Vj E IN ACCORDANCE WITH THE NEW YORK STATE CONSTRUCTION CODE B. DIMENSIONED AND DETAILED PIPING LAYOUT. G. ATTEND A PRE-CONSTRUCTION MEETING TO BE HELD AT THE AND IN ACCORDANCE TO NFPA 54. C. MANUFACTURER'S SPECIFICATIONS OF ALL JOB SITE OR IN THE AREA WHERE THE INSTALLATION WILL TAKE PLACE. 2. GAS PIPE SIZING IS BASED ON TABLE 402.4 IN THE 4 CENTEROCK ROAD EQUIPMENT SPECIFIED, NYS FUEL GAS CODE. A MAXIMUM PIPE D. DETAILED CONTROL WIRING DIAGRAMS 3 WORK PREP LENGTH OF 200 FT. HAS BEEN USED FOR THIS DESIGN. WEST NYACK, NEW YORK 10994 A. PRIOR TO THE START OF THE PROJECT, ALL WORKERS WILL BE BRIEFED ON THESE SAFETY 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE 6. ALL PIPE HANGERS SHALL BE ATTACHED TO THE BUILDING STRUCTURE. PROVIDE TRAPEZE SUPPORTS AS REQUIRED. REQUIREMENTS AND PROVIDED WITH A REVIEW OF THE METHOD OF PROCEDURE. WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG B. INSURE AVAILABILITY AND ACCESSIBILITY OF ON-SITE FIRE EXTINGUISHERS, SAFETY EQUIPMENT BOARDS THE FULL SIZE OF THE SUPPLY PIPE, A 100% SHUT-OFF GAS 7. AS-BUILT DOCUMENTS - AND FIRST AID STATIONS. COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE DRAWINGS SHOWING ALL PIPING, CONTROLS AND C. ALL CONNECTIONS, TESTS MEASUREMENTS AND ADJUSTMENTS SHALL BE DIRECTLY WITNESSED BY A GALVANIZED STEEL PIPE. EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER AT THE OWNER APPROVED PROJECT SUPERVISOR. 4. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE COMPLETION OF THE WORK IN AUTOCAD 2000 FORMAT. REQUIREMENTS OF "STANDARD PRACTICE FOR PIPE HANGERS 4 START UP OF SYSTEMS AND SUPPORTS- MATERIALS, DESIGN AND MANUFACTURE: 8. THE DIGGING OF HANGERS, CHOPPING, CORE DRILLING, ANSI/MSS SP-58. ALL PIPE SHALL BE SUPPORTED FROM THE A. PRIOR TO START-UP OF THE SYSTEMS, THE CONTRACTOR SHALL CHECK ALL BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER . WORK IN OTHER TENANT SPACES OR OCCUPIED AREAS, WORK COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL CONNECTIONS. CREATING FUMES ETC. OR WORK DEEMED BY THE OWNER TO BE A AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 5. COMBUSTION AIR AND VENTILATION REQUIREMENTS SHALL BE NUISANCE TO OTHER TENANTS SHALL BE DONE AFTER WORKING FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL PROVIDED IN ACCORDANCE TO NFPA 54- SEC 5.3 AND THE BOCA ADJUSTMENTS AS NECESSARY. NATIONAL MECHANICAL CODE. HOURS AT NO ADDITIONAL COST. B. FACTORY REP TO BE ONSITE TO COMMISSION SYSTEM. 6. GAS SUPPLY PRESSURE = 5 INCHES WATER GAUGE (0.18 PSIG).9. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS AND VERIFY WITH LOCAL GAS UTILITY IN THE FIELD PRIOR TO INSTALLATION. FLOORS SHALL BE FIRE STOPPED WITH 3M FIRESTOPPING 5 OPERATION AND MAINTENANCE INSTRUCTIONS 7. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED MATERIAL. PROVIDE PIPE SLEEVES FOR LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS OR ALL PENETRATIONS, SEALED WITH AN APPROVED FIRESTOP. A. SUBMIT TO THE ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM ABOVE CEILING LOCATIONS. 10. THIS CONTRACTOR TO FURNISH A ONE YEAR GUARANTEE ON INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS; 8. ALL GAS VENTS FROM PRESSURE RELIEF OR PRESSURE PARTS AND LABOR ON INSTALLATION FROM THE DATE OF OWNER REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. LIMITING DEVICES SHALL BE PIPED THE FULL OUTLET SIZE AND ACCEPTANCE AND A FIVE YEAR COMPRESSOR WARRANTY WHERE CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION SHALL BE FITTED WITH AN AGA APPROVED FITTING WITH INSECT AVAILABLE. AND RE-START TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. SCREEN. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. B. DOCUMENTATION/TRAINING - CONTRACTOR SHALL FURNISH A COMPETE SET OF MANUALS 3-RING 9. BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR 11. CONTRACTOR TO FURNISH ALL NECESSARY CONTROLS, BINDER (3 COPIES) OF DRAWINGS AND A DETAILED DESCRIPTION OF THE OPERATION OF THE PLANT. SIDES OF THE HORIZONTAL LINES AND NOT THE BOTTOM. STARTERS, PUMPS, MOTORS, PANELS AND RELAYS, ETC. FOR A THE WRITING SHALL BE IN THE FORMAT SO THAT A FIELD PERSON CAN UNDERSTAND AND RELATE TO FULLY FUNCTIONING SYSTEM. EACH SEPARATE DEVICE, INDICATING LIGHTS, METERS, CIRCUIT BREAKERS ETC. THIS SHOULD BE A 10. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED FUNCTIONAL WRITE-UP NOT AN ENGINEERING DOCUMENT. TRAINING SHALL INCLUDE A COMPLETE TOGETHER. WALK-THRU IDENTIFYING EACH AND EVERY COMPONENT, INSTRUCT ON HOW TO IDENTIFY PROPER OPERATING 12. PROVIDE BAKOUTE LABELS TO IDENTIFY ALL NEW EQUIPMENT. CONDITIONS, AND PERFORM A VISUAL INSPECTION ON WHAT TO LOOK FOR TO PREVENT PROBLEMS. • TESTING: INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN DO NOT INCLUDE TROUBLESHOOTING. TRAIN THE PERSONNEL ON OPERATION OF THE FUEL SYSTEM AND 13. ALL REQUIRED SHUTDOWNS OF BASE BUILDING SYSTEMS FOR THE GENERATOR UNDER VARYING CONDITIONS. ACCORDANCE TO NFPA 54 - PART 4 AND ALL LOCAL REQUIRE- CONNECTION MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD M CONNECTION OF TENANT SYSTEMS MUST BE PRIOR APPROVED AND COORDINATED WITH THE BUILDING MANAGER. THIS CONTRACTOR SHALL C. MATERIALS OF 2 HOURS. ASSUME ALL FEES REQUIRED BY THE OWNER TO ARRANGE AND 1 PIPING AND ACCESSORIES SUPERVISE THE SHUTDOWNS. 14. THE CONTRACTOR SHALL VISIT THE SITES OF WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL A. GAS PIPING AND SPECIALTIES CONDITIONS AND LIMITATIONS. 15. VERIFY ALL CONDITIONS, ALL NEW DUCTWORK, PIPING AND EQUIPMENT TO BE COORDINATED WITH 1. PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE EXISTING DUCTWORK, PIPING AND EXISTING CONDITIONS. ASHRAE GUIDE AND GENERALLY ACCEPTED INDUSTRY STANDARDS. 16. ALL EXISTING EQUIPMENT, PIPING AND CONDITIONS AS INDICATED ARE APPROXIMATE AND EXACT CONDITIONS MUST BE VERIFIED IN FIELD. 2. ALL PIPING TO BE SUPPORTED FROM THE BUILDING STRUCTURE WITH GRINNELL HANGERS. 17. ALL WORK SHALL CONFORM TO BASE BUILDING STANDARDS. 3. ALL PIPING SCHEDULED TO BE REMOVED OUTSIDE OF THE DESIGNED 18. THE CONTRACTOR TO COORDINATE WITH THE BASE BUILDING MANAGEMENT AS TO THE PREMISES IS TO BE ARRANGED FOR IN ADVANCE WITH THE LANDLORD. DELIVERY OF EQUIPMENT AND SCHEDULING OF WORK AS NOT TO INTERFERE WITH THE OPERATION TENANT CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DAMAGE AND OF THE OCCUPIED FACILITIES. ALL SHUTDOWNS OF THE EXISTING BUILDING SYSTEMS FINISHES IN OTHER TENANT SPACES AND CLEANUP. PIPING MUST BE OR WORK OUTSIDE OF THE DEMISING AREA SHALL BE STRICTLY COORDINATED WITH THE BUILDING IDENTIFIED WITH TENANT NAME AND SERVICE. THIS CAN BE VIA MANAGEMENT PRIOR TO BIDDING. PLASTIC OR ENGRAVED TAGS. 19. ALL POWER AND LINE VOLTAGE WIRING TO BE DONE BY ELECTRICAL CONTRACTOR 4. ALL NEW PIPING SHALL BE LABELED AND IDENTIFIED USING PIPE MARKING 3 ISSUED FOR BUILDING PERMIT 4/15/15 BASED UPON DIAGRAMS FURNISHED BY MECHANICAL CONTRACTOR. SYSTEMS AS MANUFACTURED BY BRADY, OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF ANSI A13.1-1981 STANDARD. YELLOW BAND WITH 20 MATERIAL AND WORKMANSHIP BLACK MARKING ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL 5. PROVIDE 1 1/2" DIAMETER SOLID BRASS VALVE TAGS WITH 1/4" CHARACTERS. 2 ISSUED FOR CONSTRUCTION 8/4/14 MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE TAGS SHALL BE AS MANUFACTURED BY HANSON COMPANY OR APPROVED MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE EQUAL AND SHALL MEET THE REQUIREMENTS OF A13.1-1981-3.4. 1 ISSUED FOR REVIEW 7/2h4 AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT 6. NEW EXTERIOR AND EXPOSED INTERIOR GAS PIPING TO BE PAINTED WITH TWO COATS SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OF OIL-BASED ENAMEL, COLOR AS DIRECTED BY OWNER. NO. ISSUE OR REVISION j DATE RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE PERFORMANCE OF THE WORK SHALL BE FURNISHED BY THIS CONTRACTOR. 7 NATURAL GAS PIPING AND FITTINGS No use, reproduction or dissemination may be made of this drawing MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, and the concepts set forth without the prior written consent of AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. A. INTERIOR GAS PIPING SHALL BE 21 INSPECTION OF SITE SCH. 40 BLACK CARBON STEEL, ASTM A53 OR 636.10 IStructural-ConsultingServices, P.C. Copyright@2015 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK 1. FITTINGS: ASTM 816.3, MALLEABLE IRON, OR ASTM PROJECT TITLE DURING THE BID WALK-THRU OR AS OTHERWISE ARRANGED WITH LOCAL STAFF AND A234/A234M, WROUGHT CARBON STEEL AND ALLOY STEEL BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE WELDING TYPE New York SMSA DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 2. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI B31 Limited Partnership 22 CLEANING B. PLUG VALVES: WALWORTH MODEL 1796, CLASS 150 DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE CAST IRON BODY AND PLUG, FLANGED ENDS d/b/a VERIZON WIRELESS REMOVED FROM THE PREMISFS DILY TOSHALL BE CONTRACTOR SHALL COOPERATE AN MAINTAINING PREVEN REASONABLY CLEAN PREMISES AT ALL ACCUMULATION. THEC INSTALL DIELECTRIC FITTINGS. EXTERIOR EXPOSED GASNBETWEEN CHANGES NPPED MATER AL SANIZED PIPE. SITE: MATTITUCK RELO TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A NY 11952 D. EXTERIOR BURIED GAS PIPING SHALL BE SCHEDULE 40, COATED PER CON 1000 PIKE STREET FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. 7 CONTRACTOR EDISON SPECIFICATION G-8062, AND JOINTS COATED PER SPEC G-8209. K, SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELL ECTRICAL PIPING SHALL BE BURIED BETWEEN 24 AND 36" WITH "WARNING-BURIED MATTITUC CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED 2" ABOVE PIPE. BACKFILL SHALL BE IN FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO GAS LINES BELOW" TAPE ACCORDANCE WITH CON E11 SPEC EO-1181. THEIR ORIGINAL CONDITION. DRAWING TITLE ALL STEEL UNDERGROUND PIPE TO HAVE ELECTRICAL BONDING ACROSS ALL 23 DIMENSIONS AND LAYOUTS COMPRESSION COUPLINGS AND FITTINGS PER CON ED SPECIFICATIONS THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF EO-4718 AND EO-4134. MAGNESEUM ANODES SHALL BE ATTACHED TO THE STEEL PIPE USING THE THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO DRAWING EO-14134. ONE ANNODEODE FOR EACH 100 FT OR ESS. T WELD PROCESS PER CON EDISON PLUMBING BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB GAS PIPING ENTERING THE BUILDING SHALL BE INSTALLED THROUGH WALL SPECIFICATIONS C MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SLEEVES IN ACCORDANCE WITH CON EDISON EO-16629 OR EO-4890. D (� [��J REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE U FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. �I OCT 2 9 2015 'Town Planr 'Ioard SEAL m `"` SCALE PROJECT NO. - Planr g� ES Fq � AS NOTED VER0798 /YF� "Mk DRAWN BY DRAWING NO. CBB CHEC KED BY CBB c� DATE ®PPSSIt *� 7/16/14 U I S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C.— TEL 203-866-1471 MEN'S WESTPORT, CT 06880 RA DID RL711M RL]L7M WOMEN'S ROOM CLIENT: TDIL E T EL EC, S TL7RA GE EXISTING GAS METER, TYP, �r1M �,,7wireless 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 GENERA TOR Room 0 TRAINING RDOM C::1 cj:� __F1 EXISTING CONCRETE APRON -NEW GAS METER \*—CONNECT NEW 2" GAS PIPING TO EXISTING MAIN AHEAD OF EXISTING METERS. CONTINUED ON GROUND FLOOR PLUMBING PLAN GAS PIPE SUPPORTED OFF ROOF ON LJ U_ NEW GAS PIPING RUNNING ALONG NON—PENETRATING ROOF SUPPORTS t BUILDING FACE BETWEEN 1ST AND 2ND FLOOR WINDOWS AND PAINTED TO MATCH BUILDING FACADE. ........................................................................... CONTINUED ON N111—ROOF PLAN F" ,L;T [� � ---� CHIEF'S OFFICE STORAGE S TORA GE 50 KW GAS GENERATOR WITH CL_ --------- ............... SOUND ENCLOSURE AND VIRRATION 4- 1 1 ISOLATION R)N ------ ................... ..................... T -------------------I --------------- 1 0 ZGAS PIPE UP INTO BOTTOM TTOM _......................................... ..... OF GENERATOR ENCLOSURE. 1 — �4_ ----------------- Z............. ---------------------- J GENERAL REVISIONS 7/17/15 T ........................ 3 ISSUED FOR BUILDING PERMIT 4/15/15 CQ) 0 APPARATUS BAY 2 ISSUED FOR CONSTRUCTION 8/4/14 : :::W. 1 ISSUED FOR REVIEW 7/21/14 0 1 EXISTINI No. ISSUE OR REVISION DATE MAINNo use, reproduction or dissemination may be made of this drawing and the concepts set forth without the prior written consent of _ E Structural Consulting Services, P.C. Copyright(D 2015 6 A R A G PROJECT TITLE RP11F New York SMSA ------------------- ------------ Limited Partnership .....................__J L—--------- .................----------------- d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO N 1000 PIKE STREET MATTITUCK NY 11952 MN DRAWING TITLE 131/2; PLUMBING GROUND FLOOR & ROOF PLANS GRAPHIC SCALE GRAPHIC SCALE W-0. 0 4'-0' 81-01 16'-0' 0 4--0' 81-01 16'-0' SEAL SCALE PROJECT NO. [_7_3 AS NOTED VER0798 OCT 2 9 2015 T71- DRAWN BY DRAWING NO. !p R�PLUMBING PLAN � ����qE R0OF�PLUMBlNG PLAN ;, CBBsc /�� Southold Town s � It z Planning Board �tt 1 1,1 f 11 1 V CHECKED BY 71� . ....... CBB P ztl� 0 DATE o�PSS67/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 STEEL CONDUIT PIPE CLAMP OR PIPE PIPING/CONDUITS W/ GALVANIZED CLAMPS AND FASTENERS M/E/P ENGINEER: 3M FIRE BARRIER SEE ROOF PLAN FOR QUANTITY FLOOR CLAMP P 25WB+ CAULK 4'X4" GALVANIZED TUBE SLEEPER 0 6'-0" O.C. o o LENTH AS REQUIRED FOR QUANTITY. CB BREEN ASSOCIATES, P.C. • D CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. 46 RIVERSIDE AVENUE TEL 203-866-1471 v I III v v vWESTPORT, CT 06880 c „ EXISTING ROOF . p CLIENT: o' o PIPING CONDUIT SUPPORT DETAIL N.T.S. MINERAL WOOL PACKING CONCRETE FLO❑ • • • ••• • ' OR WALL .. . . . .•. .•. .•. . UL SYSTEM NUMBER ® F—A-1011 B.S.A. # 469-74—SM ■ P 1000 GALVANIZED UNISTRUT CHANNEL EXPANSION BOLT U370M, ,A/'rQ'QCC SPACED AS PER CODE REQUIREMENTS. GENERATOR: KOHLER r r I V VVV COAT BACK WITH BITUMINUS PAINT. POWER SYSTEMS MODEL 1 OR 2 HOUR RATED ;GALVANIZED " IN GALVANIZED ANCHOR 50REZGB SUPPLIED BY WALL ASSEMBLY 3M FIRE BARRIER CP-25WB+ OR APPROVED EQUAL. VERIZON WIRELESS, 4 CENTEROCK ROAD MAX. lIY' ANNULAR OPENING. WASHERS IF REQUIRED. THREADED ROD INSTALLED BY WEST NYACK, NEW YORK 10994 COMPLETELY FILL SPACE BETWEEN CONTRACTOR. PIPE AND SHEETR❑CK WITH I/4' BEAD AROUND PERIMETER EGRESS UNISTRUT P2000 SERIES CONTRACTOR SHALL PIPE CLAMP OBTAIN FULL SPECIFICATIONS FROM VERIZON WIRELESS PRIOR TO BID. PIPE CONTRACTOR SHALL CONTACT KOHLER REPRESENTATIVES FOR START—UP SERVICES: VERTICAL PIPE SUPPORT DETAIL LYNN GREEN (920) CLEVIS HANGER 698-1355. N.T.S. W/ SADDLE STEEL CONDUIT OR LUBRICATED PIPE PIPE HANGING DETAIL PLUG VALVE N.T.S. NEW 50 KW UL SYSTEM W—L-1001 GENERATOR �J EIREST❑P DETAILS 744 MBTU Lt MAIN ROOF LEVEL CONSULT UNDERWRITERS LABORATORIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS 2" GAS UP EXTERIOR WALL g 7 5 4 T 2 SUCGESTED BATTERY SUGGESTED BLOCK NFATER si( NDUI / CI!ARGI:R CONLIUIT LOCAFION BATTERY RACK LOCATION—)COT LCICAIiCPt tOT'TIONAL.I t0P IQTIAL) a , SL INLET fL£XIBLETiON g FUEL LINE: ,t ! I IN NPT (MALE) CONDUIT ENTRY AREA FOR GEIaERATOR LOAD LEADS iBOTTOM ENTRY) THIRD FLOOR LEVEL CIRCUIT BREAKER OPTION, RCMOTE � CONNECTION TO TRANSFER SNITCH � " D AND REMOTE ANNUNCIATOR. Q, �? ODFL ALTERNATOR xsi � '"' M; 50180 at'7UX 813 KG i€�?9Z LE?�SI 75 _._._.__.._____ _._ -- ..._69 _._ __ .._..._...._... 50!80 At'#;)z &69 KG t€R#7 €.€;SI R?, 883 KG 11792 LBSI 60 401OX. 869 KG 1€017 LSSI n � SECOND FLOOR LEVEL 1-3 4 GENERAL REVISIONS 7/17/15 o CONNECT TO EXISTING C �• 96 I q 'I moi; ` EXTERIOR GAS SERVICE 3 ISSUED FOR BUILDING PERMIT 4/15/15 3�9 r�2.6I 4��x,�:p�nz,at"rTaX PIPING 505 123,43 2 ISSUED FOR CONSTRUCTION 8/4/14 4?IQx, ti0g, ftr.acax 1-TuATOC'EN€ 2T aa 19.4 FACE or -- 298 III7I CONTROLLER _ 1 ISSUED FOR REVIEW 7/21/14 --- No. ISSUE OR REVISION DATE `�"' • . p' `"'�? _ `� NEW 2" WALWORTH No use, reproduction or dissemination may be made of this drawing tea° EXIST. NEW PLUG VALVE and the concepts set forth without the prior written consent of o ' • ° « W NATIONAL NATIONAL Structural Cons DELIVERY GAS SERVICE ultin Servces, P.C. Co I htp2015 1 4 ® o GRID GRID .............................................................._�. PRESSURE 7n W.C. ru£L INLET (0.25 PSIG) METER METER PROJECT TITLE I FTSASLGERI , G INAP. GAS) New York SMSA PROVIDE SIGNAGE TO Limited Partnership i INDICATE GAS p O SHUT—OFF VALVE FOR d/b/a VERIZON WIRELESS NCTEs ROOFTOP GENERATOR. IBC CERT IFICAT€ON Is ArP LI'Ad,, SITE: MATTITUCK RELO 4113 11 + 0I OR iii-OUIR[D SEE SE€smc AI'd #'{)R 4 X y' 1 IS 10.691 � }£+ tv;�J INSTALLATION IhSTAUCTIONS, 1000 PIKE STREET MOUNTING HOLES 7 9': i I - ,r [61,21 r#h fa2.gl `FUEL INLET #43211zi0i 01 2' SIAZ"DARD EOUI ALENTS.`:�: #$N MATTITUCK! NY 11952 33�,_- (-d_ _2� 365 t 3g�0I GROUND LEVEL a I 3. + - ASTERISK L�Et;G:s"S 1005 139.61 4P5k FUEi NI ET x189 t31.E3 864 134.01 S9IO tY=DTN. 1045 141. 11 4P75A 1t€40 140.91 DRAWING TITLE A. 1056 144,51 4P8.X stgEy 4.sSi €0$8 142.01 P#dk wtat neat ON 6gRnuEE NM ul ful 0J i Ri„g: :EVER >ir,r.:,,tV.M'liw.R:=a: ” GAS PIPING SCHEMATIC CEhIER OF BALANCE ;+<u .rauaaisaaa" KOHLERCO M #C 0•E ail-€4 tU Nrw DRRwaR; I9c5+0.5= gpa to xrr..:rsau 3,,,,®x, ecaac� s:ws. x :Ez, wr aaoan �.s... CONTRACTOR SHALL OBTAIN ALL .0 E 99 1 S a7 EC•3f C,�a,HC ra fAlC5 ECl#7&i--"u; CR61•r E a,.. toit;ecr,x;.as r£brFx;ar a;i xaa:E it aoxa.£s t0 N❑ SCALE 8 5.8.93 FG 4)67_4 Ba W#aGNi Af+Ci#1 (CCa4t9!# SRh`es::r6 t'� Eo we. .3.,m >nr R+ar ra:ass:+p=iE .1a:tKU : .._.._.___ .._......... ..,..._.....,,._...,........ .,.............__..•..................._............._..___... wns ec�s'.r^Tsps r,±x:�-z{a to :et ax i'auTs At c E6•s 7 sa s: iH UiM NICK ai BbRaaC.. ap°.6..{,u_5J_A!'ka,._-._ j`IS Gz O x:9 r.to A. _n aLTy 3_._ . APPROVALS FROM GAS UTILITY FOR 50 M0r1rL, 4Psx, 4P7EX, A07OX, 401OX — AU@C ,is ®i�9eA;aCBa bnlEC iri C.R9. tt� ts.ai iti} ,1 �e Y pl Wyly p�Nj "—W SERVICE MODIFICATIONS. PLUMBING RISER 60 MODEL 4P76X,407HX, 4P 10 4(}10}S RL•29 RR';x wry P7EG IC'SGb66? wY;a a®pPAe.LS Ct_"{ @ 104-Wid RC•Ta aPflY kft.•x A€"CQ 14 61V a?a R8 17 lCEE5:asb1 _V-z. .,NP ($_49,10 50/60 GM R£CONNCCTABLE d 6COV ALTERNATOR —a ._--.. _...._ .---..._._ 5.0 S 5.7 LITER GM 2009 EMISSIONS !•ag•aa 8CC 5aC[T ? tLt63o?8" sru,��+ et'a 9e ""' G5E' a8-R9-E0v 790 d I AND DETAILS #3 7 6 5 4 3 2 I OCT 2 2015 SEAL " SCALE PROJECT NO. r� 30E ^��,,J .. AS NOTED VER0798 Southold Town Cq �p`c r� c�� - DRAWN BY DRAWING NO. Planning Board / fi a CBB 0 :p.. U-I CHECKED BY %CBB ,� DATE P- 3 . 0 4. PESS� �1 7/16/14 v I S STRUCTURAL (VISION 16 — ELECTRICAL NOTES: I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR C CONSULTING INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC S SERVICES P.C. 1 — GENERAL REQUIREMENTS 17 — CONDUIT TABLE 250-95. NOTE: DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL THIS GENERATOR IS NOT FOR LIFE SAFETY ALL REQUIREMENTS UNDER D CONDITIONS OF THESE SPECIFICATIONS 1oNS SHALL BE A PART OF THIS SECTION. THE CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2%. OR LIFE SUPPORT PURPOSES. SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONTRACTOR CONTENTS H REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR LOADS FOR THIS GENERATOR TEL:203.740.7578 FAX: 203.775.5670 UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V ARE COMPRISED OF DATACENTER REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CIRCUITS SHALL BE AS FOLLOWED: EQUIPMENT, DATACENTER COOLING, SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE AND DATACENTER LIGHTING. SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN - M/ESP ENGINEER: INSULATED GROUND WIRE. 0-50 #12 #12 2 — INSPECTION OF SITE 51-100 #10 #12 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND 101-150 #8 #10 CB BREEN ASSOCIATES, P.C. BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE 18 — CONDUIT INSTALLATION DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. 22 — JUNCTION BOXES. PULL BOXES, CABINETS AND WIREWAYS REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER 3 — MATERIAL_AND WORKMANSHIP NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING ALL CONDUIT RUNS ARE PARALLEL IN SPACE. 46 RIVERSIDE AVENUE TEL 203-866-1471 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL WESTPORT, CT 06880 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 — OUTLET BOXES RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED CLIENT: PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. LOCATED IN GRANULAR FILL BELOW SLABS—ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES DUPLEX OUTLET SHALL BE CONNECTICUT APPROVED. OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE 4 — COORDINATION CONNECTIONS. NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. GROUND FAULT CIRCUIT INTERRUPT OUTLET (b THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR cFl SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. JUNCTION BOX BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING $TTHERMAL OVERLOAD SWITCH PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. 24 — EQUIPMENT IDENTIFICATION ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION $ MECHANICAL TIMER LIGHT SWITCH EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, NAMEPLATES ON ALL PANELBOARDS, TIMESWITCHES, ETC., INCLUDING SWITCHES IN INTERMATIC MODEL FF60 MHC MECHANICAL TIMER, CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: 60MIN MAX, WITH HOLD FEATURE. ( TOwireless OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC, AND PROVIDE HUBBELL POLYCARBONATE WEATHERPROOF MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY COVER #WP26MP. ' WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE IDENTIFY EACH ITEM AND WHAT IT CONTROLS. ACTUALLY INSTALLED. CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS4 CENTEROCK ROAD (M) SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 25 — ELECTRICAL SERVICE ELECTRICAL MOTOR WEST NYACK, NEW YORK 10994 5 — DIMENSIONS AND LAYOUTS CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT E2 FUSED DISCONNECT SWITCH THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 — GROUNDING BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB FROM SUSPENDED CEILING COMPONENTS. FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY Q NON—FUSED DISCONNECT SWITCH MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, EP FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER WHICH EVER IS MORE STRINGENT. _1� ELECTRICAL PANEL (RECESSED MT'D) INSPECTION. INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 — DISCONNECT SWITCHES 6 — ORDINANCES AND CODES REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL GENERAL ELECTRIC FUSED OR NON—FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY �\ HOME RUN TO PANEL 1W IAC./ll. 0M RUC11110N CODES. NATX NAL EI.ECMC CODE CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL 2/4 PANEL CIRCUIT DESIGNATION WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTSHAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER MODEL C6 1 NEW YORK CITY APPROVED V ROUGHING—IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT 28 — NEW ELECTRIC SERVICE EM NEW 7 — SUBSTITUTIONS ADDITIONAL COST TO THE OWNER THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE 1.) ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND CHAIN—SUSPENDED FLUORESCENT INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH LIGHT FIXTURE — LITHONIA SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER ALIGNED AND INSTALLED TRUE AND PLUMB. THE ELECTRIC SERVICE MODIFICATIONS. MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS 2.) NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF MODEL HL-2-32-120 APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" I. INSTALLANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF THROUGH EXPANSION JOINTS. SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO THE DURATIION OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE -�- ROOFTOP CANOPY FIXTURE SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. PERFORMED DURING PREMIUM TIME, AT NO ADDITIONAL COST TO THE CLIENT. STONCO GSC35NLXL-1 J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE 8 — SHOP DRAWINGS CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. ADVISORY BOARD OF THE CITY OF NEW YORK. THE CONTRACTOR SHALL BE 120V/50W HPS, VANDAL PROOF SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN FEES. CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. MC DOOR ALARM CONTACTS CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE L. THRU—WIRING OF LIGHT FIXTURES IS NOT PERMITTED. © SMOKE DETECTOR SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK qc3 POST LIGHT: LITHONIA OFLR 6LC 120 P BZ CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. 2—HEAD LED FLOOD LIGHT MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. N. ALL EXTERIOR EXPOSED CONDUIT SHALL ROB ROY SCHEDULE 40 PVC COATED STEEL CONDUIT. 9 — ADJUSTING. ALIGNING ANb TESTING ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND 19 — BUSHINGS AND LOCKNUTS TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER PROPER ROTATION. THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN—CUT THREADS. WHERE THIN—WALL 10 — OPERATION AND MAINTENANCELLN51RULMDRa CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM MOISTURE. INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, 20 — WIRE REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L. LABEL, AND 600 VOLT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND 11 — START UP OF SYSTEMS SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY PRIOR TO START—UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. ACCOMPLISHED SPECIFIED FUNCTION. 3 ISSUED FOR BUILDING PERMIT 4/15/15 BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED—OUT LAMPS. 2 ISSUED FOR CONSTRUCTION 8/4/14 AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 21 — WIRING INSTALLATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. ADJUSTMENTS AS NECESSARY. 1 ISSUED FOR REVIEW 7/21/14 B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY 12 — GUARANTEE CODE BY INSTALLING CABLE SUPPORTERS OR PLUG—TYPE CONDUIT RISER No. ISSUE OR REVISION DATE GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE SUPPORTS. YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND No use, reproduction or dissemination may be made of this drawing ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE and the concepts set forth without the prior written consent of 13 — INSPECTIONS MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. Structural Consulting Services, P.C. CO I ht©2015 ALL ELECTRICAL INSPECTIONS. 14 — CLEANING D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE PROJECT TITLE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC New York SMSA REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A MANUFACTURER'S RECOMMENDED TOOLS. Limited Partnership FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED a VERIZON WIRELESS CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF SITE: MATTITUCK RELO FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE THEIR ORIGINAL CONDITION. eox. 1000 PIKE STREET MATTITUCK, NY 11952 15 — CUTTING AND PATCHING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWING TITLE PERMISSION OF THE OWNER OEFORE DOING ANY CUTTING. ALL HOLES SHALL BE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. THEIR ENTIRETY. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X—RAY. ELECTRICAL G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED SPECIFICATIONS 16 — ROUGH—IN INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE TERMINATION POINTS, JUNCTION AND PULL BOXES. OTHERWISE SHOWN. H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK—ON MARKERS OR EQUIVALENT. 01: NEW_. SEAL - �`— - SCALE PROJECT NO. SHF Y® AS NOTED VER0798 P q OCT 2 9 2015 �� P� � y���R DRAWN BY DRAWING NO. * '� CBB cc Southold town 5 �,,'r W CHECKED BY Planning Boardl' ¢ CBB E- 1 , 0 DATE Ct�ES .�%,f` 7/16/14 S STRUCTURAL PANEL PP1 MOUNTING SURFACE TRANSTECTOR NOTE: GENERATOR: KOHLER C CONSULTING VOLTAGE 120 208V,30 MAIN C/B 200A AC/TELCO CABINETS 5POWER 0RE GBYSTEMS MODE TRANSFER SWITCH: THE MANUAL TRANSFER S SERVICES P C RATING 200A. MLO 208V/3s�/4W SUPPLIED BY VERIZON SWITCH IS A BREAK BEFORE ASCO MODEL NUMBER WIRELESS, INSTALLED 30OL4-3-200-C-1-73VB3-11BG-1 • • MAKE DEVICE. BY CONTRACTOR. CIRCUIT SIZE CIR. DESCRIPTION AMPS AMPS DESCRIPTION CIR CIRCUIT SIZE CONTRACTOR SHALL VZW CELL TECHNICIAN WILL TERMINATE ALL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 NO. POLE POLE NO. CONTRACTOR SHALL CONFIRM FULL ALARMS WITHIN THE PRIMARY MOD CABINET. (2) #2, #6N, #6G, 2-C 1 MOD CELL 4.0 00A 20A PRIM. MOD RECEPT 2 (2) #12, #12G, 3/4"C OBTAIN FULL SPECIFICATIONS WITH THIS CONTRACTOR TO PULL CONDUCTORS. TEL:203.740.7578 FAX: 203.775.5670 3 CIRCUIT 1 30A ALPHA ARGUS UPS 4 2_ 10, 1 OG, 3 4"C OT VERIZSPECOFICATIONS N WIRELESS FROM VERIZON WIRELESS C ) # # / THE GENERATOR WILL ONLY PRIOR TO BID. PRIOR TO BID. CONNECTIONS TO PRIMARY CELL MOD CABINET M/E/P ENGINEER: (2) #8, #SG, 1"C 5 9712 CABINET 80A 15A SPARE 6 POWER TELECOM EQUPT., ARE TO BE THROUGH CABINET REAR WITH 7 CIRCUIT #1 15A SPARE 8 AND IS NOT FOR LIFE 36" LIQUID-TIGHT STEEL FLEXIBLE CONDUIT. SAFETY USE. IT IS NOT 9 SPA 50A 15A SPARE 10 EMERGENCY GENERATOR AN CB BREEN ASSOCIATES, P.C. 11 I 15A SPARE 12 13 SPA 50A 20A SPARE 14 6 PAIR-116: GEN SET CONTROLS 46 RIVERSIDE AVENUE TEL 203-866-1471 15 20A SPARE 16 1 PAIR- PAIR FOR GEN ASET RT CALARMS:::��ONTROL (2)#8, #8G, 1"C WESTPORT, CT 06880 17 SPA 50A 20A SPARE 18 1 PAIR SPARE CONDUCTORS, 1"C ALARM 9712 PRIMARY PP-1 TELCO TERMINAL CABINET CELL MOD CABINET 19 - SPACE 20 BLOCK 4-2, #6N, #6G, 2"C (2) #12, #12G, 3/4C 21 LIGHTING & RECEPT. 20A - 22 4 #2/0, #6G, 2"C I� Mr OB (TYPICAL EACH CABINET) CLIENT; 3/4-C 23 TWO (2) 20A CIRCUITS 50 KW N 1. _ 5 PAIR 16 GA CONDUCTORS 2 #12, #12G, GEN SET RECEPT. 20A - 24 FOR ATS AND GEN SET ALARMS 2) #12, #12G, 3/4"C 25 GEN SET RECEPT. 20A - 26 GENERATOR TO GEN SET ENE ATOR 1758 ALPHA 20 � i PRIMARY MOD CELL CABINET) 27 SPACE _ = 28 RECEPTS. FOR HEATER AND G AUPSS TVSS "" GFI 25PR ND 22 GA, 2"C 29 30 CHARGER - 3/4"C -� ( ET) 31 - - 32 33 34 STEEL PLATFORM - - - - 36 \0000�. ��wire/ess 37 - - TVs s 38 2 1/2" SERVICE FEEDER 2-#12, #12G, 3/4"C 2-#12, #12G, 3/4" ROOF LEVEL 39 40 TO TELCO BACKBOARD TO TELCO BOX OUTLET 3/4" CONDUIT WITH DRAGLINE - - FOR CELL ALARMS [41 - - 42 1" CONDUIT WITH (1) 12-STRAND SINGLE-MODE FIBER WEST NYACK, NEW YORK10994 TO TELCO MESA SPAN CABINET 1. THESE DRAWINGS INDICATE USE OF THE POWERHOUSE 24 POWER CABINET. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. 3RD FLOOR LEVEL METER MODULE NEMA L5-15R TWIST LOCK RECEPTACLES 200A. EXISTING 200A. MESA SPAN M NEW VERIZON WIRELESS CABINET SERVICE FEED 200A. M 4-#4/0, #6G, 2 1/2"C 00, GROUND LEVEL NEW LIPA APPROVED METER IN EXISTING PAN POWER ZCOMMUNICATION RISER DIAGRAM NO SCALE NEW SIPP FIBER OPTIC PATCH PANEL AND ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ADAPTOR SUPPLIED AND INSTALLED BY THIS CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO 7705 ROUTER IN PIPE CLAMP 200A MAIN POWER EQUIPMENT RACK SUPPLIED AND INSTALLED BY THIS CONTRACTOR. PROVIDE PIPING/CONDUITS BREAKER. TERMINATIONS FOR MULTI-MODE FIBER CABLE. SEE ROOF PLAN FOR QUANTITY INTRUSION ALARM 4'X4" PVC SLEEPER ® 6'-0" O.C. CONTACT LENTH AS REQUIRED FOR QUANTITY. 4 GENERAL REVISIONS 7/17/15 O TEM R POWERED CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 ® FLUORESCENT LAMP TEMPERATURE CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. FUSED PRIMARY AND REGULATION COOLING 2 ISSUED FOR CONSTRUCTION 8/4/14 SECONDARY INDICATOR SIPP 0° FAN WITH SNAP DISK 71 / ,moo LAMPS MULTI POSITION PANEL ° THERMAL CUTOFF 1 ISSUED FOR REVIEW 7/21/14 '0 15 AMP GFI TERMINAL BLOCK FOR EXISTING ROOF ® FUSED CONTACTS REMOTE INDICATION No. ISSUE OR REVISION DATE FOR PURPOSES PIPING CONDUIT SUPPORT DETAIL POWER/FAILURE N.T.S. No use, reproduction or dissemination may be made of this drawing INDICATOR AC TO TELCO CABINET KRONE BLOCK P/N and the concepts set forth without the prior written consent of GROUND LEAD / Structural ConsultingServices, P.C. Co I ht©2015 9;41� 1 1 6639-1-050-33 42 POSITION LOAD MULTIPOINT PROJECT TITLE CENTER GROUND BAR TELCO T-1 ❑ ❑ ❑ ❑ New York SMSA PROTECTION ❑ ❑ ❑ El ❑ Limited Partnership ❑ ❑ ❑ ❑ ❑ PRIMARY AND BACKUP SUPPRESSORS °°°°°° d/b/a VERIZON WIRELESS °°°°° P 1000 GALVANIZED UNISTRUT CHANNEL SITE: MATTITUCK RELO °°°°°° SPACED AS PER CODE REQUIREMENTS. EASY ACCESS MOUNTING BAR HEAVY DUTY GROUND COAT BACK WITH BITUMINUS PAINT. 1000 PIKE STREET PANEL �-W/1" SAMAC ALIN GALVANIZED APPROVED EQUAL. MA171TUCK, NY 11952 POWER TELCO BOARD USE GALVANIZED WASHERS IF REQUIRED. IN CABINET DRAWING TITLE 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION UNISTRUT P2000 SERIES PIPE CLAMP CABINET. ELECTRICAL RISER, 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL PANEL SCHEDULE #T10R-200-20423P-NGU620807. AND PHONE BOARD 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. VERTICAL CONDUIT SUPPORT DETAIL 0 SEAL �et ri� SCALE PROJECT NO. N.T.S. I Q C T 2 9 2015 H. AS NOTED VER0798 POWER AND TELCO CABINETS �]Q` � F,����CJDRAWN BY DRAWING NO. Southold Town CBB Planning Board e^ rc NO SCALE ° �' �{ LU CHECKED BY 0DATE -� dr CBB E- 3 . 0 � � r ��, 7/16/14 y I S STRUCTURAL C CONSULTING TERMINATE CONDUIT 6" S SERVICES, P.C. ABOVE TOP OR 6" BELOW 2 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 GROUNDING NOTES BOTTOM OF BUSBAR. 3/8 DIA. TEL:203.740.7578 FAX: 203.775.5670 PROVIDE AND INSTALL GROUNDING BUSHING 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG FOR ALL METALLIC M/E/P ENGINEER: AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. CONDUIT TERMINATIONS. SIMILAR TO 3 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD T&B 3950 CB BREEN ASSOCIATES, P.C. CONNECT GROUND WIRES TO 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. BUS BAR WITH BURNDY LONG BARREL GROUND WIRE 4" TWO HOLE TERMINAL LUGS. (TYP.) m 0 46 RIVERSIDE AVENUE TEL 203-866-1471 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS MOUNT AT 2" SPACING. PROVIDE I 20" CONNECT GROUND WIRES TO 4 m WESTPORT, CT 06880 IN ACCORDANCE WITH NEC & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR QUANTITY AS REQUIRED TO CONNECT BUSBAR WITH BURNDY LONG BARREL m CLAMPS INCLUDING BAR JOIST WEBS. ALL GROUND CONNECTIONS CALLED TWO HOLE TERMINAL LUGS. (TYP.) m m / FOR ON DRAWINGS OR IN SPECS. m MOUNT AT 2 SPACING. PROVIDE � m �� m m 5. ALL EXTERIOR COPPER WIRE SHALL BE TINNED (TYP.) ALL EXTERIOR GROUND BARS SHALL BE QUANTITY AS REQUIRED TO CONNECT 3 4 SHALL BE GALVANIZED STEEL. 4" ALL GROUND CONNECTIONS CALLED 7/16"DIA. m m m m FOR ON DRAWINGS OR IN SPECS. � 10 m1„ mrj CLIENT: 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, O O O O / m COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. O O O O O m m % 20 4 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED 0 0 0 00 TO ACCEPT A N0.2/0 AWG MAIN & A N0.6 AWG BRANCH. PROVIDE #2/0 INSULATED COPPER GROUND (00 m 1 Z4"X4"X2O" (GALVANIZED STEEL) 8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC CONDUCTOR TO MAIN BUILDING ELECTFICAL INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. SERVICE. GROUND FOR OTHER LOCATIONS USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. PROVIDE #2/0 INSULATED COPPER GROUND CONDUCTOR TO GROUND BAR IN MAIN BLDG 1/49' FOU074� wireless 9. ALL CADWELD ON LUG CONNECTIONS ON ROOF ELECTRICAL ROOM. LW GROUND SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. BOND METAL CONDUIT TO BUS BAR-`___­ A WIR 4 CENTEROCK ROAD 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN USE PVC CONDUIT UNLESS REQUIRED ITEM NO. REQ. DESCRIPTION NEWTON # WEST NYACK, NEW YORK 10994 INSULATION (BARE CONDUCTORS NOT ALLOWED), RUN AS STRAIGHT AS POSSIBLE OTHERWISE BY APPLICABLE CODES. (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12" RADIUS, MINIMUM) DO NOT SPLICE. WHERE METAL CONDUIT IS USE O 1 GROUND BAR 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS GROUND AS SHOWN. 20 2 WALL MTG. BRKT.(OR FLOOR) A-6056 CONDUIT. 30 2 INSULATORS 3061-4 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. 40 4 5/8"-11 X 1 H.H.C.S. 3012-1 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. GROUND BAR CONNECTION DETAIL0 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: WIRE SIZE CATALOG NUMBER 6 AWG YA6C-2LN 2 AWG YA2C-2LN 1 0 AWG YA25L-2TC38 MAIN ROOF GROUND BARS #4/0 AWG YA28L-2TC38 750 MCM YA25L-TC38 NOT TO SCALE 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN EXTERIOR GROUND BAR TO BE GALVANIZED STEEL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE IS GREATER THAN 5 OHMS. FEEDER OR BRANCH CIRCUIT CONDUIT ( 3/4" CONDUIT OR SMALLER DOES NOT REQUIRE 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE BONDING) TYPICAL CLEANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. _ #2/0 GROUND WIRE 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG PANELBOARD CONDUIT CLAMP INSULATED THROAT HY-PRESS U.O.N. GROUND BUSHING WITH LAY IN LUG BACKBOX 1" CONDUIT (TYPICAL) ® CONDUIT HUB SIMILAR 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE TO T&B #3950. LONG-BARREL HY-PRESS LUGS. EQUIPMENT GROUND ; GROUND BUS WITH FEEDER OR #2/0 BARE STRANDED 21. ALL METAL OBJECTS WITHIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED BRAZE TO BRANCH CIRCUIT WITH A #6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF BACKBOX (TYPICAL) GROUND WIRE GROUNDING AT PRE-BID MEETING. I 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. NOTE: 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT BONDING AT JUNCTION GROUND WIRE CONDUIT HUB DETAIL 3 ISSUED FOR BUILDING PERMIT 4/15/15 AND PULLBOXES SHALL SCALE: NONE HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. BE SIMILAR 2 ISSUED FOR CONSTRUCTION 8/4/14 24. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH 1 ISSUED FOR REVIEW 7/21/14 ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE I GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BONDING REQUIREMENTS AT P A N E L B O A R D No. ISSUE OR REVISION DATE SCALE: NONE 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN No use, reproduction or dissemination may be made of this drawing ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. STEEL CONDUIT and the concepts set forth without the prior written consent of OR PIPE Structural Consultin Services, P.C. Co I ht©2015 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 FEET AND AT OPEN ENDS. 1 OR 2 HOUR RATED 3M FIRE BARRIER WALL ASSEMBLY 3M FIRE BARRIER CP-25W6+ FLOOR CLAMP P 25WB+ CAULK PROJECT TITLE 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. MAX. 1Y2' ANNULAR OPENING. o a o New York SMSA COMPLETELY FILL SPACE BETWEEN °• PIPE AND SHEETROCK WITH p ' Limited Partnership 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Y4' BEAD AROUND PERIMETER EGRESS. n ° ; d/b/a VERIZON WIRELESS CLAMP SIMILAR TO T&13 #3950. '' SITE: MATTITUCK RELO C 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR , 1000 PIKE STREET MATTI CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE TUCK, NY 11952 PERMANENT SITE RECORDS. DRAWING TITLE ELECTRICAL GROUNDING STEEL CONDUIT OR MINERAL WOOL PACKING NOTES AND DETAILS PIPE CONCRETE FLOOR OR WALL UL SYSTEM NUMBER p E C E � U rc UL SYSTEM W-L-1001 L,4:� F-A-1011 OCT 2 9 2015 SEAL " = SCALE PROJECT NO. Southold Town �'� S H. F AS NOTED VER0798 Planning Board ��� � CD �P DRAWN BY DRAWING NO. CBB FIRESTOP DETAILS , ` CHECKED BY VIM CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY" FOR DETAILSCBBE- 3 . 1 c� DATE ��FESS 7/16/14 S STRUCTURAL C CONSULTING EQUIPMENT CABINET (TYP) S SERVICES, P.C. GROUND ALL EQUIPMENT CABINETS AND PLATFORM. 67 FEDERAL ROAD,SUITE A8,BROOIKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 CADWELD TO STEEL FRAME LUG TO CABINETS W/#2 TINNED GROUND #2/0 TINNED GROUND M/E/P ENGINEER: CONNECT GROUND WIRE TO WAVEGUIDE LUG TO ENCLOSURES AND POR TCAB❑ GROUND BAR ANTENNA CABLE WITH ANDREW GROUND KIT CB BREEN ASSOCIATES, P.C. CADWELD TO STEEL FRAME CAB CAB CAB CAB IN CABINET GENERATOR STEEL CABINET SUPPPORT 46 RIVERSIDE AVENUE TEL 203-866-1471 #2/0 AWG STRANDED/INSLUATED (SEE STRUCTURAL DRAWINGS) GROUND WIRE IN NON-FERROUS CONDUIT VVESTPORT, CT 06880 MAIN ROOF LEVEL ALL GROUND CLIENT: CONT❑ ANTENNAS SHALL BE BY MAIN ROOF GROUND BAR #2 TINNED S❑LID GROUND WIRE TO/FROM ANTENNAS (TYP) J/ ANTENNA INSTALLER, ATTACHED TO SUPPORT STEEL (SEE STRUCTURAL DRAWINGS) ANTENNA COAXIAL CABLE UNDER PLAF❑RM illillillillillllllllIIIIIIIIIIIIIIII Twireless 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 I CAD-WELD GROUND CABLE TO GROUND ROD GROUND LEVEL GROUND RISER DIAGRAM NEW 10'x5/8' COPPER GROUND ROD NO SCALE ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS ALPHA BETA GAMMA #1 #2 GROUP A GROUNDS MAIN GROUND BAR #2/0 TO PRINCIPAL 90 GROUND P❑INT MAIN GROUND CONDUCTOR GROUP C 3 ISSUED FOR BUILDING PERMIT 4/15/15 GROUNDS 0 0 00 0 0 2 ISSUED FOR CONSTRUCTION 8/4/14 I CAD-WEU) CONNECTION #2/0 GROUND WIRE 1 ISSUED FOR REVIEW 7/21/14 (TYPICAL) AIN GROUND RODS No. ISSUE OR REVISION DATE MANUFACTURED BY: NEWTON a-NODE MODULAR MODULAR EXTERI❑R EQUIPMENT CABINET POWER BATTERY BATTERY No use, reproduction or dissemination may be made of this drawing 2121530010 CABINET CELL CELL CABINET CABINET CABINET (TYPICAL) CABINET #2 CABINET #1 and the concepts set forth without the prior written consent of Structural ConsultingServices, P.C. Copyright©2015 i STEEL SUPPORT FRAMING PROJECT TITLE N0. 5810, 5/8" X 10' WITH GRATING, New York SMSA COPPER CLAD GROUND ROD Limited Partnership d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO 1000 PIKE STREET NOTES: MATTITUCK, NY 11952 1, TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATI❑N, 5. GROUND GROUPS ARE SEPARATED INT❑ GROUP A SUPPORT FRAME MAY BE OMITTED WITH INDO❑R (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND DRAWING TITLE INSTALLATIONS, GROUP C (CABINET/DUNNAGE GROUNDS), GROUND ROD 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6, GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED, LOCATION IS NOTED ON THE PLANS, 7, GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM GROUNDING RISER 3. USE HY-PRESS CONNECTI❑NS WHERE CAD-WELDING IS EACHOTHER TO THE MAIN GROUND BAR, AND DETAILS NOT FEASIBLE, _ 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO C EQUIPMENT AND STEEL FRAMING, STANDARD DETAIL ocT zo�� � � GROUNDING SEA ^ Hi,q1 riper SCALE PROJECT NO. Southold Towns �' N❑ SCALE — h� � � H. (� AS NOTED VER0798 Planning Board DRAWN BY DRAWING NO. CBB Aji CHECKED BY .1 .tom 2 CBB E— , �U DATE 7/16/14 r STRUCTURAL ENGINEER: S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,11�60KFFIELD,CT 06804 TEL:203.740.7578 tAX: 203.775.5670 �t 4 ` M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 Lk WESTPORT, CT 06880 E7 OPINION mow 4 114 14 U-y l i' PROJECT CONTACT INFORMATION: VERIZON WIRELESS CONSTRUCTION MANAGER: KENNY UHLL (631 ) 236-2108 t. VERIZON WIRELESS EQUIPMENT ENGINEER: HENRY CARRERO (914) 714-7368 VERIZON WIRELESS RF ENGINEER: ALLAN SHEDLO 845 274-0642 ( ) 5 GENERAL REVISIONS 7/17/15 VERIZON WIRELESS OPERATIONS MANAGER: BILL COFFIN 516 294-1090 VERIZON WIRELESS REAL ESTATE CONTACT: ROBERT MONTELEONE (516) 316-4626 4 ISSUED FOR BUILDING PERMIT 4/15/15 PSEG CONTACT: (800) 490-0025 3 REVISED PER COMMENTS 11/20/14 rq TELCO CONTACT: DEMETRIOS SOURSOS (631) 687-8657 2 ISSUED FOR CONSTRUCTION 8/4/14 PROPERTY OWNER: MATTITUCK FIRE DISTRICT EQUIPMENT COMPOUND OWNER: ELITE TOWERS, LP. 1 ISSUED FOR REVIEW 7/" ELITE TOWERS, LP. CONTACT: TANYA NEGRON (631) 242-0403 Na ISSUE OR REVISION DATE SIT t: MATTl'UukN ri LO. IWO PIKE STREET, MATTITUCK, NY 11952 lNumX uum DmAWlNuA0%%%'S:, C-1 SITE/ROOF PLAN, AIH GARAGE ROOF PLAN, PROJECT INFORMATION, MAPS AND DOTES S-0 STRUCTURAL SPECIFICATIONS AND OTES S-1 ANTENNA ORIENTATION PLAN, ANTENNA CABLE SCHEDULE AND CABLE ROUTING DETAILS }– :° � .i ;o'� � '�• yea ! r '�•' ^+..,�• l S-2 RRH/SD13 OUNTING DETAILS AND ROOF CCESS HATCH SAFE AIL DETAILS • •° �,lt e� �✓ "'� 'r• �;�4�0�1 ,r a^ � ... � I% •,�"' `,�jrr ti �•.,:.s;��,Fx��{ � a L1 ,A� ,W.,F",�. S-3 EQUIPMENT SUPPORT FRAMING P2i , S CTIO S, DETAILS AHD OTS � � �a awe. � e ,a. �v�5p}7 ,� .s^ erg• a' ..,,�^"'��'`t p.r€ t'.: .: r.R "�#T� ���<y"4 a v'� `� � �,� ��°,,_�:�s � �P"`�"F,.'"^'it�{tl ry .�i ,,,,..,. �' � •�i€ ,y '$e "' ':.°°�'� g�..� .. Aa S-4. 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M ��� `• �_�.yM � € ga; i i "4.'Y Y S '� qyd'��`ea�' s.a^� _Po t 9 «" y a..♦ y, tt ,+..„ nol• a,:t-'� ... w a'i e ... p. + "a� '4 9 ""°,.<R-¢ rn {" a E 1.0 ELECTRICAL SPECIFICATIONS ^ :. 4 A a T q -o tda '. <t'y;: "�°w,. kyfit " ,r'hi�`* Y Rg" F ,+•`-'" » ',�.prNm:.�ki � e g� p�.� ^-ate °'>^�y,.RI€"' � I '£ :•.�C" 9. +L"`" M ee.+ " a� ..a.w•i%„d`�� ,���' �"`` `"�' 'ig�'i' ° ;aP,� � a � ; a., a.. ,_,.,• .' € > •` . 11. 1(I �x1�u dry .` F+'{ y• :j�;r �. � 9 �,,...« 3.s•."'s { ,fie., � � I I„ I r '�$• ;. rte^ "'�`.� � ' "�' a / � E j»i��`:r ,.A"+y.,#"'P�` __'•aim �* +"�„ E-2E-2.0ofELECTRICAL PLAN ,F _`!� ,�" -�$ w a; ;`b 1 + e, i•�p96�«' •,�'qf ae° '� }�... -.y i ti, v .�,�,. �..,.� +., N l�`$ ,_._, +.. f' �*..� ji ,« «��•' ""s`w#�'�-, '•'tr,:w" aF +w ,�M�•t,<..,._�.,�;wa,.m•.p`,�"....•g��,���'p�«.s"' + l�.���-.'`_�w�. ; ��:�E,+° a�®�r,."+�� ,"*!.i, 'tl.»��.✓x`�{`"_^• Southold To wndE-3.0 ELECTRICAL RISER, PANEL SCHEDULE ANDPHONOAR ',, Y. , « planning Goar s ' '.��+eaX, O�i, _a�d.�r3J.��r•....—.�r.�.,v+•<;�t��'1�x8'.der^��¢'.� �p•i .,'.;��„ kd4.- w9x.5�.�..'t •�s:q°�5 .®w`M4.,�„+-,,.;+„-#°c,e9F+"M_•�.'sMt;,4,`";.:'i��:�,..�.ra.Fr.�+el.�M••w«*_-.w�'24++s.•.�,-:�*i,,`ti,.a,■.'."«l�”g®x' tq,x�1's► �f_,_`a=pp+;"`�e`.w .}�,+w41 E-3,1 ELECTRICAL GROUNDINGNOTES AND DETAILS ��� '�•®'i rr, .?��,��,b d5`rLS�b'�4°�,°t=filtyr���t.F�:ei€;+Q t - �!.q�•°°`"� Y-�` �+�`•'•�° ��'�<�•+'.. e<i_ �'��•.,.F E-3.2 GROUNDING RISER AND DETAILS -f�^"`4 t ,yAy ;q�4 j�f �, « �,�`"^a ` :»r»` '° "af o �, s ,»y'9rw•ewM,�' # �"”- ". . "$� by- _ +�°'F`► C�1'd 4£ +� M' ..uyX �°.�w`; �'"' .+'<y �tl g�,l '�� �'s�`g j ���'�,'�h�V '�4• ,irM 'L � l..•G'•°,ic�� " SITE LOCATION TOPOGRAPHIC MAP FUTURE CARRIER EQUIPMENT PLATFORM =; r'M : ,. �_ ,: '' ': 'tit :p _ m X n STRUCTURAL WITH SCREENING ENCLOSURE (BY OTHERS) r' _ � ,® _�� `` C CONSULTING Ins j F d f 1 S. g L al \. }`. G^ 1 :` LOT UNE OF LANDS OF MATTITUCK FIRE DISTRICT, TYP. 6 r }P I - �° ` (DISTRICT 1000, SECTION 140, BLOCK 3, LOT 11.1) EXISTING HVAC UNIT, TYP. r' -'�;. . \ /(j 4�•. ZONED HB "HAMLET BUSINESS ZONE" BY TOWNOF SouTHOID, NY ° - "� S SERVICES, P.C. e 7'' � « s TOTAL PARCEL AREA = 57.053± SF 1.31± ACRES PLATFORM ACCESSORY NOTE: `� - ..` � � ) NEW BACK—UP NATURAL GAS GENERATOR ���'� � ` ,.����"' `,� �, �r•°\�;.�� ''i"{'• ,; I ��� �'�K"'� ':'�' WITH VIBRATION ISOLATION SPRINGS AND ; 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 CONTRACTOR SHALL SUPPLY THE FOLLOWING m, a w 3 ITEMS AT EQUIPMENT PLATFORM. EXPANDED METAL UNDERLAYMENTr ;\t y?= Jt`A:Y�;,' .��.r;, \�'r } �' SUPPORTED ON NEW STEEL FRAMING. SEE _ .µ„ ''' ± n .«.•• • ,, TEL:203.740.7578 FAX: 203.775.5670 —6' FOLDING FIBERGLASS LADDER ., /". —FIBERGLASS FOLDING TABLE SUPPORT FRAMING PLAN ON SHEET S-3. 4 4 ,, ro E ; �. "rs ..$"`gym'" "'wp "F.i '•'` nig}7¢s,E�M .�'• Li`... --7; 1, �4 A —FIBERGLASS CHAIR ) ;r "' .=.;a..' `sz � ; . M E EXISTING ROOF HATCH (TO REMAIN). INSTALL NEW / /P ENGINEER: —CHAIN AND LOCK TO SECURE ALL ITEMS 80' FIXED SHIPS LADDER FROM- MEZZANINE LEVEL A � � a -` �, �G r,,- � :. ,' . 4 ''�°'':r• /l C COORDINATE EXACT ACCESSORY REQUIREMENTS ,� a :��.:' • . mfooka '; ,'; .-j3` UP TO ROOF LEVEL PER DETAILS ON SHEET S-4. ,�., _ tp, �r �;.� • p�,�f�: ,� � $u �.,. H� WITH VERIZON WIRELESS PRIOR TO BID. -• � �"$G'f\.� ' ;„�; • �•==z �-` r • S 20 21 20” E -� zVUE ., - CB BREEN ASSOCIATES P C • — INSTALL NEW FIXED SAFETY RAIL SYSTEM ON "�` •,. %;° -� �'' .`'. ` r ". t • — HATCH PER DETAILS ON SHEET S-2. �' ,;; °vs ` 4, f',y E j ' .' .:•,}. - ” C .�.. Zr p • _ — — NEW 3' WIDE STEEL ACCESS STEPS .� `` •,•,' = � I + � ` '�'°., 46 RIVERSIDE AVENUE TEL 203-866-1471 • DOWN TO ROOF FROM NEW PLATFORM. •,"'.; ,I w +�, �r •., _ �— .,� - f '"`�•'` � ;� ,\ WESTPORT, CT 06880 199.10# SEE DETAIL ON SHEET S-4. _: '� ,, f �: D. • NEW NON—PENETRATING ROOFTOP CABLE ��Ar� ^����a.: ......., ,,,s• 4- :...�— tl� * L�,,.. _,'-'' •;,J.'' ""``, � 1 a �i 4 �x "�• �ar w TRAY, TYP. SEE CABLE TRAY LEGEND, ;i '° ' ;,: ' °�� � :;' '"• .� ?' ao i NOTES AND DETAILS ON SHEET S-1. g "7ffi - I • eA ' G 'Li+.• {3`., " r' .` •y;s:'S r. ., .+«. J,..y, ,- .' CLIENT: • i - i EXISTING WOODEN UNIPOLE (NOTu64 ;;W;` f!'� � ;• ' 's .` �5 :,• e, .. • I co i i SHOWN FOR CLARITY) TO BE I v REMOVED AND REPLACED WITH NEW 120—FOOT TELECOMMUNICATION ' PROJECT INFORMATION 11,11,1111111111111111110000 • °' iUNIPOLE (BY OTHERS) WITH VERIZON O L-- — — ----- --------J WIRELESS' NEW PANEL ANTENNAS -- CONCEALED WITHIN. SEE SHEETS S-1 1• Scope of Work: i ANDS 5 FOR FURTHER INFORMATION. The purpose of these drawings is to illustrate the installation of the following: 27 W \ — A 184± SF wireless telecommunication equipment platform located on the I (AT GRADE BELOW) (4)—ELECTRIC METER roof of the existing two—story masonry garage within new screening W � UMM=%�(awire less • i BANK WITH DISCONNECTS ON UNISTRUT enclosure with vin brick facade )� . `j ' - :_;::-.- FRAME (BY OTHERS). SEE ELECTRICAL — A Back—up natural gas generator with sound enclosure on the roof of the - - -- N DRAWINGS FOR FURTHER INFORMATION. C6 ' _ = _ ::..':... 4 9 � existing two—story masonry garage 4 CENTEROCK ROAD M — Three (3) panel antennas (transmit and receive) mounted within a new WEST NYACK, NEW YORK 10994 I s— \ : q NEW 184± SF EQUIPMENT PLATFORM WITH RAIN — MAIN i = 3 a i CANOPY ABOVE. SEE SHEETS S-3 AND S-4 120 foot telecommunication unipole (unipole proposed by others) ................. . ROOF\ k... FOR FURTHER DETAILS. SUPPLY FURNITURE — Four (4) GPS antennas (receive only) mounted to the new screening enclosure I w _ -- GPS L I � i AND ACCESSORIES AS PER "PLATFORM 2. Applicant: 3. Engineer of Record: =:= _:=':=- ACCESSORY NOTE ON THIS SHEET. �:::::: i New York SMSA Limited Partnership James H. Fahey, P.E., S.E. a - _ GPS 1 M, L 777 i 1 d/b/a Verizon Wireless Structural Consulting Services, P.C. 1 4 Centerock Road 67 Federal Road =_..{ : i S-5 West Nyack, NY 10994 Brookfield, CT 06804 EXISTING CMU/BRICK PARAPET, TYP. 4. Prey Owner: 0 - - - Mattituck Fire District ' '- " �= -- EXISTING WINDOW OR DOOR BELOW, TYP. I - \ OCT 2 2015 P.O. Box 666 T i........ .... :....-:. ..... :}:::::::? — i Mattituck, NY 11952 ` ( NEW SCREENING WALL ENCLOSURE (WITH -- --IW BRICK VINYL PANELING TO MATCH 5. Site Data:�---� Southold Town i �-��- i • � i i EXISTING BUILDING) SUPPORTED FROM AND Street Address: 1000 Pike Stre Planning Board W i MAIN GARAGE ROOF o i SURROUNDING NEW EQUIPMENT PLATFORM. Mattituck, NY 11952 SEE SHEET S-3 FOR FURTHER DETAILS. District: 1000 Section: 140 NEW GPS ANTENNA MOUNTED TO OUTSIDE FACE Block: 3 l� OF NEW SCREENING ENCLOSURE, TYP. FOR FOUR I i — Lot: 11.1 � o i (4) GPS ANTENNAS TOTAL. MOUNT TOPS OF Approximate Parcel Area: 57,053± SF (1.31± Acres) GPS ANTENNAS 2 0 ABOVE TOP OF I i� ENCLOSURE. SEE SHEET S-1 FOR GPS ANTENNA Zoning District: HB "Hamlet Business Zone"i MOUNTING DETAIL. PAINT GPS ANTENNAS AND Jurisdiction: Town Of Southold, NY MOUNTS WITH RF TRANSPARENT PAINT TO Approximate Latitude: N 40' 59' 34.4" (NAD '83) MATCH EXISTING BUILDING FACADE. Approximate Longitude: W 72' 31' 59.7" (NAD '83) I -------�-- ---------- ------------ --__ Approximate Ground Elevation: 8 feet (NGVD '29) • '� ��� S 263'4 X200" E EXISTING VENT HOOD, TYP. 6• Notes: • i 1.) New features labeled as such; all else existing. 2.) Existing features shown hereon were taken from limited field measurements I ❑ lw i 1 taken on April 18th, 2013, drawings of the building entitled "Architectural Site 70'± PROPOSED . oMAIN GARAGE ROOF PLAN Plan & Details" (sheet SP-1) and "Partial Rear Elevation & West Side Elevation" 2 SCALE: 1" = 10' (sheet A-6) prepared by Frank G. Relf, A.I.A. Architect; 520 Broadhollow Road, NY 11747 dated August 28th 1995 (Reif Project# 95031F) for additions I Melville, , and alterations to the Mattituck Fire District facility on the property and from a ASPHALT • +' GRAPHIC SCALE drawing of the property entitled Site Plan (sheet A-01) prepared by Gary - i o RA Architect; 611 Main Street 2nd floor), Boonton, NJ 07005 last APPROXIMATE ( ) AREA ry �o o s �o so Musciano, , o TRUE NORTH P ( J # ) proposed I ■ issued September 1st, 2014 Musciano Project 7141 for the ................ . 120 t (PROPOSED •g installation of the 120—foot telecommunication unipole and related utilities at i the property. I i i (W FEET) 3.) The new use is unmanned and will be visited approximately once a month SEE i "MAIN GARAGE ROOF PLAN" EXISTING MAIN for maintenance purposes; therefore the site is not anticipated to generate • i i ON THIS SHEET FOR ENLARGEMENT , GARAGE ROOF AND FURTHER DETAILS additional noise, fumes, vibrations or traffic. w i 4.) No additional parking is required for the new use as this is an unmanned ■ i site. 5 GENERAL REVISIONS 7/17/15 I I 5.) No solid or liquid waste will be produced by the new use as this is an • ` �— unmanned site; therefore, no water or sewage facilities are required for the new 4 ISSUED FOR BUILDING PERMIT 4/15/15 11 -------'------------------'—o ------ REFER TO THE PLUMBING DRAWINGS FOR KEY PLAN use. 6.) There will be no commercial or retail signs, nor special lighting required for 3 REVISED PER COMMENTS 11/20/14 Z ( N I DETAILS AND ROUTING OF NEW NATURAL 1 inch = 60 ft.-L- the new use. C) GAS SERVICE. COORDINATE ALL WORK o ---- WITH THE PLUMBING DRAWINGS. 7.) Fire protection and security provisions will include remote monitoring of the 2 ISSUED FOR CONSTRUCTION 8/4/14 GRASSY ac a subject site. I AREA 1 ISSUED FOR REVIEW 7/21/14 M I v \ \ \ Na ISSUE OR REVISION DATE EXISTING REFER TO THE ELECTRICAL DRAWINGS FOR DETAILS AND ROUTING OF NEW ELECTRIC \ \ STRUCTURE, TYP. } AND TELEPHONE SERVICES. COORDINATE \ APPROXIMATE \ , No use, reproduction or dissemination may be made of this drawing ALL WORK WITH THE ELECTRICAL DRAWINGS. \ LOCATION OF \. \. and the concepts set forth without the prior written consent of GRASSY NEAREST \ / ••\ Structural Consulting Services, P.C. Copyright@2015 AREA \ I N RESIDENTIAL /•• + rn \STRUCTURE \ 100, \ PROJECT TITLE \ ` '•• •'\ �� New York SMSA I 'o q AFTER COMPLETION OF CONSTRUCTION, •' . . . o CONTRACTOR SHALL RESTORE ALL DISTURBED \ �I ' N 25'57'00" �W 152.36' Y AREAS TO THEIR ORIGINAL EXISTING CONDITIONS. \ .Cg' /•� \ �` Limited Partnership + \ 5 /' \ d/b/a VERIZON WIRELESS ` SITE: MATTITUCK RELO . S 63'45'40" W \ \ 'gyp. ' �� •\ N 25.56'30" W 55.00' 12.00' \ /• 1000 PIKE STREET \ \ MATTITUCK, NY 11952 \ 100, oo \ \ 0J' \\ /, / �O \\ •.\ DRAWING TITLE SITE ROOF PLAN \. ,'• � o \ .y 6E TAKEN FROM LIMITED SCALE: 1" = 20' ` , �- ®® \\ EXISTING FEATURES SHOWN ON THIS SITE/ROOF PLAN WERE \ i'� �. SITE/ROOF PLAN I 18TH 2013 AND FROM A DRAWING OF THE �� ° ©° \\ '• �' MAIN GARAGE ROOF PLAN FIELD MEASUREMENTS TAKEN ON APRIL , BUILDING ENTITLED "ARCHITECTURAL SITE PLAN & DETAILS" (SHEET SP-1) PREPARED BY FRANK G. RELF, A.I.A. ARCHITECT; 520 BROADHOLLOW ROAD, MELVILLE, NY 11747 GRAPHIC SCALE � •• � ' �� ��� � qtr �''� � PROJECT INFORMATION DATED AUGUST 28TH, 1995 (RELF PROJECT# 95031F) FOR ADDITIONS AND \ ' . ALTERATIONS TO THE MATTITUCK FIRE DISTRICT FACILITY ON THE PROPERTY. so 0 �o so +o �� MAPS AND NOTES APPROXIMATE • V '• \ � i•' TRUE NORTH •\ REFERIENYit "ILFEATURES PROPOSED BY OTHERS SHOWN ON THIS SITE/ROOF PLAN WERE (IN FEET) s SCALE PROJECT NO. " \ • \ -' �' � ` t AS NOTED VER0798 " TAKEN FROM A DRAWING OF THE PROPERTY ENTITLED SITE PLAN (SHEET \ A-01) PREPARED BY GARY MUSCIANO, RA ARCHITECT; 611 MAIN STREET 2ND ( \ FLOOR BOONTON, NJ 07005 LAST ISSUED SEPTEMBER 1ST, 2014 (MUSCIANO /• /• . �� ',� 5z DRAWN BY DRAWING NO. GS PROJECT# 7141) FOR THE PROPOSED IN OF THE 120—FOOT \ /. ' , , \ i �' {'' �':'�'`�" ` ��' .� CHECKED BY TELECOMMUNICATION UNIPOLE AND RELATED UTILITIES AT THE PROPERTY. • APPROXIMATE \ \ � /. \ �. ' � \ ' �''� � / `�� �.: � . ° i' JHF � LOCATION OF EXISTING •.\ � � DATE STRUCTURE, TYP. \ • �.• \ �' . =. ..- .'. "' 7/15/14 GENERAL CONDITIONS ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW 4. CONSTRUCT TEMPORARY DUSTPROOF PARTITIONS WHERE REQUIRED TO S STRUCTURAL YORK STATE" AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. SEPARATE AREAS WHERE NOISY OR EXTENSIVE DIRT OR DUST OPERATIONS ARE I. ALL STRUCTURAL STEEL AND CONNECTION MATERIAL EXPOSED TO D. ENGINEER MAY INSPECT STRUCTURAL STEEL AT PLANT BEFORE SHIPMENT. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE STRINGENT SHALL APPLY. WEATHER SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION TION IN ACCORDANCE PERFORMED. WITH ASTM A123 AND A153. TOUCH-UP FIELD WELD AREAS WITH ZINC RICH E. CORRECT DEFICIENCIES IN STRUCTURAL STEEL WORK THAT INSPECTIONS A. ALL DIMENSIONS AND INFORMATION SHOWN IN THE DRAWINGS ARE TAKEN GDO NOT ALLOW DEMOLISHED OR REMOVED MATERIALS TO DROP, FALL OR PAINT. PROVIDE TNEMEC 90-93 OR EQUAL. AND LABORATORY TEST REPORTS HAVE INDICATED TO BE NOT IN COMPLIANCE C CONSULTING G.FROM LIMITED FIELD OBSERVATIONS. PRIOR TO CONSTRUCTION, CONTRACTOR WITH REQUIREMENTS. PERFORM ADDITIONAL TESTS, AT THE CONTRACTOR'S IMPACT AGAINST STRUCTURE OR FINISHES M REMAIN. PROTECT ALL SHALL VERIFY ALL ELEVATIONS AND DIMENSIONS WITH EXISTING STRUCTURES AND FINISHES TO REMAIN FROM DAMAGE OF ANY KIND. FABRICATION: EXPENSE, AS NECESSARY TO RECONFIRM ANY NONCOMPLIANCE OF ORIGINAL S SERVICES, P.C. CONDITIONS. INFORM THE ENGINEER OF ANY DISCREPANCIES PRIOR TO A. SHOP FABRICATION AND ASSEMBLY: FABRICATE AND ASSEMBLE STRUCTURAL WORK AND TO SHOW COMPLIANCE OF CORRECTED WORK. COMMENCING WORK AND DO NOT PROCEED WITH ANY AFFECTED WORK UNTIL NOTIFIED. H. DISPOSAL OF DEMOLISHED MATERIALS: REMOVE DEBRIS, RUBBISH AND ASSEMBLIES IN SHOP TO GREATEST EXTENT POSSIBLE. FABRICATE ITEMS OF F. WELDING: VISUALLY INSPECT TO THE REQUIREMENTS OF SECTION 6 AND 8 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 OTHER MATERIALS RESULTING FROM DEMOLITION OPERATIONS FROM BUILDING STRUCTURAL STEEL IN ACCORDANCE WITH AISC SPECIFICATIONS AND AS OF AWS D1.1. USE AN AWS CERTIFIED INSPECTOR OR ASSISTANT WELDING TEL:203.740.7578 FAX: 203.775.5670 B. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE CORRECTNESS OF SITE. TRANSPORT AND LEGALLY DISPOSE OF MATERIALS OFF SITE. INDICATED ON FINAL APPROVED SHOP DRAWINGS. PROVIDE CAMBER IN INSPECTOR(S) UNDER THE SUPERVISION OF THE AWS CERTIFIED WELDING DIMENSIONS OR QUANTITIES AND FOR THE FITTING TO OTHER WORK; FOR STRUCTURAL MEMBERS WHERE INDICATED. INSPECTOR. ALTERNATIVELY, IMPLEMENT A PROGRAM OF SELF CERTIFICATION WORK TO BE CONFIRMED AND CORRELATED AT THE SITE; FOR INFORMATION 1. IF HAZARDOUS MATERIALS ARE ENCOUNTERED DURING DEMOLITION OF WELDING INSPECTORS PROVIDED THE PROGRAM IS WRITTEN AND IS M/E/P ENGINEER: PERTAINING TO THE FABRICATION PROCEDURE OR TO THE MEANS, METHODS, OPERATIONS, COMPLY WITH APPLICABLE REGULATIONS, LAWS, AND 1. PROPERLY MARK AND MATCH-MARK MATERIALS FOR FIELD ASSEMBLY. SUPERVISED BY AN AWS CERTIFIED INSPECTOR IN COMPLIANCE WITH THE TECHNIQUES, SEQUENCES AND PROCEDURES OF CONSTRUCTION. THE ORDINANCES CONCERNING REMOVAL, HANDLING AND PROTECTION AGAINST FABRICATE FOR DELIVERY SEQUENCE THAT WILL EXPEDITE ERECTION AND REQUIREMENTS OF AWS D1.1, SECTIONS 6 AND 8. MAKE AVAILABLE TO THE VERIFICATION OF THE PHYSICAL INTERRELATIONSHIPS OF ELEMENTS OF THE EXPOSURE OR ENVIRONMENTAL POLLUTION. MINIMIZE FIELD HANDLING OF MATERIALS. ENGINEER THE WELD INSPECTION PROGRAM INCLUDING THE INSPECTOR'S WORK FROM PLANS AND SPECIFICATIONS AND IN THE FIELD IS THE CERTIFICATION RECORDS. INSPECT AND TEST DURING FABRICATION OF CB BREEN ASSOCIATES, P.C. CONTRACTOR'S SOLE RESPONSIBILITY. REVIEW OF CONTRACTOR'S I. DAMAGE: PROMPTLY REPAIR DAMAGES CAUSED TO ADJACENT FACILITIES 2. WHERE FINISHING IS REQUIRED, COMPLETE ASSEMBLY, INCLUDING STRUCTURAL STEEL ASSEMBLIES, AS FOLLOWS: SUBMISSIONS DOES NOT RELIEVE CONTRACTOR FROM THESE BY DEMOLITION WORK AT NO COST TO VERIZON WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. PROVIDE RESPONSIBILITIES. FINISH SURFACES OF MEMBERS EXPOSED IN FINAL STRUCTURE FREE OF 1. CERTIFY WELDERS AND CONDUCT INSPECTIONS AND TESTS AS REQUIRED. 46 RIVERSIDE AVENUE TEL 203-866-1471 MARKINGS, BURRS, AND OTHER DEFECTS. RECORD TYPES AND LOCATIONS OF DEFECTS FOUND IN WORK. RECORD C. PROPOSED OPENINGS OR RECESSES IN THE STRUCTURE WHICH ARE NOT STRUCTURAL STEEL WORK REQUIRED AND PERFORMED TO CORRECT DEFICIENCIES. WESTPORT, CT 06880 SHOWN IN THE DRAWINGS, EITHER DIRECTLY OR BY TYPICAL DETAIL, SHALL B. CONNECTIONS: WELD SHOP CONNECTIONS IN ACCORDANCE WITH AWS D1.1, BE SUBMITTED FOR ACCEPTANCE. GENERAL UNLESS OTHERWISE INDICATED. 2. PERFORM VISUAL INSPECTION OF ALL WELDS. D. HOLES OF ANY SIZE SHALL NOT BE DRILLED INTO STRUCTURAL MEMBERS SUBMITTALS: WITHOUT THE ACCEPTANCE OF THE ENGINEER, EXCEPT AS SHOWN IN THE A. PRODUCT DATA OR MANUFACTURER'S SPECIFICATIONS AND INSTALLATION C. BOLT FIELD CONNECTIONS, EXCEPT WHERE WELDED CONNECTIONS OR OTHER 3. PERFORM TESTS OF WELDS AS FOLLOWS. INSPECTION PROCEDURES LISTED INSTRUCTIONS FOR THE FOLLOWING PRODUCTS ALONG WITH SAMPLES CONNECTIONS ARE INDICATED. PROVIDE HIGH-STRENGTH THREADED FASTENERS ARE TO BE USED AT CONTRACTOR'S OPTION UNLESS OTHERWISE NOTED ON CLIENT: DRAWINGS. WHERE INDICATED. INCLUDE LABORATORY TEST REPORTS AND OTHER FOR BOLTED CONNECTIONS. THE DRAWINGS. DATA TO SHOW COMPLIANCE WITH THESE SPECIFICATIONS (INCLUDING a. LIQUID PENETRANT INSPECTION: ASTM E165. E. IT IS ANTICIPATED THAT ALL MEMBERS BE FABRICATED AND ERECTED SPECIFIED STANDARDS). D. HIGH-STRENGTH BOLTED CONSTRUCTION: INSTALL HIGH-STRENGTH THREADED FREE OF SHOP AND FIELD SPLICES. IF FIELD CONDITIONS NECESSITATE THE NEED FOR FIELD SPLICING OF MEMBERS SUBMIT SPLICE LOCATIONS FOR FASTENERS IN ACCORDANCE WITH AISC "SPECIFICATIONS FOR STRUCTURAL1. STRUCTURAL STEEL INCLUDING CERTIFIED COPIES OF MILL REPORTS JOINTS USING ASTM A325 OR A490 BOLTS." b. MAGNETIC PARTICLE INSPECTION: ASTM E709; PERFORMED ON ROOT ENGINEER'S ACCEPTANCE. WHERE SPLICING IS ACCEPTED, SPLICES COVERING CHEMICAL AND PHYSICAL PROPERTIES FOR EACH HEAT OF PASS AND ON FINISHED WELD. CRACKS OR ZONES OF INCOMPLETE SHALL BE SHOWN IN THE SHOP DRAWINGS. STEEL. E. WELDED CONSTRUCTION: COMPLY WITH AWS CODE FOR PROCEDURES, FUSION OR PENETRATION IS NOT ACCEPTABLE. F. SPACES NOT COVERED BY FINISH SYMBOLS SHALL BE FINISHED TO MATCH APPEARANCE AND QUALITY OF WELDS, AND METHODS USED IN CORRECTING RELATED SPACES TO THE SATISFACTION OF VERIZON 2. HIGH-STRENGTH BOLTS (EACH TYPE), INCLUDING NUTS AND WASHERS. WELDING WORK. c. RADIOGRAPHIC INSPECTION: ASTM E94 AND ASTM E142; MINIMUM \0000�. a. INCLUDE DIRECT TENSION INDICATORS IF USED. QUALITY LEVEL "2-2T." 27 G. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL ANGLE STRUTS, SOURCE QUALITY CONTROL: �� wlreleSS BRACKETS, GOGGLES, EYE BOLTS AND ALL ACCESSORIES REQUIRED TO 3. SAMPLE OF EACH BOLT TYPE, NUT, AND WASHER INCLUDING DIRECT A. GENERAL: MATERIALS AND FABRICATION PROCEDURES ARE SUBJECT TO d. ULTRASONIC INSPECTION: ASTM E164. PROPERLY SUPPORT, BRACE AND/CR REINFORCE ALL FINISHES, FRAMES, TENSION INDICATORS, IF USED. INSPECTION AND TESTS IN MILL, SHOP, AND FIELD CONDUCTED BY THE EQUIPMENT, ETC. ENGINEER. SUCH INSPECTIONS AND TESTS WILL NOT RELIEVE THE CONTRACTOR G. FIELD-BOLTED ICATIONS.CONNECTIONS: INSPECT IN ACCORDANCE WITH AISC 4 CENTEROCK ROAD B. SHOP DRAWINGS PREPARED UNDER SUPERVISION OF A LICENSED STRUCTURAL OF RESPONSIBILITY FOR PROVIDING MATERIALS AND FABRICATION PROCEDURES H. VERIZON RESERVES THE RIGHT TO DELIVER ANYTIME, PLACE AND INSTALL ENGINEER, INCLUDING COMPLETE DETAILS FOR FABRICATION AND IN COMPLIANCE WITH SPECIFIED REQUIREMENTS. WEST NYACK, NEW YORK 10994 EQUIPMENT AND FURNISHINGS AS THE WORK PROGRESSES, SO LONG AS THERE ASSEMBLY OF STRUCTURAL STEEL MEMBERS, PROCEDURES, AND DIAGRAMS. 1. FOR DIRECT TENSION INDICATORS, COMPLY WITH REQUIREMENTS OF SUBMIT THREE (3) SETS OF PRINTS AND ONE (1) SEPIA OF SHOP DRAWINGS 1. PROMPTLY REMOVE AND REPLACE MATERIALS OR FABRICATED COMPONENTS ASTM F959. VERIFY THAT GAPS ARE LESS THAN GAPS SPECIFIED IN IS NO INTERFERENCE WITH THE WORK OF THE GENERAL CONTRACTOR. FOR APPROVAL BY THE ENGINEER. THAT DO NOT COMPLY. TABLE 2 OF ASTM A959. I. ALL MATERIALS SHOWN ON THE DRAWINGS SHALL BE NEW UNLESS EXECUTION OTHERWISE NOTED. CONTRACTOR SHALL SUBMIT SAMPLES OF ALL MATERIAL 1. INCLUDE DETAILS OF CUTS, CONNECTION DESIGNS, CAMBER, HOLES, AND ERECTION: ANTENNA= ANTENNA CABLE. AND CABLE SUPPORT SYSTEMS TO VERIZON FOR ACCEPTANCE. OTHER PERTINENT DATA. INDICATE WELDS BY STANDARD AWS SYMBOLS AND A. NOTIFY THE ENGINEER 48 HOURS BEFORE DELIVERY OF THE STRUCTURAL SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. STEEL TO THE JOB SITE SO THAT THE ENGINEER CAN BE AVAILABLE FOR A. SUPPLY ANTENNA MAKE AND MODEL AS SHOWN ON DRAWINGS. ALL J. MANUFACTURER'S INSTRUCTIONS: COMPLY WITH MANUFACTURER'S INSPECTION OF MAKE-UP, HANDLING, ERECTION, WELDING AND BOLTING. ANTENNAS SHALL BE MOUNTED ON DOWNTILT BRACKETS. INSTALLATION INSTRUCTIONS AND RECOMMENDATIONS TO THE EXTENT THAT 2. THE CONTRACTOR SHALL REVIEW THOROUGHLY ALL STEEL DRAWINGS BEFORE THEY ARE MORE STRINGENT THAN RECOMMENDATIONS REQUIREMENTSDATLO IN CONTRACT DRAWINGS. SUBMITTING THE DRAWINGS TO THE ENGINEER FOR APPROVAL. THE CONTRACTOR B. TEMPORARY SHORING AND BRACING: PROVIDE TEMPORARY SHORING AND B. EXTERIOR CABLE TRAYS: SHALL SIGN THE DRAWINGS INDICATING THAT THIS REVIEW HAS OCCURRED BRACING MEMBERS WITH CONNECTIONS OF SUFFICIENT STRENGTH TO BEAR K. MOUNTING HEIGHTS: WHERE MOUNTING HEIGHTS ARE NOT INDICATED, AND THAT THE DRAWINGS BEING SUBMITTED ARE A COMPLETE FINAL SET IMPOSED LOADS. REMOVE TEMPORARY MEMBERS AND CONNECTIONS WHEN 1. SEE DRAWINGS FOR ALL CABLE TRAY LAYOUT, DETAILS, AND INSTALL COMPONENTS AT STANDARD HEIGHTS FOR THE APPLICATIONS INCLUDING ALL INFORMATION REQUIRED FOR APPROVAL. IF, IN THE REVIEW PERMANENT MEMBERS ARE IIN PLACE AND FINAL CONNECTIONS ARE MADE. SPECIFICATIONS. INDICATED. REFER QUESTIONS TO 'VERIZON OF THE DRAWINGS BY THE ENGINEER, IT BECOMES EVIDENT THAT THE PROVIDE TEMPORARY GUY LINES TO ACHIEVE PROPER ALIGNMENT OF DRAWINGS HAVE NOT BEEN REVIEWED BY THE CONTRACTOR, OR ARE NOT STRUCTURES AS ERECTION PROCEEDS. C. ANTENNA CABLES: L. CLEANING AND PROTECTION: DURING HANDLING AND INSTALLATION, COMPLETE, THE REVIEW SHALL BE DISCONTINUED UNTIL A COMPLETE AND CLEAN AND PROTECT CONSTRUCTION IN PROGRESS AND ADJOINING MATERIALS FINAL SET HAS BEEN SUBMITTED TO THE ENGINEER FOR APPROVAL. THE C. TEMPORARY PLANKING: PROVIDE TEMPORARY PLANKING AND WORKING 1. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS IN PLACE. APPLY PROTECTIVE COVERING WHERE REQUIRED. CONTRACTOR WILL BE FULLY RESPONSIBLE FOR ANY DELAYS IN FABRICATION PLATFORMS AS NECESSARY TO EFFECTIVELY COMPLETE WORK. SPECIFIED BY VERIZON. THAT SHOULD ARISE DUE TO AN INSUFFICIENT SUBMITTAL. 1. CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS OFTEN AS NECESSARY D. FIELD ASSEMBLY: SET STRUCTURAL FRAMES ACCURATELY TO LINES AND BASE STATION ANTENNAS: C. TEST REPORTS CONDUCTED ON SHOP- AND FIELD-BOLTED AND WELDED ELEVATIONS INDICATED. ALIGN AND ADJUST VARIOUS MEMBERS FORMING FOR CABLE RUNS UP TO 100 FEET, USE 7/8" INCH CABLE THROUGHOUT THE CONSTRUCTION PERIOD. CONNECTIONS. INCLUDE DATA ON TYPE(S) OF TESTS CONDUCTED AND TEST PART OF COMPLETE FRAME OR STRUCTURE BEFORE PERMANENTLY FASTENING. FOR CABLE RUNS GREATER THAN 100 FEET/USE 1-5/8 INCH CABLE 2. LIMITING EXPOSURES: SUPERVISE OPERATIONS TO ENSURE THAT NO PART RESULTS. CLEAN BEARING SURFACES AND OTHER SURFACES THAT WILL BE IN PERMANENT GPS ANTENNAS: OF CONSTRUCTION, COMPLETED OR IN PROGRESS, IS SUBJECT TO HARMFUL OR QUALITY ASSURANCE: CONTACT BEFORE ASSEMBLY., PERFORM NECESSARY ADJUSTMENTS TO FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8" INCH CABLE DELETERIOUS EXPOSURE. SUCH EXPOSURE INCLUDES: COMPENSATE FOR DISCREPANCIES IN ELEVATIONS AND ALIGNMENT. A. CODES AND STANDARDS: COMPLY WITH PROVISIONS OF FOLLOWING, EXCEPT AS FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE a. WATER INFILTRATION AND EXPOSURE TO WEATHER. OTHERWISE INDICATED: 1. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF STRUCTURE WITHIN SPECIFIED 2. MINIMUM BENDING RADII: AISC TOLERANCES. b. EXCESSIVELY HIGH OR LOW TEMPERATURES OR HUMIDITY. 1. "BUILDING CODE OF NEW YORK STATE," LATEST EDITION, 7/8 INCH CABLE, RMIN = 15 INCHES. AND WITH THE REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. 2. ESTABLISH REQUIRED LEVELING AND PLUMBING MEASUREMENTS ON MEAN 1-5/8 INCH CABLE, RMIN = 25 INCHES. c. HEAVY TRAFFIC, SOILING, STAINING AND CORROSION. 2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC "SPECIFICATION FOR OPERATING TEMPERATURE OF STRUCTURE. MAKE ALLOWANCES FOR (AISC) DIFFERENCE BETWEEN TEMPERATURE AT TIME OF ERECTION AND MEAN 3. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL d. UNUSUAL WEAR OR OTHER MISUSE. STRUCTURAL STEEL BUILDINGS - ALLOWABLE STRESS DESIGN AND PLASTIC TEMPERATURE AT WHICH STRUCTURE WILL BE WHEN COMPLETED AND IN IN FIELD PRIOR TO CONSTRUCTION. DESIGN," INCLUDING "COMMENTARY." SERVICE. e. CONTACT. BETWEEN INCOMPATIBLE MATERIALS. 3. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" 4. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTION. 3. SPLICE MEMBERS ONLY WHERE INDICATED AND ACCEPTED ON SHOP AT EACH END. f. THEFT OR VANDALISM. DRAWINGS. 5. CONNECTORS HANGERS AND ACCESSORIES SHALL BE PLACED AND M. CONTRACTOR RESPONSIBILITIES: PROVIDE INSPECTIONS AND TESTS 4. AMERICAN WELDING SOCIETY (AWS) D1.1 "STRUCTURAL WELDING CODE -STEEL." E. ERECTION BOLTS: ON EXPOSED WELDED CONSTRUCTION, REMOVE ERECTION INSTALLED AS RECOMMENDED BY THE CABLE MANUFACTURER AND PER SPECIFIED OR REQUIRED BY GOVERNING AUTHORITIES. COORDINATE ALL 5ASTM A6 GENERAL REQUIREMENTS FOR DELIVERY OF ROLLED STEEL PLATESBOLTS, FILL HOLES WITH PLUG WELDS, AND GRIND SMOOTH AT EXPOSED VERIZON'S REQUIREMENTS. . , TESTING AND INSPECTION WITH VERIIZON SURFACES. SHAPES, SHEET PILING AND BARS FOR STRUCTURAL USE." 6. CABLES SHALL BE LABELED WITH PERMANENT MARKERS, BRASS TAGS N. PERMITS, LICENSES, AND CERTIFICATES: CONTRACTOR SHALL OBTAIN 1. COMPLY WITH AISC SPECIFICATIONS FOR BEARING, ADEQUACY OF STAMPED WITH ANTENNA ORIENTATION AND ATTACHED TO CABLES WITH AND PAY FOR ALL PERMITS, LICENSES AND THE LIKE REQUIRED TO COMPLETE B. QUALIFICATIONS FOR WELDING WORK: QUALIFY WELDING PROCEDURES AND WELDING TEMPORARY CONNECTIONS, AND ALIGNMENT. STAINLESS STEEL TIE WIRES. TAGS SHALL BE PROVIDED AT: THE WORK. FOR VERIZON'S RECORDS, SUBMIT COPIES OF PERMITS, LICENSES, OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS. CERTIFICATIONS, INSPECTION REPORTS, RELEASES, JURISDICTIONAL 2. DO NOT ENLARGE UNFAIR HOLES IN MEMBERS BY BURNING OR BY USING a. ANTENNA LOCATIONS SETTLEMENTS, NOTICES, RECEIPTS FOR FEE PAYMENTS, JUDGMENTS AND 1. PROVIDE CERTIFICATION THAT WELDERS TO BE EMPLOYED IN WORK HAVE DRIFT PINS. REAM HOLES THAT MUST BE ENLARGED TO ADMIT BOLTS. SIMILAR DOCUMENTS, CORRESPONDENCE AND RECORDS ESTABLISHED IN SATISFACTORILY PASSED AWS QUALIFICATION TESTS. b. AT 50 FOOT INTERVALS CONJUNCTION WITH COMPLIANCE WITH STANDARDS AND REGULATIONS BEARING F. WELDED CONNECTIONS: UPON PERFORMANCE OF THE WORK. 2. IF RECERTIFICATION OF WELDERS IS REQUIRED, RETESTING WILL BE c. BEFORE ENTRY INTO THE EQUIPMENT ROOM/SHELTER/CABINET CONTRACTOR'S RESPONSIBILITY. 1. COMPLY WITH AWS D1.1 FOR QUALIFICATION OF WELDERS, PROCEDURE 0. ALL WORK TO BE PERFORMED IN A PROFESSIONAL AND WORKMANLIKE QUALIFICATIONS, AND ALL WELDING. 7. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A MANNER WITH PROPER SUPERVISION AND CRAFTSMEN SKILLED IN THEIR DELIVERY, STORAGE, AND HANDLING: 2. KEEP SURFACES TO BE WELDED FREE FROM LOOSE SCALE, RUST, GREASE, WEATHERPROOF SPLICING KIT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 TRADES AND LICENSED WHERE REQUIRED BY LAW. A. DELIVER MATERIALS TO SITE AT SUCH INTERVALS TO ENSURE UNINTERRUPTED PAINT OR OTHER FOREIGN MATERIAL EXCEPT THAT MILL SCALE WHICH 8. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS P. ALL WORK SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER DATE PROGRESS OF WORK. RESISTS VIGOROUS BRUSHING CAN REMAIN. KEEP JOINT SURFACES WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL 2 ISSUED FOR CONSTRUCTION 8/4/14 OF FINAL ACCEPTANCE BY VERIZON. ALL MANUFACTURER GUARANTEES AND B. STORE MATERIALS TO PERMIT EASY ACCESS FOR INSPECTION AND INDENTICATION. FREE FROM FINS AND TEARS. BE SEALED IMMEDIATELY AFTER BEING INSTALLED. WARRANTIES TO BE TURNED OVER TO VERIZON. KEEP STEEL MEMBERS OFF GROUND BY USING PALLETS, PLATFORMS, OR OTHER 3. TACK WELDS, WHICH ARE LATER INCORPORATED INTO FINISHED WELDS CARRYING SAFETY NOTES 1 ISSUED FOR REVIEW 7/21/14 DEMOLITION, CUTTING AND PATCHING SUPPORTS. PROTECT STEEL MEMBERS AND PACKAGED MATERIALS FROM EROSION, CALCULATED STRESS, SHALL NOT BE CONSIDERED AS STRUCTURAL WELDS. DISTORTION, AND DETERIORATION. IF BOLTS OR NUTS BECOME DRY OR RUSTY, A. SPECIAL PRECAUTIONS SHALL BE SO THAT THE CONSTRUCTION AND Na ISSUE OR REVISION DATE A. COORDINATE ALL CUTTING AND PATCHING OPERATIONS WITH VERIZON CLEAN AND RELUBRICATE BEFORE USE. G. BOLTED CONNECTIONS: EQUIPMENT INSTALLATION SHALL NOT AFFECT THE FOLLOWING: B. PROVIDE AND PLACE BRACING OR SHORING AS NEEDED. 1. DO NOT STORE MATERIALS ON STRUCTURE IN A MANNER THAT MIGHT CAUSE 1. TENANT EGRESS TO AND FROM THE BUILDING. No use, reproduction or dissemination may be made of this drawing 1. USE ASTM A325 HIGH STRENGTH BOLTS TYPE X (BEARING TYPE WITH DISTORTION OR DAMAGE TO MEMBERS OR SUPPORTING STRUCTURES. REPAIR THREADS EXCLUDED FROM THE SHEAR PLANE), HAND TIGHT WITH and the concepts set forth without the prior written consent of EXISTING CONSTRUCTION TO PROVIDE FOR THE INSTALLATION OF OTHER C. EMPLOY SKILLED WORKMEN TO PERFORM CUTTING AND PATCHING. CUT OR REPLACE DAMAGED MATERIALS OR STRUCTURES AS DIRECTED. PAL NUTS WHERE INDICATED. 2. FIRE SAFETY OF THE BUILDING. Structural Consulting Services, P.C. Copyriqht@2015 COMPONENTS OR THE PERFORMANCE OF OTHER CONSTRUCTION ACTIVITIES AND PRODUCTS THE SUBSEQUENT FITTING AND PATCHING REQUIRED TO RESTORE SURFACES TO MATERIALS: 2. DO NOT USE BURNING TORCHES TO CREATE HOLES OR TO CUT MEMBERS 3. STRUCTURAL SAFETY OF THE BUILDING. PROJECT TITLE THEIR ORIGINAL CONDITION. A. METAL SURFACES, GENERAL: FOR FABRICATION OF WORK THAT WILL BE CARRYING STRESSES UNLESS SPECIFICALLY AUTHORIZED BY THE IN ADDITION: New York SMSA EXPOSED TO VIEW, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE OF ENGINEER. D. CUTTING: CUT EXISTING CONSTRUCTION USING METHODS LEAST LIKELY SURFACE BLEMISHES INCLUDING PITTING, RUST AND SCALE SEAM MARKS, 1. NO CREATION OF NOISE OUTSIDE THE HOURS OF 7:00 AM TO 6:00 PM Limited Partnership TO DAMAGE ELEMENTS TO BE RETAINED ON ADJOINING CONSTRUCTION. ROLLER MARKS, ROLLER TRADE NAMES, AND ROUGHNESS. REMOVE SUCH 3. BOLT FIELD CONNECTIONS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. IS ALLOWED. USE 3/4 INCH DIAMETER BOLTS WITH STANDARD 13/16 INCH DIAMETER d/b/a VERIZON WIRELESS BLEMISHES BY GRINDING, OR BY WELDING AND GRINDING, PRIOR TO CLEANING, 1. WHERE CUTTING IS REQUIRED, USE HAND OR SMALL POWER TOOLS TREATING, AND APPLYING SURFACE FINISHES. HOLES UNLESS OTHERWISE SHOWN ON THE DRAWINGS. SITE: MATTITUCK RELO DESIGNED FOR SAWING OR GRINDING, NOT HAMMERING AND CHOPPING. CUT 2. BUILDING SECURITY SHALL BE MAINTAINED IN ORDER TO PREVENT HOLES AND SLOTS TO SIZE REQUIRED WITH MINIMUM DISTURBANCE OR B. STRUCTURAL STEEL: 4. USE BOLTS SUFFICIENTLY LONG TO EXTEND BEYOND BUT NOT LESS THAN UNAUTHORIZED PERSONS FROM ENTERING THE PREMISES. 1000 PIKE STREET ADJACENT SURFACES. TEMPORARILY COVER OPENINGS WHEN NOT IN USE. TO FLUSH WITH THE FACE OF THE NUT WHEN TIGHTENED. MATTITUCK, NY 11952 AVOID MARRING EXISTING FINISHED SURFACES, CUT OR DRILL FROM THE WIDE FLANGE SHAPE : ASTPLATE 2 (50BARKSI) ASTM A36 3 ELECTRICITY, INTERRUPTED, G S,R DURING WATER, AND ANY OTHER UTILITIES SHALL NOT BE OF =nL ' -- EXPOSED OR FINISHED SIDE INTO CONCEALED SURFACES. 5. TIGHTEN BOLTS IN ACCORDANCE WITH THE SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" AS APPROVED DRAWING TITLE E. PATCHING: PATCH WITH DURABLE SEAMS THAT ARE AS INVISIBLE AS C. COLD-FORMED STEEL TUBING: ASTM A500, GRADE B. BY THE RESEARCH COUNCIL ON RIVETED AND BOLTED STRUCTURAL JOINTS OR B. ACCUMULATION OF DUST: THE CONTRACTOR SHALL LEAVE THE WORK SITE 2 2015 POSSIBLE. COMPLY WITH SPECIFIED TOLERANCES. AS INDICATED ON DRAWINGS AND SPECIFICATIONS. CLEAN EACH DAY. D. STEEL TUBING: ASTM A500 GRADE B (46 KSI - RECTANGULAR, 42 KSI - ROUND) C. IF THE CONTRACTOR DURING THE COURSE OF WORK OBSERVES THE EXISTENCE Southold Townrd 1. RESTORE EXPOSED FINISHES OF PATCHED AREAS AND EXTEND FINISHED E. UNFINISHED THREADED FASTENERS: ASTM A307, GRADE A, REGULAR LOW-CARBON H. GAS CUTTING: DO NOT USE GAS CUTTING TORCHES IN FIELD FOR CORRECTING Planning board FABRICATION ERRORS IN PRIMARY STRUCTURAL FRAMING. CUTTING WILL BE OF ASBESTOS IN OR ON THE STRUCTURE OR BUILDING, THE CONTRACTOR SHALL STRUCTURAL SPECIFICATIONS RESTORATION INTO RETAINED ADJOINING CONSTRUCTION IN A MANNER THAT STEEL BOLTS AND NUTS. PERMITTED ONLY ON SECONDARY MEMBERS THAT ARE NOT UNDER STRESS, AS PROMPTLY NOTIFY THE VERIZON REPRESENTATIVE AND ENGINEER. THE VERIZON WILL ELIMINATE EVIDENCE OF PATCHING. 1. PROVIDE HEXAGONAL HEADS AND NUTS FOR ALL CONNECTIONS. ACCEPTABLE TO THE ENGINEER. FINISH GAS-CUT SECTIONS EQUAL TO A REPRESENTATIVE SHALL CONSULT WITH THE ENGINEER REGARDING REMOVAL AND NOTES 2. WHERE PATCHING FIRE RATED CONSTRUCTION PROVIDE FIREPROOFING ANDSHEARED APPEARANCE WHEN PERMITTED. OR ENCAPSULATION OF THE ASBESTOS MATERIAL AND THE CONTRACTOR SHALL FIRESTOPPING AS REQUIRED BY THE BUILDING CODE. F. HIGH-STRENGTH THREADED FASTENERS: HEAVY HEXAGON STRUCTURAL BOLTS, NOT PERFORM ANY WORK PERTINENT TO THE ASBESTOS MATERIAL PRIOR TO HEAVY HEXAGON NUTS, AND HARDENED WASHERS, AS FOLLOWS: QUALITY CONTROL: RECEIPT OF SPECIAL INSTRUCTIONS FROM VERIZON THROUGH THE ENGINEER. F. PROTECTION: PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT OWNER'S PERSONNEL AND GENERAL 1. QUENCHED AND TEMPERED MEDIUM-CARBON STEEL BOLTS, NUTS, AND A. THE ENGINEER WILL INSPECT HIGH-STRENGTH BOLTED CONNECTIONS AND D. COORDINATE ALL CONSTRUCTION OPERATIONS WITH ANY PROTOCOL ESTABLISHED BY WASHERS, COMPLYING WITH ASTM A325. WELDED CONNECTIONS AND (PERFORM TESTS AND PREPARE TEST REPORTS THE BUILDING FOR ALL APPLICABLE PROCEDURES THROUGHOUT CONSTRUCTION. SEAL ;�, r 1',�:-�;�, SCALE PROJECT NO. PUBLIC FROM INJURY DUE TO DEMOLITION WORK. AS REQUIRED. AS NOTED VER0798 G 1. PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE G. DIRECT TENSION INDICATORS: ASTM F959, TYPE AS REQUIRED. ' �- B. TESTING AGENCY SHALL CONDUCT AND INTERPRET TESTS STATE IN EACH PASSAGE OF OWNER'S PERSONNEL AND GENERAL PUBLIC, AND TENANTS TO AND 9 � DRAWN BY DRAWING NO. AS-BUILT DRAWINGS: f/ 1. USE ON ALL A325 BOLTS ON CONNECTIONS THAT ARE SLIP CRITICAL WITH REPORT WHETHER TEST SPECIMENS COMPLY WITH REQUIREMENTS, AND THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER A SET OF GS FROM OCCUPIED PORTIONS OF BUILDING. ENGINEERS APPROVAL IN LIEU OF INSTALLATION BY TORQUING OR TURN SPECIFICALLY STATE ANY DEVIATIONS THEREFROM. ' Imi CHECKED BY OF THE NUT. CONTRACT DRAWINGS WITH ALL CONSTRUCTION REVISIONS AND/OR m a� cup 2. PROTECT EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE AND C. PROVIDE ACCESS FOR ENGINEER TO PLACES WHERE STRUCTURAL STEEL MODIFICATIONS DENOTED WITH RED PENCIL. THESE DRAWINGS WILL BE BECOME EXPOSED DURING DEMOLITION OPERATIONS. H. ELECTRODES FOR WELDING: COMPLY WITH AWS CODE. WORK IS BEING FABRICATED OR PRODUCED SO THAT REQUIRED INSPECTION A ��.��` JHF AN BE ACCOMPLISHED. CONSIDERED THE CONTRACTORS AS BUILTS. FINAL PAYMENT WILL DATE S - 0 3. PROTECT FLOORS WITH SUITABLE COVERINGS WHEN NECESSARY. NOT BE MADE UNTIL DRAWINGS ARE RECEIVED BY THE ENGINEER. UpE�`Ss®` � 7/15/14 r VERIZON WIRELESS ANTENNA & CABLE NOTES: L3x3x'/* HORIZONTAL BRACE ACROSS PIPE MASTS. V0 GALV. OR ANTENNA CABLE, TYP. SUPPORT 1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TRANSMISSION ATTACH BRACE TO EACH PIPE MAST WITH U"0 S.S. U-BOLT POST ALL CABLES TOP OF VERTICAL S STRUCTURAL U-BOLT WITH HEAVY HEX AND PAL NUTS. � RUN WITH TYPICAL HOISTING GRIPS. CABLE, JUMPERS, CONNECTORS, GROUNDING STRAPS, ANTENNAS, MOUNTS AND HARDWARE. ALL MATERIALS SHALL BE INSPECTED 2'-6" %"0 GALV. OR 2'-0" MAX. 4" MAX. C CONSULTING BY THE CONTRACTOR FOR DAMAGE UPON DELIVERY. JUMPERS SHALL UNIVERSAL VERTICAL TRAPEZE KIT (VALMONT S.S. BOLT BE SUPPLIED AT ANTENNAS AND AT EQUIPMENT CABINETS ON PAD. ROUND OVERSIZED HARDENED WASHER P/N VT12), TYP. AT 4'-0" O.C. MAX. I SET IN BED OF SILICONE SEALANT, TYP. S SERVICES P.C. COORDINATE LENGTH OF JUMPER CABLES IN FIELD WITH VERIZON WIRELESS METAL DECK RAIN CANOPY GRIP-SPAN BRIDGE CHANNEL (VALMONT P/N AND COORDINATE & VERIFY ALL OTHER MATERIALS TO BE PROVIDED WITH VERIZON WIRELESS PRIOR TO SUBMITTING BID AND ORDERING MATERIALS. CANOPY SUPPORT FRAMING, TYP. GRS12-10). CUT CHANNEL AS REQUIRED AND ° ° ° 67 FEDERAL ROAD,BROOKFIELD,CT 06804 COLD SPRAY GALVANIZE CUT END. TEL:203.740.7578 FAX: 203.775.5670 2. AFTER INSTALLATION, THE TRANSMISSION LINE SYSTEM ! (2)-3/8"� A307 OR A36 GALV. STEEL ° COAX CABLES ROUTED UNIVERSAL VERTICAL I ° 1 f ° G� SHALL BE TDR/SWEEP TESTED FOR PROPER INSTALLATION DOWN TO CABLE TRAY. THREADED RODS. FASTEN TO TRAPEZE KIT (VALMONT P/N AND DAMAGE WITH ANTENNAS CONNECTED. CONTRACTOR TO OBTAIN LATEST MAINTAIN MINIMUM "\\ UNISTRUT WITH ROUND HARDENED OVERSIZED VT18), TYP. AT EACH END. M/E/P ENGINEER: TESTING PROCEDURE FROM VERIZON PRIOR TO BIDDING. CABLE BEND RADIUS, HEAVY HEX NUT, WASHERS AND DOUBLEHEAVY HEX NUTS. PROVIDE DURABLE FOAM EDGE �\P 3. ANTENNA CABLES SHALL BE COLOR CODED AT THE FOLLOWING LOCATIONS: SEE MANUFACTURERS TYP. BOTH SIDES OF GUARD AT CABLE TRAY END +�'+\ SPECIFICATIONS. CANOPY DECK, TYP. GALV. P1000 UNISTRUT MEMBER I �� UNIPOLE PORTHOLE-/ CB BREEN ASSOCIATES, P.C. - AT THE ANTENNAS - AT THE BASE OF THE TELECOMMUNICATION UNIPOLE 5'-0" O.C. MAX.. FASTEN ANTENNA 1 2 I A► (BY OTHERS). VERIFY - JUMPER CABLES ® EQUIPMENT CABINETS LOOP, TYP. CABLES TO UNISTRUT WITH STAINLESS I I EXACT LOCATION AND 4. GROUND ANTENNA CABLES AT THE ANTENNAS, AT THE EQUIPMENT � STEEL SNAPSTAK STACKABLE SNAP-IN ' I ELEVATION IN FIELD. 46 RIVERSIDE AVENUE TEL 203-866-1471 HANGER BY ANDREW OR EQUAL, TYP. UNIPOLE WESTPORT, CT 06880 AND AT THE BASE OF VERTICAL RUNS MOD. CELL STACK 2 CABLES DEEP MAXIMUM. _______________________________ i CI C (BY OTHERS) CABINET 5. UTILIZE ANDREWS GROUNDING KIT ##204989 SERIES WITH DOUBLE HOLE _OR_ COAX OR JUMPER CABLES, TYP. CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE (BY ANTENNA SIGNAL CONTRACTOR). 9712 I I �0 FRAMED OPENING INCABINET I I N CLIENT: 6. SYSTEM INSTALLATION: GRATING FOR CABLE SCREENING ENCLOSURE WALL, TYP. I I THE CONTRACTOR SHALL INSTALL ALL CABLES AND ANTENNAS TO THE PASSAGE. SEE I I MANUFACTURER'S AND VERIZON'S SPECIFICATIONS. THE CONTRACTOR IS SHEETS S-2 AND ROOF MOUNTED CABLE TRAY. SEE SHEET I I RESPONSIBLE FOR THE PROCUREMENT AND INSTALLATION OF THE FOLLOWING: S-3 FOR DETAILS. C-1 FOR CONTINUATION AND DETAILS, 1. ALL CONNECTORS, ASSOCIATED CABLE MOUNTING, AND GROUNDING NOTES AND LEGEND ON THIS SHEET. NNQ HARDWARE. NEW NON-PENETRATING dQ 2. ALL MOUNTS STANDOFFS AND ASSOCIATED HARDWARE. ROOFTOP CABLE TRAY SEAL ALL AROUND NUT AND PROVIDE DRIP LOOPS FOR ALL CAGES WHERE ROUTED TO ROOF EDGE. - ---- - WASHER ON CANOPY WITH SILICONE ATTACH COAX CABLES TO VERTICAL TRAPEZE KITS WITH VERTICAL RUNS TRANSITION TO HORIZONTAL 3. %" HELIAX ANTENNA JUMPERS OF APPROPRIATE LENGTHS. SEE ROOF PLAN ON SEALANT AFTER INSTALLATION. STACKABLE SNAP-IN HANGERS (VALMONT P/N 78SS-A) RUNS. MAINTAIN MINIMUM CABLE BENDING 7. ANTENNA CABLES SHALL BE FOAM DIELECTRIC COAXIAL CABLES AS SHEET C-1 AND RADIUS PER SPECIFICATIONS ON THIS SHEET. N13UP=,lwireless SPECIFIED BY VERIZON WIRELESS. DETAILS, NOTES, AND LEGEND ON THIS SHEET. ACCESS PLATFORM AND CABLE LAYOUT AT ROOF EDGE AND INTO UNIPOLE BASE STATION ANTENNAS: EXISTING ROOF SURFACE SUPPORT FRAMING, TYP. 2SC ��" = 1'-0" 4 CENTEROCK ROAD FOR CABLE RUNS OF UP TO 100 FIEET, USE 7/8" INCH CABLE. WEST NYACK, NEW YORK 10994 FOR CABLE RUNS GREATER THAN 100 FEET, USE 1-5/8 INCH CABLE. 3" (2)-J"0 A325-SC BOLTS GPS UNITS: (:D CABLE LAYOUT ATEQUIPMENT PLATFORM , „ , „B ® 3" O.C. THROUGH WO FOR CABLE RUNS OF UP TO 200 FEET, USE 7/8' INCH CABLE. SCALE: " = 1'-0" 1 1 HOLES IN BOTH ANGLES FOR CABLE RUNS GREATER THAN 200 FEET, USE 1-5/8 INCH CABLE. - L4x4xj x 6 LONG (2)-%"0 U-BOLTS _ 8. MINIMUM BENDING RADII FOR COAXIAL CABLES: HEAVY HEX AND 2_7/8" ® 3" O.C. VERT. 7/8 RMIN = 15" I PAL NUT, TYP. Vx5%5" PLATE 1-5/8", RMIN = 25" 9/115"0 HOLE, TYP. TOTAL VERIZON WIRELESS EQUIPMENT SQUARE FOOTAGE: t 9. CABLES SHALL BE INSTALLED WITH A MINIMUM NUMBER OF BENDS °O tD i to - 1%" ONE (1) ALPHA ARGUS CABINET = 1 X 3.88 SF = 3.88 SF i I . LUJ --- WHERE POSSIBLE. CABLES SHALL NOT BE LEFT UNTERMINATED AND SHALL I TYP. J BE SEALED IMMEDIATELY AFTER BEING INSTALLED. ONE (1) POWER/TELCO CABINET = 1 X 5.9 SF = 5.9 SF I= - TWO (2) BATTERY CABINETS = 2 X 5.73 SF = 11.46 SF I 2r O.D. SCHED. 40 0 „ " 1-1/16'.] GALV. STEEL PIPE MAST 11/16 x1 SLOTTED np 10. ALL CABLE CONNECTIONS OUTSIDE SHALL BE COVERED WITH A ONE (1) MODULAR CELL CABINET = 1 X 9.28 SF = 9.28 SF HOLES, TYP. WEATHERPROOF SPLICING KIT. ONE (1) 9712 CABINET = 1 X 5.21 SF = 5.21 SF A"0 GALV. OR S.S. U-BOLT L3x3 DIAG. BRACE TOTAL = 35.73 SF L5x3%xj LLH x 11" LONG , , \,-HEAVY HEX & 11. CONTRACTOR SHALL VERIFY EXACT LENGTHS AND DIRECTION OF TRAVEL 21-6" 2-0" B 1�i" 8" 1,�" PAL NUTS, TYP. IN FIELD PRIOR TO CONSTRUCTION. _ ALPHA _ POWER SECTION A-A SECTION B-B SECTION C-C 12. CABLES SHALL BE FURNISHED WITHOUT SPLICES AND WITH CONNECTORS ARcus _ AT EACH END. CABINET FRONT `� TELCO ao A SCALE: 2" = 1'-0" B SCALE: NONE SCALE: NONE FRONT � FRONT 4"-6" _........�Lln NEW STEEL FRAMING, TYP. NOM o NEW GPS ANTENNA (MODEL S.F.=3.88 SF S.F.=5.9 SF REFER TO THE TELECOMMUNICATION o GPS-TMG-HR-26NCM BY PCTEL, INC.) TOP OF NEW GPS ANTENNA P1000 GALV. STEEL UNISTRUT ELEV. 33'-2"± AGL _ CHANNEL ATTACHED TO FRAMING WITH UNIPOLE DRAWINGS BY OTHERS ALPHA ARGUS CABINET POWER/TELCO CABINET - GALV. OR S.S. ANGLE ADAPTERS, TYP. FOR ADDITIONAL INFORMATION. Q It (ONE (1) TOTAL) (ONE (1) TOTAL) az 00 Q $ 1j" O.D. SCHED. 40 �. Q 1c GALV. STEEL PIPE MAST i'- 3f 5.4 1 ATTACH COAX CABLES TO UNISTRUT NEW ANTENNA SIGNAL CABLES ROUTED TO PANEL (LENGTH AS REQUIRED) , o 00 0x WITH STACKABLE SNAP-IN HANGERS ANTENNAS WITHIN CONCEALMENT CYLINDER, TYP. 1 00 (VALMONT P/N 78SS-A), TYP. (2)-%"0 GALV. OR S.S. c MODULAR cV 9712 `n 0 STEEL CENTER MOUNTING PIPE (BY OTHERS) „ TOP OF NEW BATTERY c�0 CABINET �`� CABINET a; 000000 U-BOLTS ® 9 O.C. I SCREENING ENCLOSURE CABINET 06 N 000000 - 36"± O.D. FIBERGLASS CONCEALMENT 0 (2)-%"0 GALVANIZED OR ELEV. 31'-2"± AGL N FRONT oo FRONT SUPPORT GRIP FROM FIXED CYLINDER (BY OTHERS) 00 STAINLESS STEEL THRU i` I FRONT n I „ MEMBER WITHIN UNIPOLE TYPICAL ANTENNA CABLE I-- -I 25.4 F-2-5--6-- NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED 00 BOLTS @ 9" O.C. 0 28.8 MOUNT TO STEEL FRAMING OCT 0 2 2015 WITHIN FIBERGLASS CONCEALMENT CYLINDER, TYPICAL 00 - - ,-� S.F.=5.73 SF EACH S.F.=9.28 SF EACH S.F.=5.21 SF EACH 7 AT THREE 3 LOCATIONS. INSTALL ANTENNAS AS I C0 TOTAL HEIGHT OF CABINET = 69.2" TOTAL HEIGHT OF CABINET = 72" TOTAL HEIGHT OF CABINET = 73.8" SCALE: 1" = 1'-0"± ( ) o HOISTING GRIP AS MANUFACTURED Southold Town PER THE TELECOMMUNICATION UNIPOLE -ri BATTERY CABINET MODULAR CELL CABINET 9712 CABINET BY VALMONT MICROFLECT OR N / Planning Board MANUFACTURER'S INSTALLATION INSTRUCTIONS. GALV. STEEL 'Aa"x6"x12" - (Two (2) TOTAL) (ONE (1) TOTAL) (ONE (1) TOTAL) APPROVED EQUAL. SEE BELOW OBTAIN APPROPRIATE ANTENNA MOUNTING HARDWARE FROM THE UNIPOLE MANUFACTURER. G�0(t BACKER PLATE 2° FOR PART NUMBER. 3/8"0 BOLT W/ CHANNEL 6SOLID HIGH CABLE TRAY WITH P sE VERIZON WIRELESS " IN CABLE TR�4Y SDERAIL HEAVY DUTY ECLAM SR AND GPMP ��5� �� �y GALV. STEEL X%6"x6" x 8 SECTION TA 2 WIDE FLANGE. USE PLASTIC 0 0 / 4 GENERAL REVISIONS 7/17/15 ELECTRICAL TAPE SPACERS BETWEEN GALV. 0 0 0 O HSS4x4x3 16 HOT DIP STRAP DIPLEXERS (NOT SHOWN) TIGHT GjOp�P` $ �� 12 LONG BENT PLATE SOCREENING ENCLOSURE &EQ ALU I PM EN T CABINET DIMENSIONS STEELSURFACESMITYP E: NONE 5A 0" O.C. MAX. TO STEEL CENTER MOUNTING PIPE AND 9 a � COAXIAL CABLE PLACE NEAR BOTTOM OF PANEL r' o EXISTING ROOF SURFACE 2"" -----------' -- 3 ISSUED FOR BUILDING PERMIT 4/15/15 ANTENNAS AND WITHIN VERIZON 7 PART�• - ---------- PROTECTIVE MAT 2 ISSUED FOR CONSTRUCTION 8/4/14 PLAN VIEW ® � 12.0" 7.1" CABLE SIZE: TYP WIRELESS' 10' CONCEALMENT CYLINDER. 115'-0"± AGL TN7/8"0 B1730 TYPICAL GPS ANTENNA ,-5/s"0 B1732 1 ISSUED FOR REVIEW ,/21/14 NTENNA ORIENTATION PLAN MN MOUNT DETAIL INSTALL CABLE TRAY COVER CLAMPS AT EACH END OF CABLE TRAY/COVER Na ISSUE OR REVISION DATE O-A SCALE: 3/4" SCALE: 3/4" = 1'-0" SECTION AND AT 5'-0" MAX. O.C. BETWEEN (2 CLAMPS MIN. PER SECTION). 14' TYPICAL HOISTING GRIP DETAIL TYPICAL ROOF M 0 U N TE D CABLE TRAY No use, reproduction or dissemination may be made of this drawing VERIZON WIRELESS ANTENNA & CABLE SCHEDULE 6 $ and the concepts set forth without the prior written consent of SCALE: NONE SCALE: NONE Structural Consulting Services, P.C. Co i ht©2015 SECTORS (1) ANTENNA MODEL ANTENNA CABLE RUN/DIPLEXERS (**) COLOR CODING (*)CABLE LENGTH (2) COAX CABLE (3) PROJECT TITLE C4165'± (b 6" HIGH CABLE TRAY LEGEND: New York SMSA ALPHA SECTOR SEE RF COAX rn 165'± FOUR (4) 70' .. PLUMBING DIAGRAM ANDREW ALPHA SECTOR U 1 12" WIDE VENTED TROUGH STRAIGHT SECTION COOPER B-LINE CAT. 46AVT-12-144 LENGTHS CUT TO FIT Limited Partnership AZIMUTH = 70' AMPHENOL ANTENNA 700/AWSATE IPLEXER AND RRH SCHEMATIC 165'± LDF5-50A � ( ) rn Q 0 ' # MECH. D.T. : CWWX063X25G00 i ON SHEET TIO FOR 7/8"0 NOMINAL TN m 20 12" WIDE 90' HORIZONTAL BEND, COOPER B-LINE CAT. ##46AVT-12-12d/b/a VERIZON WIRELESS 700/AWS/L1E: 0'* IPLEXER CONTINUATIONS. � 165'± 14' CABLE TRAY NOTES: SITE: MATTITUCK RELO 165'± a MN 1000 PIKE STREET SEE RF COAX 165'± FOUR 4 c 1.) THE ANTENNA CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE CABLE TRAY SYSTEM. PROVIDE ALL HARDWARE AND BETA SECTOR -�__-_____-_-�__ ( ) MATTITUCK, NY 11952 PLUMBING DIAGRAM ATTACHMENTS AS INDICATED ON THE DRAWINGS AND AS REQUIRED FOR A COMPLETE INSTALLATION. ALL CABLE TRAY SYSTEM AZIMUTH = 222' AMPHENOL ANTENNA 700 AWS LTE IPLEXER AND RRH SCHEMATIC 165'± ANDREW Z�j COMPONENTS SHALL BE ALUMINUM UNLESS OTHERWISE NOTED. THE CONTRACTOR MAY SUBSTITUTE SPECIFIED CABLE TRAY WITH MECH. D.T. = CWWX063X25GOO / / LDF5-50A m 315' ON SHEET S-2 FOR z � PERMISSION OF THE ENGINEER. . 7/8"0 NOMINAL GAMMA SECTOR DRAWING TITLE 700/AWSATE: 0 CONTINUATIONS. m ( ) IPLEXER J 165'± a 2.) CABLE TRAY: 6" DEEP (5" LOADING DEPTH), SERIES 46 ALUMINUM, VENTED BOTTOM TYPE AS MANUFACTURED BY B-LINE IL 165 ± SN 222' SYSTEMS, INC. REFER TO THE ROOF PLAN AND CABLE TRAY LEGEND FOR CABLE TRAY LOCATIONS, WIDTHS AND REQUIRED FITTINGS. ANTENNA ORIENTATION PLAN GAMMA SECTOR SEE RF COAX 165'± FOUR (4) 8� (BETA SECTOR) AZIMUTH = 315' AMPHENOL ANTENNA DIPLEXER PLUMBING DIAGRAM $ ANDREW 3.) PROVIDE 0.040„ THICK SOLID FLAT FLANGED ALUMINUM CABLE TRAY COVERS, B-LINE CAT. ## 807A40, LENGTHS AND WIDTHS AS ANTENNA & CABLE SCHEDULE 700/AWS/LTE AND RRH SCHEMATIC 165'± LDF5-50A (FRONT) (SIDE) REQUIRED TO FIT CABLE TRAY STRAIGHT SECTIONS AND FITTINGS, AND HEAVY DUTY COVER CLAMPS AS REQUIRED, B-LINE CAT. AND CABLE ROUTING DETAILS MECH. D.T. = CWWX063X25G00 ON SHEET S-2 FOR 7/8"� NOMINAL AZIMUTHS ARE MEASURED 3.2 � ##9A-W-9064. 700/AWSATE: 0'* I CONTINUATIONS. 165'± CLOCKWISE FROM TRUE NORTH ALPHA, BETA AND GAMMA SECTOR DIPLEXER 700/AWS/LTE PANEL ANTENNAS GPS ANTENNAS 4.) PROVIDE TROUGH/LADDER DROP-OUT SECTIONS AT BEGINNING AND END OF CABLE TRAY RUNS AS NECESSARY TO PREVENT GPS 1 N/A 1 BROWN 15'± TRANSLATION OFORIENTATION ANGLES MANUFACTURER: AMPHENOL ANTENNA MANUFACTURER: PCTEL, INC. MECHANICAL DAMAGE TO THE CABLES. PROVIDE DROP-OUT BUSHINGS WHERE SIGNAL CABLES AND/OR GROUND WIRES EXIT CABLE FOUR (4) MODEL No.: CWWX063X25G00 MODEL No.: GPS-TMG-HR-26NCM TRAY. GPS 2 N/A 2 BROWN 15'± ANDREW LEGEND: ABG 700 AWS LTE ON PLAN GPS 1-4 ON PLAN SEAL"'' dj, t� SCALE PROJECT NO. GPS UNIT (4) PCTEL, INC. LDF4-50A "( / / ) / / „ ( ) '�<_ GPS-TMG-HR-26NCM GPS 3 N/A 3 BROWN 15'± 700 = 700 ANTENNA (THREE (3) ANTENNAS TOTAL) (FOUR (4) GPS ANTENNAS TOTAL) 5.) PROVIDE ALL REQUIRED HARDWARE FOR MOUNTING AND SUPPORTING CABLE TRAY INCLUDING, BUT NOT LIMITED TO LAG BOLTS, °�,�"� ��� ,� AS NOTED VER0798 0 NOMINAL EXPANSION ANCHORS, UNISTRUT SUPPORTS, THREADED RODS, BOLTS, WASHERS, TYWRAPS, HOISTING GRIPS, ETC. USE STAINLESS DRAWN BY DRAWING NO. GPS 4 N/A 4 BROWN 15'± LTE = LTE ANTENNA STEEL HARDWARE WHERE ALUMINUM IS IN CONTACT WITH GALVANIZED STEEL. NOTES: (*) CONFIRM WITH VERIZON WIRELESS REPRESENTATIVE. 6.PCS = PCS ANTENNA VERIZON WIRELESS �` GS (1) CONTRACTOR SHALL PROVIDE MECHANICAL DOWNTILT BRACKETS WHERE REQUIRED. (**) VERIFY MAKES AND MODEL NUMBERS WITH VERIZON AWS = AWS ANTENNA ANTENNA ELEVATIONS sECTIONs ASPROVIDE HREQUIRED.AUSE NPLASTIC SPACERS IZED STEEL OWHERE ALNS AS UMINUM NUM S CATED RNSCONTACT WITH GALVANIZEDUPPORTING CABLE ON FSTED SECURE C AY TO �s CHECKED BY (2) VERIFY CABLE LENGTHS IN FIELD AND COORDINATE WITH VERIZON WIRELESS PRIOR TO ORDERING. WIRELESS RF-ENGINEER AND PROVIDE '/Z"0 ANTENNA JUMPERS 9 SCALE: " 1'-0" (PANEL); 3" = 1'-0" (GPS) EL. ��6 �- 8� JHF (3) VERIFY CABLE MANUFACTURER AND DIAMETER WITH VERIZON WIRELESS PRIOR TO ORDERING. OF APPROPRIATE LENGTHS AT THE EQUIPMENT AND AT THE FOR L(4) CONTRACTOR SHALL CONFIRM GPS UNIT MODEL AND CABLE WITH VERIZON WIRELESS. ANTENNAS. (FUTURE CABLING NOT SHOWN FOR CLARITY.) NOT STAND CLOROOF, STENCIL A LABEL EVERY 20'-0" ON THE CABLE TRAY COVERS WHICH READS "DO �'$p ANTENNA SIGNAL CABLES". s.' DATE 7/15/14 VERIZON WIRELESS RF PLUMBING DIAGRAM S STRUCTURAL ALL SECTORSC CONSULTING 1-5/8" HORIZONTAL UNISTRUT CHANNEL NUT WITH SPRING, S SERVICES P.C. 4—Lines I Antenna UNISTRUT PART #P1008 � RRH UNIT UNISTRUT RACK NOTE: 3/8" DIA FLAT WASHER (TYP) 67 FEDERAL RAD,SUITE A8,BROOKFIELD,CT 06804 DETAILS FOR NEW RRH SUPPORT RACK SHALL TEL:203.740.7578 FAX: 203.775.5670 F7 IBE SIMILAR TO THOSE SHOWN IN "MDB RACK 3/8" DIA BOLT (TYP) DETAIL AT EQUIPMENT PLATFORM" ON THIS 700850 -Pcs JAws SHEET. SEE "EQUIPMENT SUPPORT FRAMING M/E/P ENGINEER: .�...... .. PLAN" ON SHEET S-3 FOR LAYOUT DETAILS. i 1-5/8" VERTICAL UNISTRUT CB BREEN ASSOCIATES, P.C. � r r • r PROVIDE VERTICAL UNISTRUT SECTION AT 46 RIVERSIDE AVENUE TEL 203-866-1471 ` EVERY OTHER LGM JOIST LOCATION WESTPORT, CT 06880 • 6��IRCUIT ENCOUNTERED ALONG LENGTH OF TROUGH ATTACH UNISTRUT TO LGM JOISTS WITH Y4"0 i 61 CIRCUIT 6• i #2 6" 6 C#3 UIT SGALVANIZED CREWS C� 12"HEX HEAD VERT. MADRILL�INPG TEK ` CLIENT: VERT. P1000T AT i HYBRIFLEX, POWER AND FIBER, TYP. EVERY OTHER JOIST ► i ! ; ENCOUNTERED 6 CIRCUIT ' HORIZONTAL UNISTRUT • MDB's ' SEPARATION AS REQUIRED TO • � � ; � ;; SUPPORT MDB/TROUGH AS PER • MANUFACTURER'S SPECIFICATIONS HORIZ. P1000T, TYP. 1; PROVIDE TWO (2) 2%" GRS NIPPLES AND MYERS HUBS J�3ME " DIPLE7{ER DIPLDIER Vi/ w►reless PA PA ,:�(�%7BETWEEN THE RAYCAP BOX AND X"O GALVANIZED HEX HEADTHE TOP OF THE TROUGH, TYP. I SELF—DRILLING TEK SCREWS 0 0 CONTRACTOR PROVIDED AND INSTALLED 12" O.C. VERT. MAX., TYP. HH1 WEATHERPROOF (NEMA 3R) 10"x10"x6'-0" 4 CENTEROCK ROAD TROUGH MOUNTED ON UNISTRUT WEST NYACK, NEW YORK 10994 10"x10"x6' TROUGH CS t Yrttl. r rNtNN • MM.ItI♦ # fnrMt. t tIW"Y • YNYWi a :WYM.r • ♦ '♦tM•.: t Y..sY i tYMr • .!Iblll.. ♦ 110..1.♦ • Ilrlw.i t YrM.♦ t 1 I PLYWOOD 10 I o I I I I PROVIDE 1-5/8" VERTICAL UNISTRUT (LENGTH SURFACE _ f IAS REQUIRED), PART #P1000T, TYP. AT EVERY _ _ ( OTHER LGM JOIST LOCATION ENCOUNTERED. 0 Or LGM, TYP. G v Plywood Surface DIPLEXER OIPLDIER Grating,Surface Grating Surface DIPLE{ERDIPLINER ��$& qac ss P 3/4" ALARM CONDUIT TO TELCO DEMARK SIDE VIEW FRONT VIEW POWER FROM 9712 CABINET NOTES: FIBER FROM 9712 CABINET 1.) ALL EXPOSED UNISTRUT ENDS TO BE CAPPED WITH UNISTRUT CAP (MODEL #P2860-10) 2.) EQUIPMENT SHOWN TRANSPARENT FOR CLARITY. 3.) ONLY 1-5/8" UNISTRUT TO BE USED FOR RACK CONSTRUCTION. 4.) COORDINATE EXACT EQUIPMENT SPECIFICATIONS WITH VERIZON WIRELESS. 850 700 AWS P FRAME SCALE:MDB RACK �ETAIL ATEQUIPMENT PLATFORM '� VERIZON WIRELESS COLOR CODING - ROOF ACCESS HATCH SAFETY RAIL NOTE: Senor Base Colar 850 LTE-C LTE--A PCs AWS GIRS-11 PROVIDE NEW FIXED SAFETY RAIL SYSTEM Sector-1(Alpha) White Cray or."m Yellow E3rova - Sector-2 Beta Blue czau ,, ,. orn ubM': ..:r:s =t .:. Yellow BIL—GUARD HATCH RAIL SYSTEM" MODEL . � ,� .,_ Sector-3 Gamma Green G Y"=' µw' man - e Yellow RL—S MANUFACTURED BY THE BILCO COMPANY, NEW HAVEN, CT, OR APPROVED EQUAL INSTALL SAFETY RAIL IN ACCORDANCE WITH THE MANUFACTURER'S SEE RF COAX PLUMBING FIBERGLASS REINFORCED SPECIFICATIONS AND INSTALLATION DIAGRAM ON THIS SHEET FOR POLYMER (FRP), RECOMMENDATIONS. CONTRACTOR SHALL COAX CABLE CONTINUATIONS YELLOW, UV RESISTANT & SUBMIT THE MANUFACTURER'S STANDARD TO ANTENNA SECTOR. FIRE RETARDANT (01.91), TYP. ISUBMITTAL PRIOR TO ORDERING. SIX (6)—%"0 JUMPER CABLES TO DIPLEXERS (SEE PLUMBING DIAGRAM ON THIS SHEET. 700 AWS PCS RRH RRH RRH G c G UNISTRUT—MOUNTED RRH. COORDINATE EXACT MDB MANUFACTURER: RAYCAP — MAKE AND MODEL WITH VERIZON WIRELESS. NS: 10.25"Dx15.73"Wx19.18"H D - - DIMENSIONS: HELIAX FIBERFEED HYBRID JUMPER CABLE WEIGHT. 21.4 LBS (SYSTEM) OCT 0 2 2015 ASSEMBLY, 2—PAIR POWER CONDUCTORS, 5.5 LBS (MOUNT) 4—FIBER, MODEL # RFA412-4SXX—XX BY ANDREW 26.9 LBS (TOTAL) Southold Town SOLUTIONS OR EQUAL. COORDINATE EXACT MAKE Planning Board AND MODEL WITH VERIZON WIRELESS. 1 ISSUED FOR REVIEW 7/17/15 ANTENNA CABLE GROUND KIT Na ISSUE OR REVISION DATE GROUND WIRE CONNECTED TO NEW ANTENNA CABLE GROUND BAR ® No use, reproduction or dissemination may be made of this drawing G ® and the concepts set forth without the prior written consent of Structural Consulting Services, P.C. Copyright02015 ANTENNA GROUND BAR 42" PROJECT TITLE AT EQUIPMENT PLATFORM FRONT ABOVE THE ROOF SURFACE New York SMSA RAYCAP SIX CIRCUIT OVP MAIN OR DECK ALUMINUM POST Limited Partnership MDB REAR o SUPPORTS, TYP. ---------------------------------------------- DISTRIBUTION BOX (MDB) WITH FIBER PATCH a d/b/a VERIZON WIRELESS �\ PANEL AND DC BREAK, COORDINATE EXACT GROUND WIRE CONNECTED TO MAKE AND MODEL WITH VERIZON WIRELESS SITE: MATTITUCK RELO NEW EQUIPMENT PLATFORM I l 1000 PIKE STREET GROUNDING SYSTEM, TYP. U.O.N. �`— — — I18—PAIR SINGLE MODE FIBER m MATTIT NY 11952 I - 9926 BBU, POWER DISTRIBUTION PANEL �i AND DC CABLING (BY LUCENT) STEEL CORNER BRACKET, TYP. DRAWING TITLE (FOR RRH's) & +24V/-48V DC I MOUNTING BRACKET I � (HOT DIP GALVANIZED ATTACH TO EXISTING FRAME PER CONVERTER (FOR RRH's) (BY LUCENT) m I LOCATED IN NEW ENCLOSURE IF REQUIRED U_ v I MANUFACTURER'S SPECIFICATIONS. SEAL F---- 9926 BBU G 1 i ALL FRAME PENETRATIONS WATERTIGHT. RRH/S D B MOUNTING DETAILS 1 I COORDINATE EQUIPMENT AND WIRING AND ROOF ACCESS HATCH 1 iWITH VERIZON WIRELESS AND LUCENT. PROVIDED FITTING FOR ALUMINUM SELF CLOSING (FRP) I I r PDP G 1, I EXTENSION OF HYBRIFLEX POST HINGE, GATE (01.91) SAFETY RAIL DETAILS CABLES O TYP. ALUMINUM EXISTING ROOF L O O s- i _+24V DC_IN_i---- DC CONVERTER G f O STAINLESS STEEL LGATE ACCESS HATCH ------ 1, 1�1 TORSION ROD � --------------------------'��i ® ® HINGE, TYP. SEAL sg'w`"� l� \ SCALE PROJECT N0. ---------------------------------- CIO��P�'��� �� � \�AS NOTED VER0798 BOTTOM `� � � � D WN BY DRAWING NO. C MAIN DISTRIBUTION BOX ROOF HATCH SAFETY RAIL DETAIL .'l' v GS 2 TYPI aL AN TEN N A SECTOR R RH SCH EM ATI 3 SCALE: NONE Os CALE: NO S '9,HECKED BY SCALE: .9 JHF I^ . O�ESS1®� �' DATE - 7/16/15 EXISTING ROOF HATCH (TO NEW NATURAL GAS GENERATOR WITH OUTDOOR SOUND ENCLOSURE GENERAL STRUCTURAL NOTES: REMAIN). INSTALL NEW 80' FIXED AND VIBRATION ISOLATION SPRINGS, SEE ELECTRICAL & PLUMBING 1.) ALL WORK SHALL BE IN ACCORDANCE WITH THE 2010 EDITION OF THE "BUILDING CODE OF NEW YORK STATE" AND WITH THE S STRUCTURAL SHIPS LADDER FROM MEZZANINE 3 DRAWINGS. FOR ADDITIONAL INFORMATION. CONNECTION OF LEVEL UP TO ROOF LEVEL. SEE S-4 GENERATOR TO SUPPORT FRAMING BY CONTRACTOR PER DETAIL ON EQUIPMENT CABINET REGULATIONS OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION. WHERE THE REQUIREMENTS OF VARIOUS CODES CONFLICT, THE MORE C CONSULTING ADJ. STRUCTURE SHEET S-4 FOR FURTHER DETAILS. THIS SHEET. VERIFY V-2' SUPPORT BEAM SPACING WITH STRINGENT SHALL APPLY. GENERATOR SUPPLIER PRIOR TO FABRICATION OF STRUCTURAL CUT CONT. W2" DE STEEL. MAXIMUM WEIGHT OF GENERATOR AND ENCLOSURE = 2,500 (SEE TPLAN FOR LOCATIONS) 2•) THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS IN FIELD PRIOR TO THE FABRICATION AND EREC11ON OF ANY SSERVICES P.C. --------- lbs. PROVIDE CARBON STEEL X #18 FLATTENED EXPANDED METAL MATERIAL. ANY UNUSUAL CONDITIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER. UNDERLAYMENT BENEATH GENERATOR BY MC. NICHOLS OR INSTALL NEW FIXED SAFETY RAIL SYSTEM APPROVED EQUAL, TYP. ATTACH UNDERLAYMENT TO STEEL FRAMING �" 2 ® 12 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 ON HATCH PER DETAILS ON SHEET S-2. WITH GALV. SELF-DRILLING SCREWS OR CLIPS AS REQUIRED. 3.) IF ANY FIELD CONDITIONS PRECLUDE COMPLIANCE WITH THE DRAWINGS AND/OR CONDITIONS SPECIFIED, THE CONTRACTOR SHALL TEL:203.740.7578 FAX: 203.775.5670 IMMEDIATELY NOTIFY THE ENGINEER AND SHALL NOT PROCEED WITH ANY WORK THAT WOULD BE AFFECTED UNTIL FORMALLY DIRECTED BY �s-- -- 3'-0" WIDE ACCESS STAIRS UP TO PLATFORM, THE ENGINEER ON HOW TO PROCEED. SEE "ACCESS STAIRS DETAIL" ON SHEET S-4. W12x26 M/E/P ENGINEER: MAIN GARAGE ROOF 4.) INCORRECTLY FABRICATED, DAMAGED OR OTHERWISE MISALIGNED OR NON-CONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED NEW VERIZON WIRELESS EQUIPMENT CABINET, TYP. TO THE ENGINEER PRIOR TO REMEDIAL OR CORRECTIVE ACTION. IF FAULTY CONSTRUCTION PROCEDURES OR MATERIALS RESULT IN DEFECTIVE PROVIDE BOLT HOLES IN TOP FLANGE OF BEAMS FOR TYPICAL WT ATTACHMENT WORK THAT REQUIRES ADDITIONAL ENGINEERING 11ME TO DEVISE CORRECTIVE MEASURES, PROFESSIONAL FEES MAY BE CHARGED TO THE CB BREEN ASSOCIATES, P.C. EQUIPMENT CABINETS AS PER THE DETAIL THIS SHEET. TO W12x26 DETAIL CONTRACTOR AT THE STANDARD HOURLY RATE OF ADDITIONAL SERVICES. d EXISTING 20K3 OUTLINE OF RAIN CANOPY ABOVE, SEE "RAIN CANOPY ______ BELOW, TYP. @-S - CALE: 1" = 1'-0" 5.) THE CONTRACTOR SHALL COORDINATE THE WORK SHOWN ON THE STRUCTURAL DRAWINGS WITH THE REQUIREMENTS OF THE M/E/P 46 RIVERSIDE AVENUE TEL 203-866-1471 __ _ _ __ � FRAMING PLAN" ON THIS SHEET FOR DETAILS. DRAWINGS (INCLUDING ALL CONTRACT SHOP DRAWINGS). THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND COORDINATING ALL WESTPORT• CT 06880 3'-0" 9" 31h' O.D. SCHED. 40 GALV. STEEL PIPE CANOPY POST, TYP. AT (5) DIMENSIONS. IN CASE OF CONFLICT, THE CONTRACTOR SHALL IMMEDIATELY REQUEST A CLARIFICATION FROM THE ENGINEER. STAIRS LOCATIONS. CUT GRATING (WHERE APPLICABLE) FLUSH AT EDGE OF 2" MIN. BEARING CANOPY POST TO ALLOW GRATING TO BEAR ON TOP OF BEAM. SEE EQUIPMENT CABINET 6.) THE CONTRACTOR SHALL MAKE NO DEVIATION FROM THE DESIGN DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM THE ENGINEER. "RAIN CANOPY FRAMING PLAN" ON THIS SHEET FOR DETAILS. r7j Is S-4 STEEL GRATING 7.) IN CASE OF CONFLICT.BETWEEN.NOTES, DETAILS AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN. CLIENT: W21x44 ---� - -- 1,4 x6 x24 GALV. STEEL BEARING PLATE CENTERED ON EXISTING 8" CMU AS PART OF PARAPET WALL, F 8.) ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE AMERICAN INS1ITUlE OF STEEL CONSTRUC110N'S MANUAL OF STEEL TYP. AT TWO (2) LOCATIONS TOTAL. SEE SECTION 2 CONSTRUCTION, ALLOWABLE STRESS DESIGN, NINTH EDITION. 2 ON SHEET S-4 FOR FURTHER INFORMATION. -44 11 L3�x2LLH NEW HSS4x4x�/a POST DOWN `i ,,- ',� '',' S-4 x 9.) ALL STRUCTURAL STEEL WIDE FLANGE SHAPES SHALL MEET THE REQUIREMENTS OF ASTM A992 (50 KSI). ALL OTHER STRUCTURAL STEEL TO TOP OF EXISTING W30 I %�. �',� NEW LGM FRAMED SCREENING WALL WITH BRICK-LIKE SHAPES PLATES BARS ETC. OTHER THAN STRUCTURAL STEEL TUBING SHALL MEET THE REQUIREMENTS OF ASTM A36. ALL STRUCTURAL BEAM BELOW ROOF LEVEL AND 5/8"0 A325 BOLT ® V-6" O.C. ' CENTERED OVER EXISTING ' �',�' �,'� o NZ FACADE, TYP. AROUND PLATFORM. SEE "SCREENING STEEL TUBING AND PIPE (RECTANGULAR AND ROUND) SHALL MEET THE REQUIREMENTS OF ASTM A500 GRADE B, 42 KSI (ROUND) AND 46 STEEL COLUMN BELOW. g f N° i ENCLOSURE FRAMING PLAN ON THIS SHEET. W12x26 (+2") KSI (RECTANGULAR). ALL PIPE AND POSTS SHALL BE INSTALLED PLUMB. ® CONTRACTOR TO FIELD VERIFY j' in rn N a, a, Q, N EXISTING ROUGH GARAGE GRATING S U P P 0 R T DETAILS 10. ALL BOLTS SHALL BE 3 4"� A325 TYPE N UNLESS OTHERWISE NO �*�" UPT4(2q,. Dwireless LOCATION OF EXISTING 1 ,� , - _i DOOR OPENING BELOW, TYP. ) / TED ALL BOLTS SHALL BE HEAVY HEX WITH HEAVY HEX NUTS - BUILDING COLUMN PRIOR TO VIBRATION ISOLATION ,��� p -� + - + 1 CONFORMING TO ASTM A563 AND PLAIN HARDENED WASHERS CONFORMING TO ASTM F436. ALL THREADED RODS SHALL CONFORM TO ASTM THE PREPARATION OF STEEL ` SPRING (MIODEL �, a Z 1 ®-INDICATES MOMENT CONNECTION, TYP. AT ATE U I P M E N T CABINETS A36 UNLESS OTHERWISE NOTED ON THE DRAWINGS. ALL U-BOLTS SHALL BE 1/2"� MIN. AND CONFORM TO ASTM A307 OR A36. ALL 4 CENTEROCK ROAD SHOP DRAWINGS. SEE SECTION 1 #MSS-2E 80-2700 ��+S 3 d< i (2) LOCATIONS. SEE SHEET S-4 FOR DETAILS. `3 SCALE: NONE U-BOLTS SHALL HAVE FOUR (4) NUTS, TWO (2) NUTS EACH END. WEST NYACK� NEW YORK 10994 1 ON SHEET S-4 FOR BY THE VMC GROUP), O N 1 FURTHER DETAILS. I TYP, FOR (4). � � � PROVIDE 6" CLR. x 24" CLR. OPENING IN GRATING FOR 1 11.) ALL STRUCTURAL STEEL, PLATES, BOLTS, NUTS, WASHERS, ETC. SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION CONFORMING TO CABLE PASSAGE THROUGH PLATFORM. FRAME ALONG THREE Z Z 1 (3) SIDES OF OPENING WITH L3x3x�/� AS SHOWN. TACK WELD GENERATOR (SOUND ENCLOSURE) ASTM A123 AND A153. TRIMMED ENDS OF STEEL AND DISTURBED SURFACES SHALL RECEIVE A BASE COAT OF Z.R.C. COLD GALVANIZING a 1 L3x3 ANGLES TO W12 BEAMS AT ALL CONNECTIONS. COMPOUND MANUFACTURED BY Z.R.C. CHEMICAL PRODUCTS INC., QUINCY, MA., OR EQUAL AND A TOP COAT OF ALUMINUM BASED PAINT. 1 GENERATOR ISOLATION SPRING (MODEL „ „ I L3x3x MSS-2E 80-2700 BY THE VMC GROUP 12•) ALL WELDING SHALL COMPLY WITH THE PROVISIONS OF AWS D1.1 STRUCTURAL WELDING CODE - STEEL. QUALIFY WELDING FIELD WELD RAIN CANOPY POST TO TOP FLANGE OF BEAM # ) PROCEDURES AND WELDING OPERATORS IN ACCORDANCE WITH AWS D1.1 "QUALIFICATION" REQUIREMENTS AND NYS BUILDING CODE TF� �'�" WITH '/a" FILLET WELD ALL AROUND (AT THIS LOCAl10N ONLY). CENTERED ON BEAM. CONTRACTOR SHALL C 1 MAIN GARAGE ROOF tiO x SEE SECTION 3 ON THIS SHEET FOR BASE CONNECTION CONFIRM IN FIELD AND COORDINATE WITH REQUIREMENTS. ALL WELDING SHALL BE PERFORMED USING THE SHIELDED METAL ARC (SMAW) PROCESS USING E70XX ELECTRODES. UNLESS OTHERWISE NOTED ON THE DRAWINGS 1 GENERATOR MANUFACTURER. INSTALL 4" 6 A L3x3x 1 DETAILS AT ALL OTHER RAIN CANOPY POST LOCATIONS. ALL BUTT WELDS SHALL BE 100% PENETRATION WELDS AND ALL FILLET WELDS SHALL BE 1/ o R DALPHA ' SPRING PER MANUFACTURER'S WRITTEN MINIMUM. AL WELDS SHALL BE INSPECTED BY THE ENGINEER. PROVIDE KIDDE 101b HAND MARGUS i EXISTING PILASTER BELOW ROOF - INSTALLATION PROCEDURE. HELD CO2 RECHARGEABLE 1 13.) ALL HOLES TO BE MADE IN THE FIELD SHALL BE DRILLED. GAS CUTTING IS NOT PERMITTED. FIRE EXTINGUISHER WITHIN I BUILD UP EXISTING PARAPET ONE (1) BRICK COURSE MIN. OUTDOOR RATED i ABOVE TOP OF NEW STEEL FOR 1'-4" MIN. BOTH SIDES OF ENCLOSURE WITH GLASS _ _ _ 17F) BEAM BASE PLATE CENTERLINE, TYP. AT (2) LOCATIONS. 14.) ALL SPECIALTY ANCHORS SHALL BE INSTALLED AS PER MANUFACTURERS' WRITTEN SPECIFICATIONS. rn FRONT. COORDINATE 7'-10"t (V.I.F.) 3'-2" 3'-6" 3'-4" 3'-6" 1'-10" 2'-6" 2'-(�" z m NEW STEEL BEAM (SEE PLAN) EXACT SPECIFICATIONS m X 15.) ALL GROUT SHALL BE NON-METALLIC AND OF NON-SHRINKAGE TYPE WITH A MINIMUM COMPRESSIVE STRENGTH OF 7,500 AT 28 DAYS. WITH VERIZON WIRELESS. T *-PROVIDE WT3x7.5 (11'-9" LONG EACH) RIPPED m Z DOWN TO HEIGHT OF 2" WITHIN LIMITS OF BEAM AND ISOLATION SPRING CANOPY POST AND BEAM C) EQUIPMENT CABINET INSTALLATION OVER TOP 1 MAIN GARAGE ROOF i vDi OF W12x26 (+WT) BEAMS. SEE DETAIL 2 ON TYPICAL DETAIL A T 3" 1 -ro z THIS SHEET FOR FURTHER INFORMATION. 4 GENERATOR ISOLATION SPRINGS TYP• 3/16 „ p [ ( 0 n SCALE: 1 DECK U 1 27'-9"t (v I.F.) OCT 0 2 2015 a " L4x4x3/8 x 5%" LONG SINGLE 2®3" = 6" _ _____________ __ o ANGLE CONNECTION WITH i Cg SouthotdTown A C9 - FRAMING PLAN NOTES' -- (2)-3/4"0 A325 BOLTS EA. LEG __ Panning faoard 1.) ALL STEEL SHALL •BE INSTALLED LEVEL UNLESS OTHERWISE NOTED. M C9 2.) TOP OF NEW STEEL ELEVATION SHALL BE HELD 2'-10' ABOVE EXISTING ROOF SURFACE UNLESS OTHERWISE NOTED THUS (fX") INDICATING DISTANCE ABOVE OR BELOW TOP OF STEEL REFERENCE ELEVATION. SPAN OF GALV. STEEL WELDED GRATING W/ 3.) STEEL GRATING SHALL BE ALL WELDED TYPE GW AS MANUFACTURED BY McNICHOLS WITH 19"0/16" 1%"0/16" BEARING BARS 0 1-3/16" O.C. i i 1 VxXx6" PLATE, TYP. BEARING BARS @ 1-3/16" O.C. 4.) FASTEN GRATING TO STEEL FRAMING WITH MCNICHOLS TYPE GG GALV. STEEL GRATING CLIPS OR M - - ----C9 1 3/4"0 A325 BOLT, TYP. APPROVED EQUAL. SPACING OF FASTENERS AS PER MANUFACTURER'S RECOMMENDATION. PROVIDE TWO (2) GRAPHIC SCALE 1 " GRATING CLIPS MINIMUM EACH END OF INDIVIDUAL GRATING PANELS. JOIN SIDE BARS OF ADJACENT GRATING PANELS TOGETHER WITH GALVANIZED OR STAINLESS STEEL END PANEL CLIPS ® 2'-0" O.C. 4 0 2 4 a 5.) INSTALL X" THICK SECTIONS OF GALV. STEEL DIAMOND PLATE (SIZES AS REQ'D) OVER TOP OF RAISED " GAP i i L3x3x KNEE BRACE, TYP. BEAMS TO CLOSE OPEN SPACE WHERE FUTURE CABINETS ARE NOT INSTALLED. BOLT TO TOP OF BEAMS WITH 3/8"0 GALV. OR S.S. BOLTS TO ALLOW REMOVAL. COORDINATE NUMBER AND LOCA11ON OF FUTURE CABINETS (IN FEET) 1 EA. E A OF BOLT, TYPICAL WITH VERIZON WIRELESS. TYPICAL C 9 TO C 9 CONNECTION EA. END OF BRACE CLACONDUITS, PIPING, ANTENNAS,RITY. COORDINATE ALL REQUIREDC. WITHIN WORK WITH VICINITY THAT OF OTHER TRADSUPPORT FRAMING NOT SHOWN FOR 5 DETAIL A T RAIN CANOPY 1"A" 4" SHEAR TAB WITH OLRAY �/" = 1'-0" SCALE. 1$" = 1'-0" 1"x1" CORNER CHAMFER, TYP. Z 11'-8" DECK GAGE '/a 4 GENERAL REVISIONS 7/17/15 a NOTE ( ETD AIL 8): lh"x10"x6%" BASE PLATE 3 ISSUED FOR BUILDING PERMIT 4/15/15 PROVIDE SHOP DRILLED HOLES ONLY AT a LOCATIONS OF INITIAL EQUIPMENT CABINETS. (2)-3/4"0 A325 BOLTS 0 7" aN o HOLES FOR FUTURE EQUIPMENT CABINETS O.C. SPACED AT 3V GAGE 2 ISSUED FOR CONSTRUCTION 8/4/14 OUTLINE OF EQUIPMENT r� ------1 EQUIPMENT CABINET, TYP. SHALL NOT BE PROVIDED AT THIS TIME. BELOW CANOPY, TYP. 1 1 i 1 COORDINATE LOCATION OF INITIAL AND FUTURE NEW W21x44 OR W12x26 STEEL BEAM, SEE 1 ISSUED FOR REVIEW 7/21/14 1 EQUIPMENT CABINETS WITH VERIZON WIRELESS. " " EQUIPMENT SUPPORT FRAMING PLAN Na ISSUE OR REVISION DATE EDGE OF DECK, TYP. PROVIDE r� i ---- 3 NEW STEEL BEAM BELOW, TYP. 3%" O.D. SCHED. 40 PIPE WITH NEOPRENE OR EXT. GRADE 1 PLASTIC EDGE GUARD ALL AROUND L� �� --- S-3 2'-Or WELDED CAP PLATE ON TOP EDGE OF METAL DECK, TYP. �. r� i 1 " " EQ (1) r-�}• EQ I1) No use, reproduction or dissemination may be made of this drawing 9/16 0 x 1 LONG , , 3 TYPICAL CAN 0 P Y P 0 S T S E C TI 0 N and the concepts set forth without the prior written consent of ?� z L� -__-� 4 SLOTTED HOLE FOR I S-3 „ _ " Structural ConsultingServices, P.C. Copyright©2015 -H _____ o BOLT, TYPICAL 11 -- re SCALE: 1 1 0 SLOPE i n S-3 AT (16) LOCATIONS. - 1 - (5)-#12 TEK SCREWS MIN. PROJECT TITLE `j i DOWN I J 1 x �'_ g i o x w 1 AT EACH STUD CONNECTION 1 1 1 1 i_ N Z 1 I I CONTINUOUS L4x3x�/a LLV �, 1 , Wa, New York SMSA H " m �- RUSTIC FULL SIZED BRICK-BURNT - L __J - c �U ORANGE WITH LIGHT GRAY GROUT `r- - '' w (POSITION ANGLE AS REQUIRED Limited Partnership _j -----, - ►*� --- INTERLOCK PANELS TYP. ALL AROUND L3x3 L3x3 NOTE: THE MANUFACTURER'S CUT SHEET (RIGHT) IZANAUCO - I HAS BEEN PROVIDED FOR INFORMATIONAL `��-- � -- - _ - � �� MAX. ddery S STRUCTURAL AFTER INSTALLATION OF NEW ROOF 0MIA1f ACCESS LADDER, CONTRACTOR SHALL PURPOSES ONLY. CONTRACTOR SHALL 5167'G'Street,Chlno,CA91710-5143 C CONSULTING REPAIR ALL DAMAGED AREAS TO `� COORDINATE ALL REQUIREMENTS AND DETAILS $�tbwm>nttobwfdriveustmj'S,xa,^i,= ��,, ,otos z:a t{or ,st�rr�m Phone-888-310-7040•Fax909-591-7565 % W21 " MATCH APPEARANCE OF EXISTING. WITH THE MANUFACTURER PRIOR TO ORDERING. S SERVICES P.C. 1h" MAX. L3x3 TO L3x3 _ W21 / MODEL 380—800 Ships Ladder � �-i 3 4 � A325—SC �,` (SUP-CRITICAL) d4 1„ 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 W12 x — F BOLT, TYP. NEW ROOF HATCH SAFETY RAILING NOT `, 44 TEL:203.740.7578 FAX: 203.775.5670 �� SHOWN FOR CLARITY. SEE ROOF HATCH EXISTING ROOF ACCESS HATCH � - .®-i W12 3/4"� A325-SC ;., i (SUP-CRITICAL) - SAFETY RAILING DETAIL ON SHEET S-2 00 0 0 - , ' FOR FURTHER INFORMATION. ' M/E/P ENGINEER: BOLT, T`I'P. �� ° ° EXISTING ROOFING Uh 3/8" FULL-HEIGHT MEMBRANE AND RIGID 3/8" FULL-HEIGHT �i STIFFENER B.S. OF W21 INSULATION, TYP. ` �� STIFFENER B.S. OF W12 TYP. (SKEWED AS REQUIRED) CB BREEN ASSOCIATES, P.C. ' ------------------------------- 3" STEP WIDTH 46 RIVERSIDE AVENUE TEL 203-866-1471 W12 TO W12 W21 TO W21 :. ---------------------------- 2" 1/i" MAX. WESTPORT, CT 06880 " MAX. EXISTING 1%" 1311 W21 W21 W12 (+2 ) METAL ROOF 216 RAIL DEPTH DECK, TYP. M �i W12 3/4"0 A325-SC M - i 3/4.0 A325-SC (SUP-CRITICAL) _ (SUP-CRITICAL) _jL EXACT HEIGHT CLIENT: i EXISTING DUCT - i BOLT, TYP. i BOLT, TYP. OPENNG WEB 0 FROM FLOOR 3/8" FULL-HEIGHT TO TOP OF JOIST, TYP. ROOF HATCH TYP. STIFFENER B.S. OF W21 TYP• 1� 3/8" FULL-HEIGHT NEW 24" WIDE 80' LIGHTWEIGHT ALUMINUM 12" (SKEWED AS REQUIRED) H STIFFENER B.S. OF W21 ACCESS LADDER WITH HANDRAILS, MODEL BLOCK AND CHIP ONLY BLOCK AND CHIP ONLY #380-80' AS MANUFACTURED BY ALACO ATTACH LADDER WALL MOUNT \0000�— F.S. FLANGE OF W12 F.S. FLANGE OF W12 LADDER COMPANY, CHINO, CA, OR APPROVED BRACKET (MODEL #380 BY ALACO EQUAL. INSTALL ACCESS LADDER IN LADDER COMPANY OR APPROVED W12 TO W21 W12 +2" TO W21 ACCORDANCE WITH THE MANUFACTURER'S EQUAL) TO EXISTING WOOD FRAMING �r,3UE wireless SPECIFICATIONS AND INSTALLATION WITH LAG SCREWS (QUANTITY AND RECOMMENDATIONS. CONTRACTOR TO FIELD DIAMETER OF LAG SCREWS PER 80* VERIFY ALL EXISTING CONDITIONS AND MANUFACTURER'S (D-TYLE: 1PICAL BEAM TO BEAM CONNECTIONS HEIGHTS REQUIRED BY THE MANUFACTURER 4 CENTEROCK ROAD SCA " > FOR FABRICATION AND COORDINATE ALL RECOMMENDATIONS, (2)-%"00 SCREWS WEST NYACK, NEW YORK 10994 = 1 -0 REQUIREMENTS WITH THE MANUFACTURER. MIN.). PRE-DRILL APPROPRIATELY CONTRACTOR SHALL SUBMIT THE SIZED HOLES IN EXISTING WOOD 3V MANUFACTURER'S STANDARD SUBMITTAL WITH FRAMING TO PREVENT SPLITTING. CPW 114" TYP- ALL FIELD VERIFIED DIMENSIONS AND HEIGHTS TO THE ENGINEER FOR APPROVAL PRIOR TO ,Y, DIMENSION 24" 1/8" MAX., TYP, ORDERING. CONTRACTOR SHALL PROVIDE THE MANUFACTURER WITH THE EXISTING CONDITION W21 DETAIL AT THE TOP OF THE ACCESS LADDER W12 (2)-4x3%x-6 x 8%" LONG BENT PLATES FOR ACCESS LADDER CONNECTION TO THE WITH (3)-3/4"0 A325-SC (SUP NEW WOOD FRAMING. SEE THE CRITICAL) BOLTS EACH LEG, TYP. MANUFACTURER'S CUT SHEET FOR THE W21 M ACCESS LADDER PROVIDED ON THIS SHEET 6" 3 T 0 8" = 2'-0" c+j - - FOR INFORMATIONAL PURPOSES ONLY. i 11a" TYP. MEZZANINE LEVEL I _ TYP. FSouthold Y"x8"x7%" STEEL PLATE WELDED TO WEB OF W21 11111111111111111117777,(SKEW CUT AS REQUIRED), TYP. B.S. OF W21ATTACH LADDER TO MEZZANINE FLOOR 1%"0 SCHED. 40 GALV. STEEL � T 2 2015 8", TYP. TO PREVENT MOVEMENT (CONNECTION REMOVABLE RAILING EACH SIDETYP. DETAILS BY CONTRACTOR) Town / L2Y2x W12 ACROSS W21 2Y2x% WELDED TO C10's FOR Planning Board EDGE SUPPORT OF GRATING SECTION THROUGH EXISTING ROOF L4x3%x5/16 x 5%" LONG WITH ( �<3 SIDES TYPICAL MOMENT CONNECTION DETAIL 3 HATCH AND NEW ACCESS LADDER (2)-3/4"0 A325 BOLTS EACH LEG 2 SCALE: 1'-0" S-3 SCALE: 3/4" = 1'-0" W21 BEAM (SEE PLAN) STEEL PLATFORM GRATING (SEE PLAN) 8" TYP. N TOP OF GRATING PARAPET PENETRATION NOTES: to --- J 3/8' FULL-HEIGHT STIFFENER WELDED 1.) CONTRACTOR SHALL WATERPROOF THE m ON THREE (3) SIDES (OPPOSITE SIDE OF STIFFENER CAP PLATE HSS4x4 POST BASE PARAPET PENETRATIONS AS REQUIRED WITH GO —M Un BITUMINOUS COATING/ROOFING CEMENT. i r__________________ 1 ^'- BEAM-TO-BEAM CONNECTION ONLY) I PLATES, EXISTING W30x99 AND EXISTING STEEL COLUMN CONTRACTOR SHALL BE RESPONSIBLE FOR 11 " " " MAKING THE PENETRATIONS WATERTIGHT. TYP. " o (2)-3/4"0 A325 BOLTS (7 O.C.) i PROVIDE STANDARD PITCH POCKET Y 9 y SPACED 0 W21 BEAM GAGE 31 I AS PER DETAIL ON THIS SHEET. 2.) PAINT EMBEDDED PORTIONS OF STEEL STIFFENER, BEARING PLATE, ANCHOR ;0 o r RODS AND EXISTING 8" CMU WALL > m WITH 11N0 (2)-COATS OF BITUMINOUS PAINT. I z r- N 3/4"x6%"x10" CAP PLATE i NEW HSS4x4x/a POST (2)-C10x15.3 SPACED 0 3'-0" CLR. � REMOVE ROOFING MEMBRANE, RIGID INSULATION I 1 " --------------- pM m AND METAL ROOF DECK AS REQUIRED TO ALIGN END OF BEAM WITH 8A" WIDE x 3'-0" LONG GALV. t__ ______________ b TOP OF NEW STEEL EXPOSE EXISTING OPEN WEB JOIST SEATS AND FILL BEAM POCKET SOLID WITH NEW OR REUSED BRICK. I BACK EDGE OF BEARING PLATE. STEEL TREAD WITH 11fz"x3/16" 341" TOP FLANGE OF EXISTING W30 STEEL BEAM. WATERPROOF BOTH SIDES OF BEAM POCKET BEARING BARS, TYP. TYP. 1 ------ --- W21 REPAIR ROOFING MEMBRANE, RIGID INSULATION �" COMPRESSIBLE FILLER ALL AROUND BEAM, ' ROOF LEVEL ---- ----- 4 GENERAL REVISIONS 7/17/15 AND METAL ROOF DECK AS REQUIRED AROUND PROVIDE SIKAFLEX 1a OR APPROVED EQUAL. ROOF PENETRATION AFTER POST INSTALLATION. HSS4x4x% GALV. 3 ISSUED FOR BUILDING PERMIT 4/15/15 " " TOP OF NEW STEEL ~ ' 1 " STEEL SLEEPER (2)-3/4 A325 BOLTS 0 10 O.C. (CENTERED PROVIDE P.T. 2x SILL AND SHEET METAL CAP ATOP PARAPET /4 CLOSURE PLATE 4: ABOUT PLATE), TYP. FIELD DRILL 1316"O HOLES IN EXTENSION FOR 2'-8" LIMITS OF BEAM POCKET/PARAPET WELDED TO C10 60 MIL EPDM SHEET 2 ISSUED FOR CONSTRUCTION 8/4/14 TYP. T&6 1/ TOP FLANGE OF EXISTING W30 BEAM FOR BOLTS. W21 i UNDER SLEEPER BUILD-UP TO MATCH EXISTING (SEE PLAN) = 11 x8 x13 LONG BASE PLATE BUILD UP EXISTING BUILDING FACADE WITH NEW BRICK 4 ACCESS STAIRS DETAIL o h" " HEAVY HEX NUT :'..r:' :. ,; S.S. OR GALV. ISSUED FOR REVIEW 7/21/14 "� _ AND GROUT TO MATCH EXISTING ONE (1)-BRICK SCALE: NONE N — (2)-8"x4�"A PLATES (ON BOTH % - . .. COURSE MINIMUM ABOVE TOP OF NEW STEEL. Na ISSUE OR REVISION DATE A� i i �A SIDES OF EXISTING OPEN WEB JOIST 4; . SEATS TACK WELDED TOGETHER > '/ 1 ,;•, REMOVE EXISTING P.T. 2x SILL AND SHEET METAL CAP No use, reproduction or dissemination may be made of this drawing i ATOP PARAPET FOR 4'-0" LIMITS OF BEAM and the concepts set forth without the prior written consent of r--------- —1 --- " o POCKET PARAPET BUILD—UP SEE PLAN BITUMEN 10 / ( ) Structural ConsultingServices, P.C. Co i ht©2015 _------- EXIST. ROOF SURFACE 1�" 7" 1�" N r 3/8" FULL-HEIGHT STIFFENER WELDED POST 2" MIN. SHEET METAL PAN ------- i'r-i-- -- - _______________ NEW RUBBER MEMBRANE r PROJECT TITLE - ------------- - _ -------------- -- ---------------- 1 r;n, q, 1 ON THREE (3) SIDES B.S. OF W21 BEAM COMPATIBLE WITH EXISTING TO FLASHING 4'''�' °�a SKEWED TO BE PARALLEL WITH WALL '• ''"�''' . -------------- --- ----------------- � �6 • • •• New York SMSA --- - HSS4x4x/a POST i i MATCH EXISTING (BY CONTRACTOR) "' " " " Z FELT STRIPPING Limited Partnership " TO SEAL WATERTIGHT. �"' = 1 x6 x24 GALV. STEEL BEARING 3/4 x6% x10 - - r "• PLATE CENTERED ON CMU EXISTING INSULATION — 51 CAP PLATE EXIST. ROOF SURFACE 1`'� ?' d/b/a VERIZON WIRELESS " _ ---------------------------- �1�a ` 1" MAX. H.S. NON-SHRINK GROUT TO LEVEL SITE: MATTITUCK RELO {;" � FELT SHEETS AYER OF CEMENT MORTAR 8 --------------------------- ------- -A' SET IN BITUMEN 1000 PIKE STREET %"0 A325 BOLT, - ~f•<�,; (2)-5/8"0 S.S. OR GALV. THREADED RODS 0 21" OC EXISTING RIGID INSULATION EXISTING RIGID INSULATION MATTITUCK, NY 11952 TYP. FOR (4) _ " (CENTERED ABOUT PLATE) THROUGH 13/16"0 HOLES 1 IN BEARING PLATE WITH HILTI HIT HY70 ANCHORING EXISTING METAL ROOF DECK EXISTING MEMBRANE ROOFING �� • �' i '''� ADHESIVE WITH SCREEN TUBES IN 27/32"0 DRILLED DRAWING TITLE HOLES WITH 12" MIN. EMBEDMENT IN CMU A EXISTING SECTION A—A NOTE: 20K3 OWJ EXISTING SCALE: 1%" = 1'-0" i i FILL ALL NEW CMU CAVITIES SOLID WITH H.S. 1.) CONTRACTOR SHALL MAKE ALL ROOF PENETRATIONS WATERTIGHT EQUIPMENT PLATFORM _ WITH PITCH POCKETS OR OTHER APPROVED MEANS. 22K4 OWJ FOR ENTIRELENGTH OF BEAM PIER. LEVEL DETAILS AND ROOF 3 TYPES\ EXIST Y4 W30x99 EXISTING 20K3 OWJ ' EXISTING 4" BRICK MASONRY VENEER EX2.ISTIiNG IS IS SYSTEM DETAIL. FIELD ANDCONTRACTOR SULTUATROOFI VERIFY ACCESS LADDER DETAILS 3/8 THICK FULL HEIGHT STIFFENER MANUFACTURER AND/OR EXPERIENCED ROOFING CONTRACTOR FOR CENTERED OVER WEB OF EXISTING COLUMN EXISTING 8' CMU WALL BELOW AND WELDED ON THREE (3) SIDES APPLICABILITY TO EXISTING ROOFING SYSTEM. CONTRACTOR SHALL HM i i MODIFY OR REPLACE THIS DETAIL AS NECESSARY TO PROVIDE A TYP. BOTH SIDES OF EXISTING W30 (IF NOTE SECTION 2)• REMOVE ANY PAINT, ETC. ON i ( WATERTIGHT SEAL, COMPATIBLE WITH THE EXISTING ROOFING SYSTEM, THERE IS NO EXISTING STIFFENER PRESENT REPAIR AND FLASH AROUND NEW EXISTING STEEL MECHANICALLY I THIS SECTION IS APPLICABLE AT 1W0 i i AROUND ROOF PENETRATIONS. `�` CENTERED OVER COLUMN BELOW i =. :.:: BEAM TO MAKE WATERTIGHT. ®¢ NSEAL ��� SCALE PROJECT NO. WITHIN AREAS OF WELDING. ) (2) LOCATIONS TOTAL. SEE FRAMING i CONTRACTOR SHALL BE �� � i PLAN ON SHEET S-3 FOR LOCATIONS. 3.) ALL ROOFING WORK SHALL BE PERFORMED BY THE BUILDING �C° H. ® AS NOTED VER0798 � EXISTING STEEL BUILDING COLUMN RESPONSIBLE FOR WATERTIGHT OWNER'S APPROVED ROOFING CONTRACTOR SO AS NOT TO VOID ANY �� DRAWN BY DRAWING NO. INSTALLATION OF BEAM POCKET. � EXISTING ROOF WARRANTIES. GS 1 NEW POST SECTION 2 TYPICAL BEAM POCKET SECTION ? ^� CHECKED BY 5 TYPICAL PITCH POCKET DETAIL =$ .8T84;3 � SATEJHF S-3 SCALE: 1" = 1'-0" S-3 SCALE: 1" = 1'-0" S = 4 SCALE: NONE � � I/ rl � M f 7/15/14 G S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX: 203.775.5670 TOP OF WHIP ANTENNAS (BY OTHERS) ELEV. 132'-6"± AGL M/E/P ENGINEER: WHIP ANTENNA OF OTHERS (SHOWN SCHEMATICALLY), TYP. CB BEEN ASSOCIATES, P.C. (PROPOSED BY OTHERS UNDER SEPARATE APPLICATION) 46 RIVERSIDE AVENUE TEL 203-866-1471 TOP OF TELECOMMUNICATION UNIPOLE (BY OTHERS) ELEV. 120.0'± AGL WESTPORT, CT 06880 ELEV. 120'-0"± AGL CENTERLINE OF VERIZON WIRELESS CONCEALMENT CYLINDER AND PANEL ANTENNAS _ _ _ i VERIZON WIRELESS' 10' _ _ _ ELEV. 115'-0"-t AGL II tt CONCEALMENT CYLINDER CLIENT: " ELEV. 110.0'± AGL NEW VERIZON WIRELESS PANEL ANTENNA MOUNTED n Iltittt WITHIN 10' HIGH FIBERGLASS CONCEALMENT CYLINDER tt' M MIM � (ONE (1) 11ER OF THREE (3) PANEL ANTENNAS ;;;i;!l o n TOTAL). REFER TO ANTENNA ORIENTATION PLAN ON U�U „ r- m SHEET S-1 AND THE UNIPOLE DRAWINGS BY OTHERS m D 0 FOR MOUNTING DETAILS AND ADDITIONAL INFORMATION. Z o U Ut c_ C 56 Z wireless [Ii t� rrl 1111iiiii FF (n FUTURE PANEL ANTENNAS (OF OTHERS) MOUNTED WITHIN FIBERGLASS CONCEALMENT ti% i 4 CENTEROCK ROAD CYLINDER, TYP. (SHOWN SCHEMATICALLY) ItI 11,n WEST NYACK, NEW YORK 10994 III1 1 U!{u NEW VERIZON WIRELESS (12)-J"O ANTENNA CABLES ROUTED INSIDE UNIPOLE UP TO ELEVATION OF ANTENNAS. SUPPORT ANTENNA CABLES FROM i WITHIN UNIPOLE WITH TYPICAL HOISTING GRIPS (PER DETAIL ON SHEET S-1) AS REQUIRED. EXISTING WOODEN UNIPOLE (NOT SHOWN FOR CLARITY) TO BE REMOVED AND REPLACED WITH j NEW 120-FOOT TELECOMMUNICATION UNIPOLE (BY OTHERS UNDER SEPARATE APPLICATION) i NEW SCREENING ENCLOSURE WITH EQUIPMENT i CABINETS AND PLATFORM WITHIN (GENERATOR BEHIND) t NEW GPS ANTENNA, TYP. FOR (4). PAINT GPS 7 GENERAL REVISIONS 7/17/15 ANTENNAS AND MOUNTS WITH RF-TRANSPARENT TOP OF EXISTING CUPOLA PAINT TO MATCH EXISTING BUILDING FACADE. i ELEV. 53'-4"± AGL 6 UPDATED 6/30/15 TOP OF NEW GPS ANTENNAS i 5 ISSUED FOR BUILDING PERMIT 4/15/15 ELEV. 33'-2"± AGL REFERENCE: 4 REVISED PER COMMENTS 1V20/14 TOP OF NEW SCREENING ENCLOSURE TOP OF EXISTING ROOF RIDGE EXISTING FEATURES SHOWN ON THIS SOUTH BUILDING ELEVATION ELEV. 31'-2"± AGL i ELEV. 44'-1"± AGL WERE TAKEN FROM LIMITED FIELD MEASUREMENTS TAKEN ON APRIL 3 GENERAL REVISIONS 9/24/14 111111 11 IT 11 11 IT 11 1 1 111111 11 IT 11 18TH, 2013 AND FROM A DRAWING OF THE BUILDING ENTITLED - "PARTIAL REAR ELEVATION & WEST SIDE ELEVATION" (SHEET A-6) �' �_ 2 ISSUED FOR CONSTRUCTION 8/4/14 TOP OF YAGI ANTENNA (BY OTHERS) i PREPARED BY FRANK G. RELF, A.I.A. ARCHITECT; 520 ELEV. 25'-0"f AGL BROADHOLLOW ROAD, MELVILLE, NY 11747 DATED AUGUST 28TH, OCT 0 2 2015 1 ISSUED FOR REVIEW 7/21/14 TOP OF EXISTING PARAPET S _....i......._•.; ..;:.... ELEV. 22' - L �. �T:- _ _ L_._ _.1_. 3 G L.. ._... . . L .__: .._ > ,--' 111111 1995 RELF PROJECT# 95031E F A N L.........................:...........................:....................... L.. 1 1.. L..... C.._ ..._ .::..i..:.....:.... ,..,.. ng board Na ISSUE OR REVISION DATE 1 , -: _.�._`T`I-"-`l-...x........:......._.:.....-:-`L.........:.........T.a:..._......................:......,. ..J.l :. .� . ..C::; :....._i. .._.....C..._: :. —1---i-,--C--�- r -�t�_�(������ FFH l._ .:_.....1............ :........:..............._(.. : ..r..__...:. . : �. . . l..:.....1... 1 :._,....:..l._.,...1.................... 1.... r.., ;........ .�....... r �. I : 1...`.I 1..................L....,_.......... ..:............._. :. _. No use reproduction or dissemination may be made of this drawin y . _.�._...--- - T I—t P Y 9 _,�..... .- j ri �T TL__ L. s. .. . .....1 . , r r... : .,....1......:..._..:.....:....:... ........:.........:... I 1 ;..1.. r. I.x and the concepts set forth without the prior written consent of (..._..:... .,. :. 1 1... :_..,....,...... [._ Structural ConsultingServices, P.C. Copyright(!)2015 C................................_1......._: ..I_.... r ...... ?'. _ i TIS' r... ( 1....:.......:........ 1............. r. ...T. . 1. T ....... T ;.. ....,.:.... .. —1—I. T ......L....,..,...... .._,._...l...._......1. 1.. ... I , . L._.. .. PROJECT TITLE I_...._......_.1_. : ... .... .......1.........1......1..... I 1 1.._.._.: I. , r ; r i I _._...---.1 .....__i.-.-. _._._.__._.- .-...r._.._._.._.-.-.---_._._. _, ;:L:�s_` _1._.L__L,_L T�.__i_ i__. L �..--�-- _ C. 1. .:.. �� New r .....:..... 0 :- (. 1 :. ... ....1. C... .1 .. . ....1. I . 1 1. C...... . i......1.......G ;..,....... � �. i:,.. __1.._. _:_L 1 _ Limited Partners r......................1 . — r -- . - hip __ r , � _ T�____ �._T �__:_. L.� � _ __ a VERIZON WIRELESS 00000 .....•.....1..... 000 1.....__:... ~...... .... :................... ......_...., _ .:.. db _ . , _ _�---- --- ... ......... ...._....:..... .... SITE: MATTITUCK RELO ,. ._.. STREET 1..............: t....:. ..:............ ;...,....,........ 1000 PIKE I _1.� - I. -`rte-`- :� � �;. �_�. _.(_. L MATTIT EXISTING GRADE LEVE t... .. UC NY 11952 : : , _ ao : i ELEV. 0-0 AGL i r \ \ \ \ \ — --�- -- �—,—�---1----� 8'± (Ncw '29) / 1 DRAWING TITLE (4)-ELECTRIC METER BANK WITH DISCONNECTS ON UNISTRUT FRAME (BY OTHERS). SEE ELECTRICAL DRAWINGS FOR FURTHER INFORMATION. SOUTH BUILDING ELEVATION NEW GAS PIPE ROUTED ALONG OUTSIDE FACE OF BUILDING AND PAINTED TO MATCH EXISTING BUILDING FACADE, TYP. SEE PLUMBING DRAWINGS FOR FURTHER DETAILS. SOUTH BUILDING ELEVATION y SE ���, " , 'y SCALE PROJECT NO. SCALE: 1/8" = 1'-0" � ,,�,: , � �R 0 , -0" r AS NOTED VER0798 r: f DRAWN BY DRAWING NO. 4` GS „• ,� .; -;Z. ' CHECKED BY 9p�E581O�P�' DATE S - 5 7/15/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 PLUMBING SPECIFICATIONS M/E/P ENGINEER: A. GENERAL: B. SPECIAL CONDITIONS 1. THE CONTRACTOR SHALL PROVIDE AND INSTALL A 1 SUBSTITUTIONS SYMBOL LIST: CB BREEN ASSOCIATES, P.C. COMPLETE AND OPERATING SYSTEM INCLUDING ALL A. DUE TO THE NATURE OF THIS SYSTEM AND OTHER SIMILAR SYSTEMS IN USE BY LABOR, MATERIALS AND EQUIPMENT NECESSARY AS INDICATED THE OWNER, THE CONTRACTOR SHALL PROVIDE THE SYSTEMS AS SPECIFIED. 46 RIVERSIDE AVENUE TEL 203-866-1471 ON DRAWINGS AND AS DESCRIBED IN THESE SPECIFICATIONS. SUBSTITUTIONS SHALL NOT BE CONSIDERED AT THIS TIME UNLESS DIRECTED BY OWNER. PLUG VALVE WESTPORT. CT 06880 2. THE CONTRACTOR SHALL PERFORM ALL CUTTING, 2 SCHEDULING -III- UNION DEMOLISHING, REMOVAL, DISPOSAL, PATCHING, SEALING, RESTORATION, AND ALL ELSE REQUIRED TO COMPLETE THE A. ALL WORK WITHIN LIVE ELECTRIAL PANELS SHALL OCCUR DURING r--�--t PIPE DROP HOURS ACCEPTABLE TO THE BUILDING OWNER MECHANICAL INSTALLATION. PIPE RISE B. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ANY SYSTEM CLIENT: 3. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH THE SHUT-DOWNS WITH OWNER, AND AFFECTED TENANTS. ALL SHUT-DOWNS TO BE PERFORMED AFTER HOURS. THERE SHALL BE NO EXTRA COST SUBMITTED BY THIS LOCALCSE AICD ALl. M C� PUSH BUTTON SWITCH BUUM AUTIMM CONTRACTOR FOR WORK PERFORMED AFTER HOURS. AFTER HOURS WORK SHALL HAVING JURISDICTION. BE INCLUDED IN THE BASE BID. 4. THIS CONTRACTOR SHALL PAY ALL FEES AND TAXES, OBTAIN C. ATTEND WEEKLY MEETING, ISSUE MINUTES OF THE MEETING WITH THE ALL PERMITS AND APPROVALS, FILE THE REQUIRED DOCUMENTS APPROPRIATE ACTION ITEMS AND DATES. AND CAUSE ALL INSPECTIONS. D. INTERFACE WITH OWNER AND ALL OF THEIR CONTRACTORS, VENDORS AND E&A FIRMS. \0010�. 5. SHOP DRAWINGS OF THE FOLLOWING SHALL BE SUBMITTED E. KEEP OUR MANAGER OR SITE TECHNICIAN INFORMED OF ALL PLANNED ACTIVITIES. BEFORE THE DATE, GAS PIPING GENERAL NOTES TO THE OWNER'S PROJECT REPRESENTATIVE FOR APPROVAL PREFERABLY 5 DAYS AT THE VERY LEAST. PRIOR TO INSTALLATION: F. TWO DAYS ADVANCE NOTIFICATION OF ALL DELIVERIES TO THE SITE, SEVEN (7) DAYS ADVANCEwireless 1. GAS PIPING HAS BEEN DESIGNED AND SHALL BE INSTALLED M35T7�OoN NOTIFICATION OF SHUT DOWNS. IN ACCORDANCE WITH THE NEW YORK STATE CONSTRUCTION CODE A. LAYOUT OF ALL EQUIPMENT. AND IN ACCORDANCE TO NFPA 54. B. DIMENSIONED AND DETAILED PIPING LAYOUT. G. ATTEND A PRE-CONSTRH MEETING TO BE HELD AT THEERETHE INSTALLATION WILL TAKE PLACE. 2 IPE SIZING 4 CENTEROCK ROAD C. MANUFACTURER'S SPECIFICATIONS OF ALL JOB SITE OR IN THE AREEAA WWHNYS FUELGAS COD . A MAXIMUMTABLED ON PIPE.4 IN THE WEST NYACK, NEW YORK 10994 EQUIPMENT SPECIFIED. D. DETAILED CONTROL WIRING DIAGRAMS 3 WORK PREP LENGTH OF 200 FT. HAS BEEN USED FOR THIS DESIGN. 3. GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE A. PRIOR TO THE START OF THE PROJECT, ALL WORKERS WILL BE BRIEFED ON THESE SAFETY WITH MALLEABLE IRON FITTINGS. WHERE GAS PIPING CONNECTS 6. ALL PIPE HANGERS SHALL BE ATTACHED TO THE BUILDING STRUCTURE. REQUIREMENTS AND PROVIDED WITH A REVIEW OF THE METHOD OF PROCEDURE. PROVIDE TRAPEZE SUPPORTS AS REQUIRED. TO EQUIPMENT, IT SHALL BE PROVIDED WITH A DRIP LEG THE FULL SIZE OF THE SUPPLY PIPE, A 100% SHUT-OFF GAS B. INSURE AVAILABILITY AND ACCESSIBILITY OF ON-SITE FIRE EXTINGUISHERS, SAFETY EQUIPMENT BOARDS COCK AND A UNION. ALL OUTSIDE GAS PIPING SHALL BE AND FIRST AID STATIONS. GALVANIZED STEEL PIPE. 7. AS-BUILT DOCUMENTS - DRAWINGS SHOWING ALL PIPING. CONTROLS AND C. ALL CONNECTIONS, TESTS MEASUREMENTS AND ADJUSTMENTS SHALL BE DIRECTLY WITNESSED BY A OWNER APPROVED PROJECT SUPERVISOR. 4. GAS PIPING HANGERS AND SUPPORTS SHALL CONFORM TO THE EQUIPMENT SHALL BE SUBMITTED TO THE ENGINEER AT THE REQUIREMENTS OF "STANDARD PRACTICE FOR PIPE HANGERS COMPLETION OF THE WORK IN AUTOCAD 2000 FORMAT. AND SUPPORTS- MATERIALS, DESIGN AND MANUFACTURE: 4 START UP OF SYSTEMS ANSI/MSS SP-58. ALL PIPE SHALL BE SUPPORTED FROM THE 8. THE DIGGING OF HANGERS, CHOPPING, CORE DRILLING. A. PRIOR TO START-UP OF THE SYSTEMS, THE CONTRACTOR SHALL CHECK ALL BUILDING STRUCTURE IN A NEAT AND WORKMANLIKE MANNER . WORK IN OTHER TENANT SPACES OR OCCUPIED AREAS, WORK COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL CONNECTIONS. 5. COMBUSTION AIR AND VENTILATION REQUIREMENTS SHALL BE CREATING FUMES ETC. OR WORK DEEMED BY THE OWNER TO BE A AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING PROVIDED IN ACCORDANCE TO NFPA 54- SEC 5.3 AND THE BOCA FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL NATIONAL MECHANICAL CODE. NUISANCE TO OTHER TENANTS SHALL BE DONE AFTER WORKING ADJUSTMENTS AS NECESSARY. 6. GAS SUPPLY PRESSURE = 5 INCHES WATER GAUGE (0.18 PSIG). HOURS AT NO ADDITIONAL COST. B. FACTORY REP TO BE ONSITE TO COMMISSION SYSTEM. VERIFY WITH LOCAL GAS UTILITY IN THE FIELD PRIOR TO INSTALLATION. 9. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS AND 7. PORTIONS OF A GAS PIPING SYSTEM INSTALLED IN CONCEALED FLOORS SHALL BE FIRE STOPPED WITH 3M FIRESTOPPING 5 OPERATION AND MAINTENANCE INSTRUCTIONS LOCATIONS SHALL NOT HAVE UNIONS, TUBE FITTINGS OR MATERIAL. PROVIDE PIPE SLEEVES FOR RUNNING THREADS. NO GAS VALVES SHALL BE INSTALLED IN ALL PENETRATIONS, SEALED WITH AN APPROVED FIRESTOP. A. SUBMIT TO THE ENGINEER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND ABOVE CEILING LOCATIONS. OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING 8. ALL GAS VENTS FROM PRESSURE RELIEF OR PRESSURE 10. THIS CONTRACTOR TO FURNISH A ONE YEAR GUARANTEE ON DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS; LIMITING DEVICES SHALL BE PIPED THE FULL OUTLET SIZE AND PARTS AND LABOR ON INSTALLATION FROM THE DATE OF OWNER REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ACCEPTANCE AND A FIVE YEAR COMPRESSOR WARRANTY WHERE SHALL FITTED WITH AN AGA APPROVED FITTING WITH INSECT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM OPERATION AND RE-START TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. SCREEN.. PROVIDE CAULKING OR PROPER FLASHING AT VENTS. AVAILABLE. 9. BRANCH OUTLET PIPES SHALL BE TAKEN FROM THE TOP OR B. DOCUMENTATION/TRAINING - CONTRACTOR SHALL FURNISH A COMPLETE SET OF MANUALS 3-RING SIDES OF THE HORIZONTAL LINES AND NOT THE BOTTOM. 11. CONTRACTOR TO FURNISH ALL NECESSARY CONTROLS, BINDER (3 COPIES) OF DRAWINGS AND A DETAILED DESCRIPTION OF THE OPERATION OF THE PLANT. STARTERS, PUMPS, MOTORS, PAINELS AND RELAYS, ETC. FOR A THE WRITING SHALL BE IN THE FORMAT SO THAT A FIELD PERSON CAN UNDERSTAND AND RELATE TO 10. USE DIELECTRIC UNIONS WHERE DISSIMILAR METALS ARE JOINED EACH SEPARATE DEVICE, INDICATING LIGHTS, METERS, CIRCUIT BREAKERS ETC. THIS SHOULD BE A TOGETHER. FULLY FUNCTIONING SYSTEM. FUNCTIONAL WRITE-UP NOT AN ENGINEERING DOCUMENT. TRAINING SHALL INCLUDE A COMPLETE WALK-THRU IDENTIFYING EACH AND EVERY COMPONENT, INSTRUCT ON HOW TO IDENTIFY PROPER OPERATING 12. PROVIDE BAKOLITE LABELS TO IDENTIFY ALL NEW EQUIPMENT. CONDITIONS, AND PERFORM A VISUAL INSPECTION ON WHAT TO LOOK FOR TO PREVENT PROBLEMS. • TESTING: INSPECT, TEST AND PURGE THE GAS PIPING SYSTEM IN DO NOT INCLUDE TROUBLESHOOTING. TRAIN THE PERSONNEL ON OPERATION OF THE FUEL SYSTEM AND ACCORDANCE TO NFPA 54 - PART 4 AND ALL LOCAL REQUIRE- 13. ALL REQUIRED SHUTDOWNS OF BASE BUILDING SYSTEMS FOR THE GENERATOR UNDER VARYING CONDITIONS. MENTS. MINIMUM REQUIREMENTS SHALL BE 5 PSIG FOR A PERIOD OF 2 HOURS. CONNECTION OF TENANT SYSTEMS MUST BE PRIOR APPROVED AND C. MATERIALS COORDINATED WITH THE BUILDING MANAGER. THIS CONTRACTOR SHALL ASSUME ALL FEES REQUIRED BY THE OWNER TO ARRANGE AND 1 PIPING AND ACCESSORIES SUPERVISE THE SHUTDOWNS. 14. THE CONTRACTOR SHALL VISIT THE SITES OF WORK AND BECOME THOROUGHLY FAMILIAR WITH ALL A. GAS PIPING AND SPECIALTIES CONDITIONS AND LIMITATIONS. 15. VERIFY ALL CONDITIONS, ALL NEW DUCTWORK, PIPING AND EQUIPMENT TO BE COORDINATED WITH 1. PIPING SHALL BE INSTALLED IN ACCORDANCE NTH THE EXISTING DUCTWORK, PIPING AND EXISTING CONDITIONS. ASHRAE GUIDE AND GENERALLY ACCEPTED INDUSTRY STANDARDS. 16. ALL EXISTING EQUIPMENT, PIPING AND CONDITIONS AS INDICATED ARE APPROXIMATE AND EXACT CONDITIONS MUST BE VERIFIED IN FIELD. 2. ALL PIPING TO BE SUPPORTED FROM THE BUILDING STRUCTURE WITH GRINNELL HANGERS. 17. ALL WORK SHALL CONFORM TO BASE BUILDING STANDARDS. 3. ALL PIPING SCHEDULED TO BE REMOVED OUTSIDE OF THE DESIGNED 18. THE CONTRACTOR TO COORDINATE WITH THE BASE BUILDING MANAGEMENT AS TO THE PREMISES IS TO BE ARRANGED FOR IN ADVANCE WITH THE LANDLORD. DELIVERY OF EQUIPMENT AND SCHEDULING OF WORK AS NOT TO INTERFERE WITH THE OPERATION TENANT CONTRACTOR IS RESPONSIBLE TO RESTORE ALL DAMAGE AND OF THE OCCUPIED FACILITIES. ALL SHUTDOWNS OF THE EXISTING BUILDING SYSTEMS FINISHES IN OTHER TENANT SPACES AND CLEANUP. PIPING MUST BE OR WORK OUTSIDE OF THE DEMISING AREA SHALL BE STRICTLY COORDINATED WITH THE BUILDING IDENTIFIED WITH TENANT NAME AND SERVICE. THIS CAN BE VIA PLASTIC OR ENGRAVED TAGS. MANAGEMENT PRIOR TO BIDDING. 3 ISSUED FOR BUILDING PERMIT 4/15/15 19. ALL POWER AND LINE VOLTAGE WIRING TO BE DONE BY ELECTRICAL CONTRACTOR 4. ALL NEW PIPING SHALL BE LABELED AND IDENTIFIED USING PIPE MARKING BASED UPON DIAGRAMS FURNISHED BY MECHANICAL CONTRACTOR. SYSTEMS AS MANUFACTURED BY BRADY, OR APPROVED EQUAL AND SHALL MEET THE REQUIREMENTS OF ANSI A13.1-1981 STANDARD. YELLOW BAND WITH 2 ISSUED FOR CONSTRUCTION 8/4/14 20 MATERIAL AND WORKMANSHIP BLACK MARKING ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL 5. PROVIDE 1 1/2" DIAMETER SOLID BRASS VALVE TAGS WITH 1/4" CHARACTERS. MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE TAGS SHALL BE AS MANUFACTURED BY HANSON COMPANY OR APPROVED 1 ISSUED FOR REVIEW 7/21/14 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE EQUAL AND SHALL MEET THE REQUIREMENTS OF A13.1-1981-3.4. AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT 6. NEW EXTERIOR AND EXPOSED INTERIOR GAS PIPING TO BE PAINTED WITH TWO COATS 0 REVI I N DATE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND OF OIL-BASED ENAMEL, COLOR AS DIRECTED BY OWNER. RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ENouse, reproduction or dissemination may be made of this drawing PERFORMANCE OF THE WORK $HALL BE FURNISHED BY THIS CONTRACTOR. 7 NATURAL GAS PIPING AND FITTINGS concepts set forth without the prior written consent of MATERIAL AND EQUIPMENT SHAD BE STORED AND MAINTAINED IN CLEAN CONDITION, ral Consulting Services, P.C. Copyright(9)2015 AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. A. INTERIOR GAS PIPING SHALL BE 21 INSPECTION OF SITE SCH. 40 BLACK CARBON STEEL, ASTM A53 OR 836.10 PROJECT TITLE THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK 1. FITTINGS: ASTM B16.3, MALLEABLE IRON, OR ASTM DURING THE BID WALK-THRU OR AS OTHERWISE ARRANGED WITH LOCAL STAFF AND A234/A234M, WROUGHT CARBON STEEL AND ALLOY STEEL D V E New York SMSA BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE WELDING TYPE DONE. FAILURE TO DO SO WILL. NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO 2. JOINTS: NFPA 54, THREADED OR WELDED TO ANSI B31 REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. 2015 d/b/a VERIZON WIRELESS Limited Partnership 22 CLEANING B CAST IRON BODY AAND RPLUG,TH OFLANGED DEL � OCTC j O ENDS 150 � , DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE Planning SoutholdBoar SITE: MATTITUCK RELO REMOVED FROM THE PREMISES DAILY TO PREVENT ACCUMULATION. THE C. EXTERIOR EXPOSED GAS PIPING SHALL BE HOT-DIPPED GALVANIZED PIPE. CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL INSTALL DIELECTRIC FITTINGS BETWEEN CHANGES IN MATERIALS. Planning board TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A D. EXTERIOR BURIED GAS PIPING SHALL BE SCHEDULE 40, COATED PER CON A17 PIKE STREET FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR EDISON SPECIFICATION G-8062, AND JOINTS COATED PER SPEC G-8209. MATTITUCK, NY 11952 SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL PIPING SHALL BE BURIED BETWEEN 24 AND 36" WITH "WARNING-BURIED CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED GAS LINES BELOW" TAPE 12" ABOVE PIPE. BACKFILL SHALL BE IN DRAWING TITL FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO ACCORDANCE WITH CON ED SPEC EO-1181. THEIR ORIGINAL CONDITION. ALL STEEL UNDERGROUND PIPE TO HAVE ELECTRICAL BONDING ACROSS ALL 23 DIMENSIONS AND LAYOUTS COMPRESSION COUPLINGS AND FITTINGS PER CON ED SPECIFICATIONS EO-4718 AND EO-4134. MAGNESEUM ANODES SHALL BE ATTACHED TO THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF THE STEEL PIPE USING THE THERMIT WELD PROCESS PER CON EDISON PLUMBING THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO DRAWING EO-14134. ONE ANODE FOR EACH 100 FT OR LESS. BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE SPECIFICATIONS TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB GAS PIPING ENTERING THE BUILDING SHALL BE INSTALLED THROUGH WALL MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY SLEEVES IN ACCORDANCE WITH CON EDISON EO-16629 OR EO-4890. REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND INSPECTION. SEAL _ SCALE PROJECT NO. AS NOTED VER0798 DRAWN BY DRAWING NO. '1 CBB CHECKED BY 1 Z j CBB P 1 . O C? DATE © �78gS9 ntk'°� p�� 7/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 M/E/P ENGINEER: ...................................................................... CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 MEN'S WESTPORT, CT 06880 RADIO R1713M RL717M WOMEN'S ROOM CLIENT: TL71L E T EL EC, S TORA GE EXISTING GAS METER, TYP, r F3FP7�CLMwireless 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 GENERA TOR-7 ROOM ............................ -—----------------- 70M TRAINING ROOM 0 --o----- ®----------------- EXISTING CONCRETE APRON NEW GAS METER \\—CONNECT NEW 2" GAS PIPING TO EXISTING MAIN AHEAD OF EXISTING METERS. CONTINUED ON GROUND FLOOR PLUMBING PLAN GAS PIPE SUPPORTED OFF ROOF ON NEW GAS PIPING RUNNING ALONG NON—PENETRATING ROOF SUPPORTS BUILDING FACE BETWEEN 1ST AND 2ND FLOOR WINDOWS AND PAINTED TO MATCH BUILDING FACADE. .. ............................................................................. CONTINUED ON ROOF PLAN Irl S TORA GE S TORA GE CHIEF'S OFFICE ............... 50 KW GAS GENERATOR WITH ----------- SOUND ENCLOSURE n ANa MON ------ -MBRA ...................4 1 TION RIN S ISOLATION P ----------- ---------- Qr 7� 10 ISOLA ON �S 0-0, ............ BOTTOM GAS PIPE UP INTO BOTTOM [ZOF SGENERATOR ENCLOSURE. OF GENERATOR ENCLOSURE. -------------- N -------------------- 4 GENERAL REVISIONS 7/17/15 \--------------- IF\------------------/i ❑............. ......---------- 3 ISSUED FOR BUILDING PERMIT 4/15/15................. A PPARA TUS BA 2 ISSUED FOR CONSTRUCTION 8/4A4 L--------—1 1 ISSUED FOR REVIEW 7/21/14 EXISTIN0 Na ISSUE OR REVISION DATE G M I N No use reproduction or dissemination may be made of this drawing and & concepts set forth without the prior written consent of GARAGE Structural Consulting Services, P.C. Copyright©2015 PROJECT TITLE R F1 11 F New York SMSA --- --------------- v------------------- Limited Partnership ----------------- d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO TN 1000 PIKE STREET MATTITUCK NY 11952 MN DRAWING TITLE 13 PLUMBING GROUND FLOOR & ROOF PLANS GRAPHIC SCALE GRAPHIC SCALE 0 4'-0' 81-01 16'-0' 81-01 0 4'-00 81-01 161-01 1 1 1 1 1 "73 S SCALE PROJECT NO. r71 I= AS NOTED VER0798 0_ FLOOR � � DRAWN BY DRAWING NO. � pPLUMBING�PLAN �l ROOFPLUMBING PLAN sc . OCT 0 2 015 � CBB sc� CHECKED BY W Southold Town CBB - 2 , 0 Planning Board '0 P DATE S1 7/16/14 S STRUCTURAL C CONSULTING S SERVICES, P.C. 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203.740.7578 FAX: 203.775.5670 STEEL CONDUIT PIPE CLAMP OR PIPE PIPING/CONDUITS W/ GALVANIZED CLAMPS AND FASTENERS M/E/P ENGINEER: SEE ROOF PLAN FOR QUANTITY FLOOR CLAM 3M FIRE BARRIER 4'X4" GALVANIZED TUBE SLEEPER 0 6'-0" O.C.25WB+ CAULK LENTH AS REQUIRED FOR QUANTITY. CB BREEN ASSOCIATES, P.C. o c o , D v p CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 46 RIVERSIDE AVENUE TEL 203-866-1471 CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. WESTPORT, CT 06880 C EXISTING ROOF p CLIENT: o' o PIPING. CONDUIT SUPPORT DETAIL p N.T.S. MINERAL WOOL PACKING CONCRETE FLO❑ • ' • OR WALL \0000�. UL SYSTEM NUMBER . .' F—A-1011 �/— B.S.A. # 469-74—SM 3Uj T,,C P 1000 GALVANIZED UNISTRUT CHANNEL EXPANSION BOLT wireless If SPACED AS PER CODE REQUIREMENTS. GENERATOR: KOHLER COAT BACK WITH BITUMINUS PAINT. POWER SYSTEMS MODEL 1/4" SAMAC NALIN GALVANIZED ANCHOR 50REZGB SUPPLIED BY 4 CENTEROCK ROAD 1 OR 2 HOUR RATED WALL ASSEMBLY 3M FIRE BARRIER CP-25WB+ —W/1" IMBEDMENT OR APPROVED EQUAL. THREADED ROD VERIZON WIRELESS, WEST NYACI� NEW YORK 10994 MAX. 1r/' ANNULAR OPENING. USE GALVANIZED WASHERS IF REQUIRED. INSTALLED BY C❑MPLE�TELY FILL SPACE BETWEEN CONTRACTOR. PIPE AND SHEETR❑CK WITH 4' BEAD AROUND PERIMETER EGRESS UNISTRUT P2000 SERIES CONTRACTOR SHALL GALVANIZED PIPE CLAMP OBTAIN FULL SPECIFICATIONS FROM VERIZON WIRELESS PRIOR TO BID. PIPE CONTRACTOR SHALL CONTACT KOHLER REPRESENTATIVES FOR START—UP SERVICES: VERTICAL PIPE SUPPORT DETAIL LYNN GREEN (920) CLEVIS HANGER 698-1355. N.T.S, W/ SADDLE LUBRICATED STEEL CONDUIT OR PIPE PIPE HANGING DETAIL PLUG VALVE N.T.S. NEW 50 KW UL SYSTEM W—L-1001 GENERATOR 744 MBTU FIRESTOP DETAILS MAIN ROOF LEVEL CONSULT UNDERWRITERS LABORATORIES 'FIRE RESISTANCE DIRECTORY' FOR DETAILS 2" GAS UP EXTERIOR WALL E 7 6 5 4 T 3 z SUGGESTED BATTERY SUGGESTED BLOCK HEATER HEATFR / CJIARCfR CO�d0111T LOCATION BATTERY RACK LOCATION CONGUiT LOCATION OPTIONAL) BATTERY IONAL1 (OPTIONAL) Sllt"aGe'STEG LCCAT itJt< £QR FUEL a INLET FLEXIBLE FUEL LINE: 11N NAT (MALE) CONDUIT ENTRY AREA FOR GENERATOR !! THIRD FLOOR LEVEL LOAD LEADS 1BOTTOM ENTRY) CIRCUIT UREA11ER OPTION, REMOTF CONNECTIOfI TO TRANSFER SWITCHp AND REMOTE ANNUNCtATOR,. " .—.1 !sE0[?EL ALT[RNATOP, YrE1GriT [WE[; zs r m .5..aJ64Ux 813 C, 1€792LUST 755...........fl_.........._..............P_.. at6v 4P_Ox 7t6s 5at6d P6X140871 631 KG 11831 LBS) so 407Bx 813 KG [1792 LEST 60 401 OX 669 11,6) 1 191 7 LBS) . P SECOND FLOOR LEVEL 7!7 [a 01 _3A T I a o� 4 GENERAL REVISIONS 7/17/15 _.._...._I.o..S_._tz.?....4.1....__._._ —� CONNECT TO EXISTING NN fiz EXTERIOR GAS SERVICE 3 ISSUED FOR BUILDING PERMIT 4/15/15 i4:Y'• O N t37 319 tip 6T 4PTX,4P7Nx_ 4{}7'Bx.,�. °' 8 _ PIPING 221[13,71 aP1GX,dOIa'XL'__ ,. — 1•_405 '�"� 7pg— t � t�air�?o HiNc 2 ISSUED FOR CONSTRUCTION 8/4/14 2AO 9,d a OX,d 0,{,11$,•4 x 2» 298 [1 IT 1 ISSUED FOR REVIEW 7/21/14 FACE of CON F ROL LE9 " Na ISSUE OR REVISION DATE NEW 2" WALWORTH No use, reproduction or dissemination may be made of this drawing '""' • ` - _ EXIST. NEW PLUG VALVE and the concepts set forth without the prior written consent of "" NATIONAL NATIONAL Structural ConsultingServices, P.C. Co I ht( 2015 ! :� — � DELIVERY GAS SERVICE Ei ❑ `�'' "'� PRESSURE 7" W.C. GRID GRID PROJECT TITLE FUEL INLET.... (0.25 PSIG) METER METER - n ip 1aPr (MALE) "� New York SMSA (NAT. GAS aR • "J L sAsl PROVIDE SIGNAGE TO Limited Partnership a INDICATE GAS 4 SHUT—OFF VALVE FOR d/b/a VERIZON WIRELESS O MOTES, ROOFTOP GENERATOR. SITE: MATTITUCK RELO I, iF IBC CERTIF'ICAT101 IS APP 11CA81.E 4 X 017.5 10.69T r3 .` I15.5?J IINSTALLLATIONSINSTRUCTIONSti iQR 1000 PIKE STREET MOONT I NG [TOLES ` 1;5` t61.2T 305 It2.01 053 [13.9. 75?702 f2 5 2. DIMENSIONS IIs! E1 ARE ENGLISH MATTITUCK, NY 11952 FUEL INLET +4 i2 t. STANDARD E09iVALENTS. GROUND LEVEL F33�0C r73 2T 96�a 138.0I 3. - ASTERISK EEtiOT£S " 1005 [39.£J 6PSX FUEL NLET +78931,11 864 [34.01 6NID WIDTH. DRAWING TITLE 1045 [41. 17 41`78% 1(740`14}.91 A 10560 144.51 4P8X •t36L [54,01 1088 [42.91 4P I Ox ar. Dstt 0!CONP9311[i'G3.481 PiP9 ri@ TCR R[Vi8 ti i[4F1 gY tiY,Eie6*Bt itiE P I-dtiP KOHLER CO :M Ic I PRO-15PRO-15GAS PIPING -SCHEMATIC L 14 RiSf1. 1 --k—in KOKO CENTER OF [3ALANCE @•19 IOIhcM LRR Yt NG IBS5;9'JS yya,elataNN ...,.„„,.,.,...„.-.._.„,.,,...__._-..•._-__._.__..._...«....,.._..�:_ —Skiixp7P PLYkC315"PW3. S9a!:C3t. wE s1044 ..:.>s. CONTRACTOR SHALL OBTAIN ALL NO SCALE ?209 8h G ii 3•Q X IC27 CbdN$ 5ra1+118.: lciq&9C5) CAkd Y s :.P ENI% +es?Eea..nstri asw a?.xis, Ex xasCfe t4 ..•..._..............,_T3__._..,............ ........................._............,._...__.............. .t s fis*itr ls.ir+ auwitEr sa«sri5` aC'Yi«$L,iNti- Yc N 5•i-E3_ tD 37 di9xFat16�wE?GM[ dr1,[rEi�tC,Paga9gt 5Ai4 i>sfiic.'P•sc' cCY1C.T.pat W.xa:.ir.to ,.'..P. ,::�:��TS�' APPROVALS FROM GAS UTILITY FOR t T^E8 a3 tASa !M @IN_LfNRs{pfBAt aYC t, 74`x@ iAt 61 1CtlA ;1REG's o++ni24t.4.x•Y.cS!'arf? .....,._.........„ ._..„.......W..�r,....._.. o afOEEL, 41` x, 4Paex, 0070x, a�1ax ao=[ it•614PBr.e.8tA47L. IN+�7u. 24976,a7A9t ":rsiCl—cam NENMpry PRINT SERVICE MODIFICATIONS. RISER 7(3.27 RP7 sY ta5 NMI) IL`•5CS65! ANi iPPpavA15 @iTt 6O MODEL d1`7ETx,4O16x, 01`14x, 401OX ,.„ 50/60.GM @ ,08-tl[,-Id0-71 VP Dx WAS i[I) I!GIM;"ZI [8 }t ttTk47B97 Pa3' rkP s�-19-ID ,,: •—^t--..^' RECONNECTA51_E d 6COV ALT[RrIATORn_...___.� c,x • •• _ , .s e 5.0 & 5.7 LITER GM 2009 EMISSIONS � fa SCf S?tE[T ? [LT4307@i sAv'��" 7nf 7d•79.10 AND IL vDf IO.19.1D ADV-7908 D g 7 6 a 4 T Z I NNj t� l� U 1! L� EAS ►x. fi�q�. \ SCALE PROJECT NO. '� AS NOTED VER0798 OCT 02 2015 CiZ DRAWN BY DRAWING NO. All CBB Southold Board CHECKED BY own Planning Doard � r � , P- 3 . 0 s��r����, CBB / DATE r/ 7/16/14 S STRUCTURAL I. ALL BRANCH CIRCUITS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR C CONSULTING DIVISION 16 — RICA NOTES: INSTALLED IN THE BRANCH CIRCUIT RACEWAY, SIZED IN ACCORDANCE WITH NEC 17 — CONDUIT TABLE 250-95. NOTE: S SERVICES, P.C. 1 — GENERAL REQUIREMENTS ALL CONDUIT SHALL BE RUN CONCEALED EXCEPT WHERE OTHERWISE NOTED. ALL THIS GENERATOR IS NOT FOR LIFE SAFETY ALL REQUIREMENTS UNDER DIVISION ONE AND THE GENERAL AND SUPPLEMENTARY CONDUIT RUN EXPOSED TO WEATHER, OR OTHER HAZARDOUS CONDITIONS SHALL BE J. VOLTAGE DROP IN BRANCH CIRCUITS SHALL NOT EXCEED 2% OR LIFE SUPPORT PURPOSES. CONDITIONS OF THESE SPECIFICATIONS SHALL BE A PART OF THIS SECTION. THE RIGID GALV. PAINTED STEEL ALL OTHER CONDUIT MAY BE E.M.T. W/COMPRESSION FITTINGS WHERE CONTRACTOR SHALL BE RESPONSIBLE TO BECOME THOROUGHLY FAMILIAR WITH ALL ITS APPROVED BY LOCAL CODE. FINAL CONNECTION TO EACH MOTOR 7 FEDERAL ROAD,SUITE BROOKFIELD,CT 06804 LOADS FOR THIS GENERATOR CONTENTS AS TO REQUIREMENTS WHICH AFFECT THIS DIVISION. THE WORK REQUIRED AND TO ANY DEVICE WHICH WOULD OTHERWISE TRANSMIT MOTION, K. HOMERUNS AND BRANCH CIRCUIT WIRING FOR 277V OR 120V TEL:203.740.7578 FAX: 203.775.5670 ARE COMPRISED OF DATACENTER UNDER THIS DIVISION INCLUDES ALL MATERIAL, EQUIPMENT, APPLIANCES, AND LABOR VIBRATION OR NOISE, SHALL BE IN FLEXIBLE METAL CONDUIT. WHERE FLEXIBLE METAL CIRCUITS SHALL BE AS FOLLOWED: EQUIPMENT, DATACENTER COOLING, REQUIRED TO COMPLETE THE ENTIRE SYSTEM AS REQUIRED BY THE DRAWINGS AND CONDUIT IS EXPOSED TO LIQUIDS, VAPORS OR SUNLIGHT, LIQUID—TIGHT FLEXIBLE METAL AND DATACENTER LIGHTING. SPECIFICATIONS, OR REASONABLY INFERRED TO BE NECESSARY TO FACILITATE EACH CONDUIT SHALL BE USED. ALL FLEXIBLE METAL CONDUIT SHALL BE PROVIDED WITH AN LENGTH — FT HOMERUN WIRE SIZE CIRCUIT WIRE SIZE M/E P ENGINEER: 0-50 #12 #12 SYSTEMS FUNCTIONING AS INDICATED BY THE DESIGN AND THE EQUIPMENT SPECIFIED. INSULATED GROUND WIRE. 2 — INSPECTION OF SITE 51-100 #10 #12 THE CONTRACTOR SHALL PERSONALLY INSPECT THE SITE OF THE PROPOSED WORK AND 101-150 #8 #10 BECOME FULLY INFORMED AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE 18 — CONDUIT INSTALLATION CB BREEN ASSOCIATES, P.C. DONE. FAILURE TO DO SO WILL NOT BE CONSIDERED SUFFICIENT JUSTIFICATION TO A. ALL WIRING SHALL BE RUN IN CONDUIT, EXPOSED AND CONCEALED INSTALLATION. 22 — JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS REQUEST OR OBTAIN EXTRA COMPENSATION OVER AND ABOVE THE CONTRACT PRICE. B. CONDUIT SHALL BE CONCEALED IN WALLS OR FLOORS WHEREVER POSSIBLE. PROVIDE JUNCTION BOXES, PULL BOXES, CABINETS AND WIREWAYS WHEREVER 3 — MATERIAL AND WORKMANSHIa ALL CONDUIT RUNS ARE PARALLEL IN SPACE. NECESSARY FOR PROPER INSTALLATION OF VARIOUS ELECTRICAL SYSTEMS ACCORDING 46 RIVERSIDE AVENUE TEL 203-866-1471 ALL MATERIAL AND APPARATUS SHALL BE NEW AND IN FIRST CLASS CONDITION. ALL TO THE NATIONAL ELECTRICAL CODE AND WHERE INDICATED ON THE DRAWINGS. SIZE MATERIAL AND APPARATUS SHALL HAVE MARKINGS OR A NAMEPLATE IDENTIFYING THE C. CONDUIT SHALL BE INSTALLED TO REQUIREMENTS OF STRUCTURE AND TO AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED BY THE NATIONAL WESTPORT. CT 06880 MANUFACTURER AND PROVIDING SUFFICIENT REFERENCE TO ESTABLISH QUALITY, SIZE REQUIREMENTS OF ALL OTHER WORK ON THE PROJECT. CONDUIT SHALL BE ELECTRICAL CODE, WHICHEVER IS LARGEST. CONSTRUCTION SHALL BE OF A NEMA AND CAPACITY. ALL WORKMANSHIP SHALL BE OF THE FINEST POSSIBLE BY EXPERIENCED INSTALLED TO CLEAR ALL OPENINGS, DEPRESSIONS, PIPES, DUCTS, REINFORCING DESIGN SUITABLE FOR THE ENVIRONMENT INSTALLED. MECHANICS OF THE PROPER TRADE. IN GENERAL, ALL MATERIALS AND EQUIPMENT STEEL, ETC. CONDUIT SET IN FORMS FOR CONCRETE STRUCTURE SHALL BE SHALL BE OF COMMERCIAL SPECIFICATION GRADE IN QUALITY. LIGHT DUTY AND INSTALLED IN SUCH A MANNER THAT INSTALLATION WILL NOT AFFECT THE 23 — OUTLET BOXES RESIDENTIAL TYPE EQUIPMENT WILL NOT BE ACCEPTABLE. ALL HOISTS, SCAFFOLDS, STRENGTH OF THE STRUCTURE. EXCEPT WHERE APPROVED IN WRITING BY THE ALL OUTLETS INCLUDING LIGHT, SWITCH, RECEPTACLE, AND SIMILAR OUTLETS, SHALL BE SYMBOLS LEGEND STAGING, RUNWAYS, TOOLS, MACHINERY AND EQUIPMENT REQUIRED FOR THE ARCHITECT, NO CONDUIT SHALL BE RUN IN A SLAB ON GRADE. CONDUIT SHALL BE NATIONAL ELECTRICAL, APPLETON, STEEL CITY, RACO OR APPROVED EQUAL GALVANIZED CLIENT: PERFORMANCE OF THE ELECTRICAL WORK SHALL BE FURNISHED BY THIS CONTRACTOR. LOCATED IN GRANULAR FILL BELOW SLABS—ON GRADE. STEEL KNOCKOUT BOXES, SUITABLE IN DESIGN TO THE PURPOSE THEY SERVE AND THE MATERIAL AND EQUIPMENT SHALL BE STORED AND MAINTAINED IN CLEAN CONDITION, SPACE THEY OCCUPY. SIZE AS REQUIRED FOR THE SPECIFIC FUNCTION OR AS REQUIRED AND PROTECTED FROM WEATHER, MOISTURE, AND PHYSICAL DAMAGE. ALL MATERIALS D. CONDUITS SHALL BE INSTALLED CONTINUOUS BETWEEN CONNECTIONS TO BY THE NATIONAL ELECTRICAL CODE, WHICHEVER IS LARGEST. ALL OUTLET BOXES DUPLEX OUTLET SHALL BE CONNECTICUT APPROVED. OUTLETS, BOXES AND CABINETS WITH A MINIMUM POSSIBLE NUMBER OF BENDS SHALL BE SET IN WALLS, COLUMNS, FLOORS, OR CEILINGS SO AS TO BE FLUSH WITH THE GROUND FAULT CIRCUIT INTERRUPT OUTLET 4 — COORDINATION AND NOT MORE THAN THE EQUIVALENT OF FOUR 90 BENDS BETWEEN FINISHED SURFACE AND BE ACCURATELY SET AND RIGIDLY SECURED IN POSITION. ( )Gn CONNECTIONS. BENDS SHALL BE SMOOTH AND EVEN AND SHALL BE MADE PROVIDE PLASTER RINGS, EXTENSION RINGS AND MASONARY RINGS AS REQUIRED FOR THE CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER CONTRACTORS AND SUBCONTRACTORS SO THAT VARIOUS COMPONENTS OF THE ELECTRICAL SYSTEMS WILL WITHOUT FLATTENING CONDUIT OR FLAKING ENAMEL. RADIUS OF BENDS SHALL FLUSH MOUNTING. Q JUNCTION BOX BE AS LONG AS POSSIBLE AND NEVER SHORTER THAN THE CORRESPONDING THERMAL OVERLOAD SWITCH BE INSTALLED AT THE PROPER TIME, WILL FIT THE AVAILABLE SPACE, AND WILL ALLOW \000�. PROPER SERVICE ACCESS TO ALL EQUIPMENT. THE CONTRACTOR SHALL REFER TO TRADE ELBOW. LONG RADIUS ELBOWS SHALL BE USED WHERE NECESSARY. 24 — EQUIPMENT IDENTIFICATION T ARCHITECTURAL, STRUCTURAL AND MECHANICAL DRAWINGS AND TO RELEVANT THIS CONTRACTOR SHALL FURNISH AND INSTALL EQUIPMENT IDENTIFICATION MECHANICAL TIMER LIGHT SWITCH EQUIPMENT DRAWINGS TO DETERMINE THE EXTENT OF CLEAR SPACES. THE E. CONDUITS SHALL BE SECURELY FASTENED IN PLACE WITH APPROVED STRAPS, NAMEPLATES ON ALL PANELBOARDS TIMESWITCHES ETC. INCLUDING SWITCHES IN 60MIN MAX MODEL FF60 MHC MECHANICAL TIMER, CONTRACTOR SHALL MAKE ALL OFFSETS REQUIRED TO CLEAR EQUIPMENT, BEAMS AND HANGERS AND STEEL SUPPORTS AS REQUIRED. SINGLE CONDUITS FOR FEEDERS DISTRIBUTION PANELS, OUTLETS, PHONE/DATA & LIGHT SWITCHES: PROM MAX, WITH HOLD FEATURE. wireless OTHER STRUCTURAL MEMBERS, AND TO FACILITATE CONCEALING CONDUIT IN THE SHALL BE HUNG WITH MALLEABLE SPLIT RING HANGERS WITH ROD AND NAMEPLATES SHALL BE ENGRAVED PHENOLIC PLASTIC AND PROVIDE HUBBELL POLYCARBONATE WEATHERPROOF ' MANNER ANTICIPATED IN THE DESIGN. THE CONTRACTOR SHALL PROVIDE MATERIALS TURNBUCKLE SUSPENSION FROM INSERTS SPACED NOT OVER 10 FEET APART IN SHALL BE FIRMLY ATTACHED TO THE EQUIPMENT. NAMEPLATES SHALL CLEARLY VER 2 MP. WITH TRIM WHICH WILL FIT PROPERLY THE TYPES OF CEILING, WALL, OR FLOOR FINISHES CONSTRUCTION ABOVE. GROUPS OF HORIZONTAL FEEDER CONDUITS SHALL BE IDENTIFY EACH ITEM AND WHAT IT CONTROLS. CLAMPED TO UNISTRUT STEEL CHANNELS AND SUSPENDED FROM INSERTS (M� ELECTRICAL MOTOR 4 CENTEROCK ROAD 77'' ACTUALLY INSTALLED. 25 — ELECTRICAL SERVICE WEST NYACK, NEW YORK 10994 SPACED NOT OVER 10 FEET APART IN CONSTRUCTION ABOVE. VERTICAL FEEDER 5 — DIMENSIONS AND LAYOUTS CONDUITS SHALL BE SECURELY CLAMPED TO STRUCTURAL STEEL MEMBERS SEE DRAWINGS FOR TYPE, SIZE, VOLTAGE, PHASE, ETC. THE DRAWINGS ARE SCHEMATIC IN NATURE, BUT SHOW THE VARIOUS COMPONENTS OF ATTACHED TO STRUCTURE. CABLE CLAMPS SHALL BE INSTALLED FOR SUPPORT THE SYSTEMS APPROXIMATELY TO SCALE AND ATTEMPT TO INDICATE HOW THEY ARE TO OF VERTICAL FEEDERS WHERE REQUIRED. CONDUIT SUPPORTS SHALL BE ADDED 26 — GROUNDING FUSED DISCONNECT SWITCH THE ELECTRICAL SERVICE, ALL EQUIPMENT, CONDUCTORS, CONDUITS, MOTOR BE INTEGRATED WITH OTHER PARTS OF THE BUILDING. FIGURED DIMENSIONS SHALL BE WITHIN 12" AT ONE END OF ALL BENDS. CONDUIT SHALL NOT BE SUPPORTED FRAMES, ETC. IN THIS CONTRACT WHICH REQUIRE GROUNDING SHALL BE PERMANENTLY E2 NON—FUSED DISCONNECT SWITCH TAKEN IN PREFERENCE TO SCALE DIMENSIONS. DETERMINE EXACT LOCATIONS BY JOB FROM SUSPENDED CEILING COMPONENTS. MEASUREMENTS, BY CHECKING THE REQUIREMENTS OF OTHER TRADES, AND BY AND EFFECTIVELY GROUNDED BY THIS CONTRACTOR IN A THOROUGH AND EFFICIENT MANNER IN CONFORMANCE TO THE ELECTRICAL CODE AND/OR NATIONAL ELECTRICAL CODE, REVIEWING ALL CONTRACT DOCUMENTS. THE CONTRACTOR WILL BE HELD RESPONSIBLE F. CONDUIT ENDS SHALL BE REAMED BEFORE INSTALLATION AND ALL CONDUIT WHICH EVER IS MORE STRINGENT. EP FOR ERRORS WHICH COULD HAVE BEEN AVOIDED BY PROPER CHECKING AND SHALL BE THOROUGHLY CLEANED BEFORE INSTALLATION AND KEPT CLEAN AFTER -NOW ELECTRICAL PANEL (RECESSED MT'D) INSPECTION. INSTALLATION. OPENINGS AND BOXES SHALL BE PLUGGED OR COVERED AS 27 — DISCONNECT SWITCHES 6 — REQUIRED TO KEEP CONDUIT CLEAN DURING CONSTRUCTION AND ALL CONDUIT CONTRACTOR SHALL FURNISH AND INSTALL SQUARE D OR HOME RUN TO PANEL SHALL BE FISHED CLEAR OF OBSTRUCTIONS BEFORE THE PULLING OF WIRES. ALL GENERAL ELECTRIC FUSED OR NON—FUSED (AS NOTED OR REQUIRED) NEMA HEAVY DUTY �\ ORDINANCES AND CODES CONTRACTOR'S PERFORMANCE, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH CONDUIT SHALL BE OF AMPLE SIZE FOR PULLING OF WIRE AND SHALL NOT BE SMALLER THAN CODE REQUIREMENTS AND NOT LESS THAN 1/2" IN SIZE. TFC LOCAL CO= NATIONAL ELECTRIC COOS EXTERNALLY OPERATED SAFETY SWITCHES WHERE NOT FURNISHED WITH THE STARTING AND/OR ALL OTHER APPLICABLE CODES AND ORDINANCES. CONTRACTOR SHALL COMPLY EQUIPMENT, AND AT ALL OTHER POINTS REQUIRED BY CODE. FUSE HOLDERS SHALL 2/4 PANEL CIRCUIT DESIGNATION HAVE CLASS R REJECTION FEATURE. CONSTRUCTION SHALL BE OF A NEMA DESIGN WITH RULES AND REGULATIONS OF PUBLIC UTILITIES AND MUNICIPAL DEPARTMENTS G. ALL ELECTRICAL WORK SHALL BE PROTECTED AGAINST DAMAGE DURING SUITABLE FOR THE ENVIRONMENT INSTALLED IN. INDOOR NEMA-12, EXTERIOR NEMA-4X ATLITE MODEL C66, 120V AFFECTED BY CONNECTION OF SERVICES. OBTAIN AND PAY FOR ALL PERMITS. CONSTRUCTION. ANY WORK DAMAGED OR MOVED OUT OF LINE AFTER ROUGHING—IN SHALL BE REPAIRED TO MEET ENGINEER'S APPROVAL WITHOUT 28 — NEW ELECTRIC SERVICE EM NEW YORK CITY APPROVED 7 — SUBSTITUTIONS ADDITIONAL COST TO THE OWNER THIS SPECIFICATION PROVIDES THAT THE BASE BID OF ALL CONTRACTORS SHALL 1. ALL WORK INVOLVING THE ELECTRICAL SERVICE SHALL BE COORDINATED WITH AND CHAIN—SUSPENDED FLUORESCENT INCLUDE THE PRODUCTS SPECIFICALLY NAMED, THE CONTRACTOR BEING PERMITTED TO H. CONDUIT TERMINATIONS AT PANELBOARDS AND JUNCTION BOXES SHALL BE APPROVED BY THE OWNER. THE CONTRACTOR SHALL PAY ALL FEES ASSOCIATED WITH LIGHT FIXTURE — LITHONIA SUBMIT IN THE FORM OF ALTERNATES, WITH HIS PROPOSAL, PRODUCTS OF ANY OTHER ALIGNED AND INSTALLED TRUE AND PLUMB. THE ELECTRIC SERVICE MODIFICATIONS. NOTIFY THE CLIENT AND OWNER IN WRITING AT LEAST TWO WEEKS IN ADVANCE OF MODEL HL-2-32-120 2. MANUFACTURERS FOR SIMILAR USE, PROVIDED THE DIFFERENCE IN COST, IF ANY, IS ) SPECIFIED IN EACH CASE. THE TERMS "APPROVED", "APPROVED EQUAL", OR "EQUAL" I. INSTALL APPROVED EXPANSION FITTINGS WHERE CONDUIT OR EMT PASSES ANY INTERRUPTION OF SERVICE IN THE BUILDING. INFORM THE CLIENT AND OWNER OF SHALL MEAN APPROVED BY THE ENGINEER AS AN ACCEPTABLE ALTERNATE BID. NO THROUGH EXPANSION JOINTS. THE DURATIION OF THE SHUTDOWN. ALL WORK INVOLVING A SHUTDOWN SHALL BE PERFORMED DURING PREMIUM TIME AT NO ADDITIONAL COST TO THE CLIENT. ROOFTOP CANOPY FIXTURE SUBSTITUTIONS WILL BE CONSIDERED THAT ARE NOT BID AS AN ALTERNATE. � STONCO GSC35NLXL-1 J. INSTALL A PULL WIRE IN EACH EMPTY CONDUIT WHICH IS LEFT BY THE 3.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR FILING THE PROJECT WITH THE 8 — SHOP DRAWINGS CONTRACTOR FOR INSTALLATION OF WIRES OR CABLES BY OTHERS. ADVISORY BOARD OF THE CITY OF NEW YORK. THE CONTRACTOR SHALL BE 120V/50W HPS, VANDAL PROOF SUBMIT FOR APPROVAL SIX SETS OF MANUFACTURERS SHOP DRAWINGS OF ALL MAJOR RESPONSIBLE FOR PREPARATION OF NECESSARY DRAWINGS, FORMS AND ALL ASSOCIATED ITEMS OF EQUIPMENT AND ALL ITEMS REQUIRING COORDINATION BETWEEN K. MAKE ALL JOINTS AND CONNECTIONS IN A MANNER WHICH WILL INSURE FEES. CONTRACTORS. BEFORE SUBMITTING SHOP DRAWINGS AND MATERIAL LISTS, THE MECHANICAL STRENGTH AND ELECTRICAL CONTINUITY. MC DOOR ALARM CONTACTS CONTRACTOR SHALL VERIFY THAT ALL EQUIPMENT SUBMITTED IS MUTUALLY COMPATIBLE AND SUITABLE FOR THE INTENDED USE, AND SHALL FIT THE AVAILABLE L. THRU—WIRING OF LIGHT FIXTURES IS NOT PERMITTED. SMOKE DETECTOR © SPACE AND ALLOW AMPLE ROOM FOR MAINTENANCE. THE ENGINEER'S CHECKING AND SUBSEQUENT APPROVAL OF SUCH SHOP DRAWINGS SHALL NOT RELIEVE THE M. ALL INTERIOR EXPOSED CONDUIT SHALL BE FIELD PRIMED AND PAINTED BLACK POST LIGHT: LITHONIA OFLR 6LC 120 P BZ CONTRACTOR FROM RESPONSIBILITY FOR ERRORS IN DIMENSIONS, DETAILS, SIZE OF COORDINATE WITH OWNER FOR PAINT SPECIFICATIONS. 2—HEAD LED FLOOD LIGHT MEMBERS, OR QUANTITIES, OR OMISSIONS OF COMPONENTS OR FITTINGS, OR FOR COORDINATING ITEMS WITH ACTUAL BUILDING CONDITIONS. N. ALL EXTERIOR EXPOSED CONDUIT SHALL ROB ROY SCHEDULE 40 PVC COATED STEEL CONDUIT. 9 — ADJUSTING ALIGNING AND TESTING ALL ELECTRICAL EQUIPMENT ON THIS PROJECT FURNISHED UNDER THIS DIVISION AND ALL ELECTRICAL EQUIPMENT FURNISHED BY OTHERS SHALL BE ADJUSTED, ALIGNED AND 19 — BUSHINGS AND LOCKNUTS TESTED FOR PROPER OPERATION BY THE ELECTRICAL CONTRACTOR. COMPLETE WIRING WHERE CONDUITS ENTER BOXES, THEY SHALL BE RIGIDLY CLAMPED TO THE BOX BY A SYSTEMS SHALL BE FREE FROM SHORT CIRCUITS. ALL MOTORS SHALL BE VERIFIED FOR BUSHING ON THE INSIDE AND A LOCKNUT ON THE OUTSIDE, AND CONDUIT SHALL ENTER PROPER ROTATION. THE BOX SQUARELY. BUSHINGS AND LOCKNUTS SHALL BE MADE OF GALVANIZED MALLEABLE IRON AND SHALL HAVE SHARP, CLEAN—CUT THREADS. WHERE THIN—WALL 10 — OPERATION AND MAINTENANCE INSTRUCTIONS CONDUIT ENTERS BOX, PROVIDE APPROVED E.M.T. CONNECTORS. USE INSULATED SUBMIT TO THE OWNER THREE COPIES EACH OF MATERIAL FOR MAINTENANCE AND GROUNDING BUSHINGS WHEREVER CONNECTION IS SUBJECT TO VIBRATION OR OPERATION INSTRUCTION MANUALS, APPROPRIATELY BOUND INTO MANUAL FORM MOISTURE. INCLUDING APPROVED COPIES OF MANUFACTURERS CATALOG SHEETS, WIRING DIAGRAMS, MAINTENANCE INSTRUCTIONS, OPERATING INSTRUCTIONS, AND PARTS LISTS, 20 — WIRE REVISED IF NECESSARY TO SHOW SYSTEM AND EQUIPMENT AS ACTUALLY INSTALLED. ALL WIRE SHALL HAVE COPPER CONDUCTORS, WITH U.L LABEL, AND 600 VOLT CONTRACTOR SHALL ALSO PROVIDE ADEQUATE VERBAL INSTRUCTIONS OF SYSTEM INSULATION. ALL WIRE SHALL BE RUN IN CONDUIT. OPERATION TO OWNER'S REPRESENTATIVE AT THE TERMINATION OF THE WORK. ALL FEEDER AND BRANCH CIRCUIT WIRE #8 AWG AND LARGER SHALL BE TYPE THWN OR XHHW, BOTH WITH STRANDED CONDUCTORS. ALL WIRE #10 AWG. AND 11 — START UP OF SYSTEMS SMALLER SHALL BE TYPE THWN (WET OR DAMP LOCATIONS OR THHN (DRY PRIOR TO START—UP OF THE ELECTRICAL SYSTEMS, THE CONTRACTOR SHALL CHECK ALL LOCATIONS ONLY AND ABOVE GRADE), BOTH WITH SOLID CONDUCTORS. WIRE WITHIN COMPONENTS AND DEVICES, LUBRICATE ITEMS ACCORDINGLY, AND TIGHTEN ALL FLUORESCENT FIXTURE CHANNELS SHALL BE TYPE THHN. ALL BRANCH CIRCUIT WIRING SCREWED AND BOLTED CONNECTIONS. ADJUST TAPS ON EACH TRANSFORMER FOR SHALL BE NOT SMALLER THAN #12 AWG WIRE. CONTROL WIRING SHALL HAVE 600V RATED SECONDARY VOLTAGE. CHECK AND RECORD BUILDING'S SERVICE ENTRANCE INSULATION AND BE OF THE PROPER TYPE, SIZE AND NUMBER AS REQUIRED TO 3 ISSUED FOR BUILDING PERMIT 4/15/15 VOLTAGE, GROUNDING CONDITIONS, GROUNDING RESISTANCE AND PROPER PHASING. ACCOMPLISHED SPECIFIED FUNCTION. BALANCE ALL SINGLE PHASE LOADS AT EACH PANELBOARD, REDISTRIBUTING BRANCH CIRCUIT CONNECTIONS UNTIL BALANCE IS ACHIEVED. REPLACE ALL BURNED—OUT LAMPS. 2 ISSUED FOR CONSTRUCTION 8/4/14 AFTER ALL SYSTEMS HAVE BEEN INSPECTED AND ADJUSTED, CONFIRM ALL OPERATING 21 — WIRING INSTALLATION FEATURES REQUIRED BY THE DRAWINGS AND SPECIFICATIONS AND MAKE FINAL A. ALL WIRING SHALL BE INSTALLED IN APPROVED RACEWAY AND ENCLOSURES. ADJUSTMENTS FOR REVIEW 7/21/14 AS NECESSARY. B. SUPPORT ALL WIRE AND CABLES IN VERTICAL INSTALLATIONS AS REQUIRED BY 12 — GUARANTEE CODE BY INSTALLING CABLE SUPPORTERS OR PLUG—TYPE CONDUIT RISER o. UE OR REVISION DATE GUARANTEE AGAINST DEFECTIVE WORKMANSHIP AND MATERIAL FOR A PERIOD OF ONE SUPPORTS. YEAR FROM DATE OF FINAL PAYMENT. GUARANTEE SHALL INCLUDE MATERIAL TO BE REPLACED AND ALL LABOR REQUIRED. C. ALL WIRE AND CABLE IN CONDUIT SHALL BE CONTINUOUS WITHOUT TAPS OR No use, reproduction or dissemination may be made of this drawing SPLICES. ALL SPLICES OR TAPS SHALL OCCUR IN APPROVED BOXES AND ENCLOSURES AND SHALL BE KEPT TO THE MINIMUM REQUIRED, AND SHALL BE and the concepts set forth without the prior written consent of 13 — INSPECTIONS MADE UP WITH APPROVED SOLDERLESS CONNECTORS. ALL SPLICES, TAPS, AND Structural Consulting Services, P.C. Copyright@ 2015 THIS CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING AND PAYING FOR JOINTS SHALL BE INSULATED AS REQUIRED BY CODE. ALL ELECTRICAL INSPECTIONS. PROJECT TITLE 14 — CLEANING D. ALL MATERIALS USED TO TERMINATE, SPLICE OR TAP CONDUCTORS SHALL BE DIRT AND REFUSE RESULTING FROM THE PERFORMANCE OF THE WORK SHALL BE DESIGNED FOR, PROPERLY SIZED FOR, AND U.L. LISTED FOR THE SPECIFIC New York SMSA REMOVED FROM THE PREMISES AS REQUIRED TO PREVENT ACCUMULATION. THE APPLICATION AND CONDUCTORS INVOLVED, AND SHALL BE INSTALLED IN STRICT CONTRACTOR SHALL COOPERATE IN MAINTAINING REASONABLY CLEAN PREMISES AT ALL ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS, USING THE TIMES. IMMEDIATELY PRIOR TO FINAL INSPECTION, THE CONTRACTOR SHALL MAKE A MANUFACTURER'S RECOMMENDED TOOLS. Limited Partnership FINAL CLEANUP OF DIRT AND REFUSE RESULTING FROM HIS WORK. THE CONTRACTOR d/b/a VERIZON WIRELESS SHALL CLEAN ALL MATERIAL AND EQUIPMENT INSTALLED UNDER THE ELECTRICAL E. WHERE WIRE IS INDICATED TO BE INSTALLED, BUT THE CONNECTION IS INDICATED CONTRACT. DIRT, DUST, PLASTER, STAINS AND FOREIGN MATTER SHALL BE REMOVED "FUTURE" OR "BY OTHERS", CONTRACTOR SHALL LEAVE A MINIMUM OF 3 FEET OF SITE: MATTITUCK RELO FROM ALL SURFACES. DAMAGED FINISHES SHALL BE TOUCHED UP AND RESTORED TO "PIGTAIL" AT THE BOX, TAPE THE ENDS OF THE CONDUCTORS, AND COVER THE 1000 PIKE STREET THEIR ORIGINAL CONDITION. Box. MATTITUCK, NY 11952 15 — CUTTING AND PATCHING F. THE NUMBER OF CURRENT CARRYING CONDUCTORS IN A SPECIFIC CONDUIT RUN ARE THIS CONTRACTOR SHALL DO ALL CUTTING OF WALLS, FLOORS, CEILINGS, ETC. AS INDICATED WITH CROSS LINES ON EACH "CONDUIT RUN" ON THE DRAWINGS. IN GENERAL, REQUIRED TO INSTALL WORK UNDER THIS SECTION. CONTRACTOR SHALL OBTAIN DIRECTION OF BRANCH CIRCUIT "HOME RUN" ROUTING IS INDICATED ON THE DRAWING TITLE PERMISSION OF THE OWNER BEFORE DOING ANY CUTTING. ALL HOLES SHALL BE DRAWINGS, COMPLETE WITH CIRCUIT NUMBERS AND PANELBOARD DESIGNATION. CUT AS SMALL AS POSSIBLE. CONTRACTOR SHALL PATCH WALLS, FLOORS, ETC. AS THIS CONTRACTOR SHALL CONTINUE ALL SUCH "HOME RUN" WIRING TO THE REQUIRED BY WORK UNDER THIS SECTION. ALL PATCHING SHALL BE THOROUGHLY FIRST DESIGNATED PANELBOARD, AS THOUGH "CONDUIT RUNS" WERE INDICATED IN CLASS AND SHALL MATCH THE ORIGINAL MATERIAL AND CONSTRUCTION. THEIR ENTIRETY. ALL CORE DRILLING SHALL REQUIRE LOCATING REBAR VIA X—RAY. ELECTRICAL G. CONDUCTORS SHALL HAVE INSULATION OF THE PROPER COLOR TO MATCH N.E.C. COLOR CODE SYSTEM. IN LARGER WIRE SIZES WHERE PROPERLY COLORED SPECIFICATIONS 16 — ROUGH—IN INSULATION IS NOT AVAILABLE, THE CONTRACTOR SHALL USE VINYL PLASTIC COORDINATE WITHOUT DELAY ALL ROUGHING—IN WITH GENERAL CONSTRUCTION. ALL ELECTRICAL TAPE OF THE APPROPRIATE COLOR AROUND EACH CABLE AT ALL CONDUIT ROUGH—IN SHALL BE CONCEALED EXCEPT IN UNFINISHED AREAS AND WHERE TERMINATION POINTS, JUNCTION AND PULL BOXES. OTHERWISE SHOWN. H. ALL TERMINAL BLOCKS AND WIRE TERMINALS FOR CONTROL WIRING SHALL BE PROPERLY NUMBERED FOR IDENTIFICATION WITH VINYL STICK—ON MARKERS OR SEAL SCALE PROJECT N0. EQUIVALENT. 1- � ���„�. AS NOTED VER0798 KPlanning �� i' '���� �lDRAWN BY DRAWING NO. �� � � CBB 0220 �:UjCHECKED BY uthold Town y _ CBBE 1O cc� r Board <v DATE 7/16/14 ID S STRUCTURAL C CONSULTING M AIN _ --- S1 SERVICE P S, .C. R 1-111 F 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL:203,740.7578 FAX: 203.775.5670 M/E/P ENGINEER: CB BREEN ASSOCIATES, P.C. 46 RIVERSIDE AVENUE TEL 203-866-1471 ------- WESTPORT, CT 06880 CLIENT: \000�— ______________-______.._..___._____.__-____ ��� Q - wireless .............................. 4 CENTEROCK ROAD -- WEST NYACK, NEW YORK 10994 GROUND CONDUIT DOWN TO GROUND ROD i AND PAINTED TO MATCH BUILDING FACADE POWER CONDUIT DOWN TO METER BANK AND TELCO AND POWER CONDUIT PAINTED TO MATCH ALONG FACE OF RETAINING WALL -------_— LIPA �L., CABINET TRANSFORMER �r' e 4 C7 (BY OTHERS) (BY OTHERS) O PP-1 ` i NEW METER BANK SWITCH FOR EXTERIOR CANOPY I (BY OTHERS) 0 ou 0 0 LIGHTING FIXTURES AND 2ND TELCO MESA CABINET ----- ----------- -------------- WP GFI RECEPTACLE. ANTENNA COAXIAL CABLE AND GROUND WITH VZW POWER OUTLETS ........ TO BE SUPPORTED OFF ROOF IN NON-PENETRATING CABLE TRAY (TYP). { 4 GENERAL REVISIONS 7/17/15 r — — __,.._..._...._.. _- MAIN ROOF GROUND BAR >` UNDER PLATFORM ISSUED FOR BUILDING PERMIT 4/15/15 o .........- _ -- - -- -- POWER AND CONTROL ��� .. -- - - I 2 ISSUED FOR CONSTRUCTION 8/4/14 CONDUIT UP INTO GENERATOR __ ... 1 ISSUED FOR REVIEW 7/21/14 50 KW GENERATOR WITH - -- - - - SOUND ENCLOSURE AND NEW CANOPY FIXTURE Na ISSUE OR REVISION DATE VIBRATION ISOLATION SPRINGS (TYPICAL, 4 PLACES) TELCO - ---- - CABINET CONDUITS AND GROUND TO BE No use, reproduction or dissemination may be made of this drawing PP-1 0 SUPPORTED OFF ROOF UNDER and the concepts set forth without the prior written consent of —_— PLATFORM STEEL Structural Consulting Services, P.C. Co I ht( 2015 ALPHA ARGUS T PROJECT TITLE _ � I NEW EQUIPMENT i New York SMSA __—_._. _.__.._........_...._..................._=. PLATFORM Limited Partnership _ I d/b/a VERIZON WIRELESS E X I S I C l n ( SITE: MATTITUCK RELO 1000 PIKE STREET MAI ❑ / I MATTITUCK, NY 1 952 a G I I R I I G E I DRAWING TITLE R ❑ ❑ F ❑ ELECTRICAL PLAN 0 __ SEAL'�y H. ` SCALE PROJECT NO. n � CT E � � �� A� '� ��-' . , AS NOTED VER0798 GRAPHIC SCALE I DRAWN BY DRAWING NO. e%a o 4'-0• a,-a, i6•-o• g C 1 () 2, 2015 3- CBB ELECTRICAL PLANk 2 CHECKED BY 1 SCALE: 1/8" = 1'-0" Southoid Town Planning Board `�'�'! .�8 �� a CBB - 10 J 'RFor !� DATE�� SSI® 7/16/14 S STRUCTURAL [7PANEL P131 MOUNTING X SURFACE TRANSTECTOR NOTE: GENERATOR: KOHLER C CONSULTING VOLTAGE 120 208V,3� MAIN C/B 200A AC/TELCO CABINETS POWER SYSTEMS MODE TRANSFER SWITCH: THE MANUAL TRANSFER 50REZGB S SERVICES P C 208V/30/4W SUPPLIED BY VERIZON RATING 200A. MLOSWITCH IS A BREAK BEFORE ASCO MODEL NUMBER � . MAKE DEVICE. WIRELESS, INSTALLED 30OL4-3-200—C-1-73VB3-11BG-1 CIRCUIT SIZE CIR. DESCRIPTION AMPS AMPS DESCRIPTION CIR CIRCUIT SIZE BY CONTRACTOR. CONTRACTOR SHALL VZW CELL TECHNICIAN WILL TERMINATE ALL 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 NO. POLE POLE NO. CONTRACTOR SHALL CONFIRM FULL ALARMS WITHIN THE PRIMARY MOD CABINET. 2 2, N, 6G, 2"C 1 MOD CELL 4.0 OOA 20A PRIM. MOD RECEPT 2 (2) #12, #12G, 3/4"C OBTAIN FULL SPECIFICATIONS WITH THIS CONTRACTOR TO PULL CONDUCTORS. TEL:203.740.7578 FAX:203.775.5670 ( ) # #6 # " NOTE: SPECIFICATIONS FROM VERIZON WIRELESS 3 CIRCUIT 1 I 30A ALPHA ARGUS UPS 4 (2) #10, #1 OG, 3/4 C VERIZON WIRELESS PRIOR TO BID. M/E/P ENGINEER: 2 8, 8G, 1"C 5 9712 CABINET 80A 15A SPARE 6 THE GENERATOR WILL ONLY PRIOR TO BID. CONNECTIONS TO PRIMARY CELL MOD CABINET ( ) # # POWER TELECOM EQUPT., ARE TO BE THROUGH CABINET REAR WITH 7 CIRCUIT ,!L, I 15A SPARE 8 AND IS NOT FOR LIFE 36" LIQUID—TIGHT STEEL FLEXIBLE CONDUIT. SAFETY USE. IT IS NOT AN CB BREEN ASSOCIATES, P.C. 9 SPA 50A 15A SPARE 10 EMERGENCY GENERATOR. 11 ( 15A SPARE 12 13 SPA 50A 20A I SPARE 14 1 PAIIR G##16: GEN NET STET CONTROLL (2) #8, #8G, 1"C 46 RIVERSIDE AVENUE TEL 203-866-1471 PAIRWESTPORT, CT 06880 15 I 20A SPARE 16 3 PAIR FOR GEN SET ALARMS 17 SPA 50A 20A SPARE 18 1 PAIR SPARE CONDUCTORS, 1"C ALARM 9712 PRIMARY PP-1 TELCO TERMINAL CABINET CELL MOD CABINET _ 19 I = SPACE 22 E MOOB BLOCK (TYPICALNEACH� CABINET) (2) #12, #12G, 3/4"C 21 LIGHTING & RECEPT. 20A 4 #2/0, #6G, 2"c CLIENT: (2) #12, #12G, 3/4"C 23 GEN SET RECEPT. 20A — 24 N 5 PAIR 16 GA CONDUCTORS " 26 TWO (2) 20A CIRCUITS 50 KW 175A (2) #12, #12G, 3/4 C 25 GEN SET RECEPT. 20A GENERATOR TO GEN SET ENE ATOR B ALPHA 20 _ FOR ATS AND GEN SET ALARMS 27 SPACE — — 28 RECEPTS. FOR HEATER AND (, ARGUS GFI (PRIMARY MOD CELL CABINET) 29 30 CHARGER — 3/4"C TUPS 1VSS + (2) 25PR SHIELDED 22 GA.............. ------------- , 2"C (TYPICAL EACH CABINET) illillillillillllll000 31 — — 32 STEEL PLATFORM 33 — — 34 35 36 F3UP wireless 37 — — TVSS 38 2 1/2" SERVICE FEEDER 2—#12, #12G, 3/4"C 2—#12, #12G, 3/4"C ROOF LEVEL RAGLINE 39 — — 40 TO TELCO BACKBOARD TO TELCO BOX OUTLET 3/4" CONDUITFOR�CEL TH �ALARMS 41 — — 42 4 CENTEROCK ROAD 1" CONDUIT WITH (1) 12—STRAND SINGLE—MODE FIBER WEST NYACK NEW YORK 10994 TO TELCO MESA SPAN CABINET 1. THESE DRAWINGS INDICATE USE OF THE POWERHOUSE 24 POWER CABINET. 2. ELECTRICAL CONTRACTOR SHALL VERIFY THE TYPE OF POWER CABINET BEING USED WITH CLIENT'S REPRESENTATIVE PRIOR TO BID. 3RD FLOOR LEVEL METER MODULE NEMA L5-15R TWIST LOCK RECEPTACLES 200A. M EiQS11NG zooA. MESA SPAN NEW VERIZON WIRELESS CABINETSERVICE FEED 200A. M 4—#4/0, #6G, 2 1/2"C GROUND LEVEL NEW LIPA APPROVED METER IN EXISTING PAN POWER ZCOMMUNICATION RISER DIAGRAM NO SCALE NEW SIPP FIBER OPTIC PATCH PANEL AND ENCLOSURE CORNING LANSCAPE #WCH-02P WITH G7 ADAPTOR SUPPLIED AND INSTALLED BY THIS CONTRACTOR. FIBER JUMPER FROM SIPP PANEL TO 7705 ROUTER IN PIPE CLAMP 200A MAIN POWER EQUIPMENT RACK SUPPLIED AND INSTALLED BY THIS CONTRACTOR. PROVIDE PIPING/CONDUITS BREAKER. TERMINATIONS FOR MULTI-MODE FIBER CABLE. SEE ROOF PLAN FOR QUANTITY INTRUSION ALARM 4'X4" PVC SLEEPER 0 6'-0" O.C. CONTACT LENTH AS REQUIRED FOR QUANTITY. 4 GENERAL REVISIONS 7/17/15 0 120V AC POWERED CAREY TREAD BY CELOTEX SET IN ROOF CEMENT. 3 ISSUED FOR BUILDING PERMIT 4/15/15 ® FUSED PRIMARY AND FLUORESCENT LAMP TEMPERATURE CLEAN EXISTING ROOFING SURFACE PRIOR TO INSTALLATION. SECONDARY INDICATOR SIPP Qo REGULATION COOLING 2 ISSUED FOR CONSTRUCTION 8/4/14 FAN WITH SNAP DISK MULTI POSITION LAMPS PANEL ° THERMAL CUTOFF 77777777 , 1 ISSUED FOR REVIEW 7/21/14 0 15 AMP GFI TERMINAL BLOCK FOR EXISTING ROOF ° ® FUSED CONTACTS REMOTE INDICATION No. ISSUE OR REVISION DATE FOR PURPOSES PIPING/CONDUIT SUPPORT DETAIL POWER/FAILURE N.T.S. No use, reproduction or dissemination may be made of this drawing INDICATOR AC TO TELCO CABINET and the concepts set forth without the prior written consent of KRONE BLOCK P/N Structural Consulting Services, P.C. Copyright@2015 • GROUND LEAD 6639-1-050-33 42 POSITION LOAD MULTIPOINT PROJECT TITLE GROUND BAR El El El El El New York SMSA CENTER TELCO T-1 1:11:11:1 El El° PROTECTION Limited Partnership PRIMARY AND BACKUP ❑ 1:11:1 ❑ ❑ d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO SUPPRESSORS �°°^°°°°°°°°°� P 1000 GALVANIZED UNISTRUT CHANNEL HEAVY DUTY GROUND SPACED AS PER CODE REQUIREMENTS. EASY ACCESS MOUNTING BAR COAT BACK WITH BITUMINUS PAINT. 1000 PIKE STREET PANEL �W/1" MB DMENTIOR APPROVED QUAGALVANIZED LR MATTITUCK, NY 11952 POWER TELCO BOARD USE GALVANIZED WASHERS IF REQUIRED. DRAWING TITLE IN CABINET 1.) CONTRACTOR SHOULD BE RESPONSIBLE TO FURNISH AND INSTALL AC & TELCO SUPPRESSION UNISTRUT P2000 SERIES PIPE CLAMP CABINET. ELECTRICAL RISER, PANEL SCHEDULE 2.) CABINETS SHALL BE MANUFACTURED BY TRANSTECTOR, MODEL AND PHONE BOARD #TTOR-200-20423P-NGUB20807. 3.) THE AC CABINET SHALL BE PROVIDED WITH INTEGRAL 240VOLT, 200AMPERE, THREE POLE, FOUR D WIRE AUTOMATIC TRANSFER SWITCH WITH SOLID NEUTRAL. VERTICAL CONDUIT SUPPORT DETAIL SEAL NE SCALE PROJECT N0. N.T.S. OCT 0 2 2015 ��®� �'®`�, AS NOTED VER0798 DRAWN BY DRAWING NO. Southold Town G POWER AND TELCO CABINETS rd ' Y c66 Planning boa NO SCALE ay t�� CHECKED BY aa1 CBB E- 3 . 0 I DATE SSgO° 7/16/14 S STRUCTURAL C CONSULTING TERMINATE CONDUIT 6" S SERVICES, P.C. ABOVE TOP OR 6 BELOW 67 FEDERAL ROAD SUITE A8 BROOKFIELD CT 06804 BOTTOM OF BUSBAR. 2 3/8 DIA. � ' ' GROUNDING NOTES TEL:203.740.7578 FAX:203.775.5670 PROVIDE AND INSTALL 1. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. PROVIDE "DO NOT DISCONNECT" TAG GROUNDING BUSHING FOR ALL METALLIC M/E/P ENGINEER: AT BOTH ENDS OF INTERFACE CABLE AND DESTINATION TAGS AT ALL TERMINATIONS. CONDUIT TERMINATIONS. SIMILAR TO 3 2• GROUND ROD BARS, WHERE INDICATED, TO BE 10' COPPER/COPPER CLAD T&B 3950 CB BREEN ASSOCIATES P.C. 3. CABLE CONNECTORS SHALL BE 2 BOLT COMPRESSION TYPE. CONNECT GROUND WIRES TO GROUND WIRE BUS BAR WITH BURNDY LONG BARREL TWO HOLE TERMINAL LUGS. (TYP.) 4" 4. GROUND CONNECTORS SHALL BE RUN AS STRAIGHT AS POSSIBLE WITHOUT UNNECESSARY BENDS MOUNT AT 2" SPACING. PROVIDE I 20" CONNECT GROUND WIRES TO TWO HOLE TERMINAL LUGS. (TYP.) „ m 4" m m ; 46 RIVERSIDE AVENUE TEL 203-866-1471 IN ACCORDANCE WITH NEG & SHALL NOT BE RUN THROUGH ANY ENCLOSED METAL CONDUITS OR QUANTITY AS REQUIRED TO CONNECT r BUSBAR WITH BURNDY LONG BARREL m WESTPORT, CT 06880 CLAMPS INCLUDING BAR JOIST WEBS. ALL GROUND CONNECTIONS CALLED m FOR ON DRAWINGS OR IN SPECS. .. SPACING. PROVIDE m 0 m m MOUNT AT 2 ® / 5. ALL EXTERIOR COPPER WIRE SHALL BE TINNED (TYP.) ALL EXTERIOR GROUND BARS SHALL BE QUANTITY AS REQUIRED TO CONNECT m 3/4 m m SHALL BE GALVANIZED STEEL. 4" ALL GROUND CONNECTIONS CALLED 7/16 DIA. m m 6. ALL TERMINAL LUGS SHALL BE TWO HOLE, DOUBLE-CRIMP LONG BARREL, ® O O ® FOR ON DRAWINGS OR IN SPECS. / / 0 1» m 5 CLIENT: COMPRESSION TYPE. COMPRESSION LUGS SHALL BE BURNDY TYPE YGA OR EQUAL. O O O 0 0Om � 20" 4 7. CRIMP TAPS SHALL BE MADE OF HIGH CONDUCTIVITY WROUGHT COPPER, SIZED m TO ACCEPT A N0.2/0 AWG MAIN & A N0.6 AWG BRANCH. O O O ® m m m 8. ALL GROUNDING CABLE RUNS SHALL BE EXPOSED, MOUNTED CLEARLY VISIBLE FOR PERIODIC PROVIDE #2/o INSULATED COPPER GROUND to 1 f4"x4"x20" (GALVANIZED STEED CONDUCTOR TO MAIN BUILDING ELECTRICAL INSPECTION. ROOM GROUND "LOOP" CABLES SHALL BE FASTENED TO WALL, AND BE 2 FT. ON CENTER. SERVICE. GROUND FOR OTHER LOCATI NS USE PLASTIC WALL MOUNTED EZ ANCHOR & SINGLE HOLE PLASTIC CABLE HANGERS. PROVIDE #2/0 INSULATED COPPER GROUND R7 CONDUCTOR TO GROUND BAR IN MAIN BLDG N ELECTRICAL ROOM. 1/4„ F3UPF� wireless 9. ALL CADWELD ON LUG CONNECTIONS ON ROOF GROUND SHALL BE COATED. ROOF GROUND CABLE IS TO BE BRAIDED. WIR BOND METAL CONDUIT TO BUS BA i 4 CENTEROCK ROAD 10. ALL CONDUCTORS SHALL BE CONTINUOUS, STRANDED COPPER TYPE THHN/THNN USE PVC CONDUIT UNLESS REQUIRED ITEM N0. REQ. DESCRIPTION NEWTON # � WEST NYACK� NEW YORK 10994 INSULATION (BARE CONDUCTORS NOT ALLOWED), RUN AS STRAIGHT AS POSSIBLE OTHERWISE BY APPLICABLE CODES. (NECESSARY CHANGES IN DIRECTION SHALL HAVE 12 RADIUS, MINIMUM) DO NOT SPLICE. WHERE METAL CONDUIT IS USE O 1 GROUND BAR 11. SLEEVES PASSING THROUGH BUILDING WALL AND FLOORS SHALL BE RIGID NON-FERROUS GROUND AS SHOWN. 0 2 WALL MTG. BRKT.(OR FLOOR) A-6056 CONDUIT. 12. MATING SURFACES OF CONNECTORS AND GROUND BAR SHALL BE CLEANED TO A BRIGHT 0 2 INSULATORS 3061-4 FINISH WITH ANTI-OXIDATION COMPOUND APPLIED BEFORE BOLTING. 4O 4 5/8"-11 X 1 H.H.C.S. 3012-1 13. BOLTS, NUTS, WASHERS SHALL BE BRASS AS MANUFACTURED BY BURNDY, TYPE TMH SERIES. GROUND BAR CONNECTION DETAIL5O 4 5/8" LOCK WASHER 3015-8 SCALE: NONE 14. PROVIDE 1 1/2" DIAMETER BRASS DISC AT EACH EACH END GROUND CONNECTION, ATTACH TO CONDUCTOR WITH STAINLESS STEEL S HOOK AND NYLON TY-RAP. EACH DISC SHALL BE STAMPED "DO NOT DISCONNECT" ON ONE SIDE AND DESTINATION/LOCATION ON OTHER. 15. COMPRESSION LUGS, 2 HOLE (COLOR KEYED, SHALL BE MANUFACTURED BY BURNDY: WIRE SIZE CATALOG NUMBER 6 AWG YA6C-2LN 2 AWG YA2C-2LN 1 0 AWG YA25L-2TC38 4 0 AWG YA28L-2TC38 MAIN ROOF GROUND BARS 750 MCM I YA25L-TC38 NOT TO SCALE 16. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A COMPLETE AND CONTINUOUS GROUND SYSTEM IN EXTERIOR GROUND BAR TO BE GALVANIZED STEEL ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS. 17. PRIOR TO INSTALLATION OF THE GROUNDING SYSTEM, THE CONTRACTOR SHALL TEST THE WATER MAIN FOR EARTH RESISTANCE, AND INFORM THE DESIGN ENGINEER AND THE CLIENT IF THE EARTH RESISTANCE IS GREATER THAN 5 OHMS. FEEDER OR BRANCH CIRCUIT CONDUIT 1( 3/4" CONDUIT OR SMALLER DOTS NOT REQUIRE 18. BEFORE BONDING TO THE WATERPIPE, METAL OBJECTS, OR GROUND PLATES, THE SURFACE SHALL BE BONDING) TYPICAL CLEANED AND AN ANTI-OXIDANT SHALL BE APPLIED AT THE MATING SURFACES. _ #2/0 GROUND WIRE 19. ALL EXTERNAL GROUNDING CONNECTIONS SHALL BE MADE USING EXOTHERMIC WELDING PROCESS INSULATED THROAT CONDUIT CLAMP (CADWELD) U.O.N. ALL INTERNAL CONNECTIONS SHALL BE C-CRIMP TYPE AND/OR DOUBLE-LUG PANELBOARD GROUND BUSHING HY-PRESS U.O.N. WITH LAY-IN LUG BACKBOX 1" CONDUIT (TYPICAL) 20. ALL GROUNDING CONNECTIONS TO THE GROUND BAR PLATE SHALL BE MAKE WITH DOUBLE-HOLE ® CONDUIT HUB SIMILAR LONG-BARREL HY-PRESS LUGS. EQUIPMENT GROUND TO T&B #3950. GROUND BUS WITH FEEDER OR 21. ALL METAL OBJECTS WITHIIN 6 FEET OF WIRELESS EQUIPMENT CABINETS SHALL BE BONDED BRAZE TO BRANCH CIRCUIT #2/0 BARE STRANDED WITH A #6 STRANDED COPPER GROUND WIRE. REVIEW ALL TRADE DRAWINGS AND VERIFY THE EXTENT OF BACKBOX (TYPICAL) GROUND WIRE GROUNDING AT PRE-BID MEETING. • 22. GROUND WIRES SHALL BE ROUTED INTO THE PRIMARY CABINET AND TERMINATED. GROUND WIRES FOR GROWTH CABINETS SHALL BE WOUND FOR FUTURE USE. PROVIDE 8'-0" SLACK COIL. NOTE: 23. SIGNAL CABLE CONTRACTOR SHALL GROUND ANTENNA WIRES AT THE ANTENNA MOUNTS, AT BONDING AT JUNCTION GROUND WIRE CONDUIT HUB DETAIL 3 ISSUED FOR BUILDING PERMIT 4/15/15 HORIZONTAL TO VERTICAL TRANSITIONS, AND AT CABINET ENTRY PORT. AND PULLBOXES SHALL SCALE: NONE BE SIMILAR 2 ISSUED FOR CONSTRUCTION 8/4/14 24. UTILIZE ANDREWS GROUNDING KIT #204989 SERIES WITH DOUBLE HOLE CRIMP ON LUGS AT BOTH ENDS OF GROUNDING CONNECTOR FOR GROUNDING EACH SIGNAL CABLE. SIGNAL CABLE SHALL BE 1 ISSUED FOR REVIEW 7/21/14 GROUNDED AT EACH G ROUND BAR PLATE (BY ANTENNA SIGNAL CONTRACTOR). BONDING REQUIREMENTS AT P A N E L B O A R D 25. CONTRACTOR MUST UTILIZE PROPER SIZE "C-TAP" FITTINGS AND PROPER COMPRESSION TOOLS IN SCALE: NONE No. ISSUE OR REVISION DATE ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. No use, reproduction or dissemination may be made of this drawing STEEL CONDUIT and the concepts set forth without the prior written consent of 26. BONDS TO CABLE TRAY SHALL BE MADE WITH BURNDY-TYPE KC OR KZC CONNECTORS EVERY 50 OR PIPE Structural Consultin Services, P.C. Co i ht©2015 FEET AND AT OPEN ENDS.. 1 OR 2 HOUR RATED 3M FIRE BARRIER CP-25WB+ FLOOR CLAMP 3M FIRE BARRIER PROJECT TITLE 27. GROUND CONNECTORS TO ANTENNA MASTS SHALL BE MADE WITH BURNDY TYPE GAR CLAMPS. WALL ASSEMBLY MAX. 1Y2' ANNULAR OPENING. o o P 25WB+ CAULK COMPLETELY FILL SPACE BETWEEN . New York SMSA PIPE AND SHEETROCK WITH p ' Limited Ited Partnership 28. ALL GROUND WIRES RUN IN METALLIC CONDUITS SHALL BE BONDED AT BOTH ENDS USING A HUB Yq" BEAD AROUND PERIMETER EGRESS. n CLAMP SIMILAR TO T&B #3950. d/b/a VERIZON WIRELESS 29. THE INSTALLED GROUND SYSTEM MUST BE TESTED FOR EARTH GROUND RESISTANCE AND FOR SITE: MATTITUCK RELO CONTINUITY AFTER IT IS INSTALLED, AND WITH ANY CONNECTIONS TO OTHER GROUNDS SUCH AS WATER 1000 PIKE STREET PIPES AND ELECTRICAL PANELS. TEST RESULTS SHALL BE FILED WITH CLIENT AS PART OF THE MATTITUCK, NY 11952 PERMANENT SITE RECORDS. DRAWING TITLE ° p STEEL CONDUIT OR � MINERAL WOOL PACKING ELECTRICAL GROUNDING NOTES AND DETAILS PIPE CONCRETE FLOOR OR WALL UL SYSTEM NUMBER F-A-1011 UL SYSTEM VIN-L-1001 r� [ � L� S L� ® SCALE PROJECT NO. ' � ' � AS NOTED VER0798 OCT 0 2 2015 1 1* �1. DRAWN BY DRAWING NO. FIRESTOP DETAILS 5 M' ,', CBB Southold Town � 5 �,�,1f,_`�i,. E.�t Planning Board I / � T CHECKED BY _ CONSULT CURRENT UNDERWRITERS LABORATORIES "FIRE RESISTANCE DIRECTORY„ FOR DETAILS CBB E3 . 1 SSP .` DATE 7/16/14 S STRUCTURAL C CONSULTING EQUIPMENT CABINET (TYP) S SERVICES, P.C. GROUND ALL EQUIPMENT � CABINETS AND PLATFORM, 67 FEDERAL ROAD,SUITE A8,BROOKFIELD,CT 06804 TEL: 203.740.7578 FAX:203.775.5670 CADWELD TO STEEL FRAME LUG TO CABINETS #2/0 TINNED GROUND W/#2 TINNED GROUND M/E/P ENGINEER: CONNECT GROUND WIRE TO WAVEGUIDE LUG TO ENCLOSURES AND POWER TELCO —GROUND BAR ANTENNA CABLE WITH ANDREW GROUND KIT CB BREEN ASSOCIATES, P.C. CADWELD TO STEEL FRAME CAB CAB CAB CAB CAB IN CABINET STEEL CABINET SUPPP❑RT 46 RIVERSIDE AVENUE TEL 203-866-1471 #2/0 AWG STRANDED/INSLUATED GENERATOR GROUND WIRE IN NON—FERROUS CONDUIT �CSEE STRUCTURAL DRAWINGS) WESTPORT, CT 06880 MAIN ROOF LEVEL ALL GROUND C❑NNECTI❑NS TO CLIENT: ANTENNAS SHALL BE BY MAIN ROOF GROUND BAR #2 TINNED S❑LID GROUND WIRE TO/FROM ANTENNAS (TYP) ANTENNA INSTALLER, ATTACHED TO SUPPORT STEEL (SEE STRUCTURAL DRAWINGS) ANTENNA COAXIAL CABLE i UNDER PLAFORM �,,7wireless 4 CENTEROCK ROAD WEST NYACK NEW YORK 10994 CAD—WELD GROUND CABLE TO GROUND ROD GROUND LEVEL GROUND RISER DIAGRAM NEW 10'x5/8' COPPER GROUND ROD NO SCALE ANTENNA ANTENNA ANTENNA ANTENNA ANTENNA SECTOR SECTOR SECTOR GPS GPS ALPHA BETA GAMMA #1 #2 GROUP A GROUNDS MAIN GROUND BAR #2/0 TO PRINCIPAL GROUND POINT MAIN GROUND CONDUCTOR GROUP 3 ISSUED FOR BUILDING PERMIT 4/15/15 GROUNDS 0 0 00 0 0 2 ISSUED FOR CONSTRUCTION 8/4/14 CAD—WELD CONNECTION #2/0 GR❑UND WIRE ISSUED FOR REVIEW 7/21/14 (TYPICAL) AIN GROUND RODS No. ISSUE OR REVISION DATE MANUFACTURED BY: EXTERIOR EQUIPMENT CABINET NEWTON # e-NODE MODULAR MODULAR POWER BATTERY BATTERY No use, reproduction or dissemination may be made of this drawing 2121530010 CABINET CELL CELL CABINET CABINET CABINET (TYPICAL) and the concepts set forth without the prior written consent of CABINET #2 CABINET #1 Structural Consulting vi Serces, P.C. Co P ht©2015 STEEL SUPPORT FRAMING PROJECT TITLE WITH GRATING, New York SMSA N0. 5810, 5/8" X 10' — Limited Partnership COPPER CLAD GROUND ROD d/b/a VERIZON WIRELESS SITE: MATTITUCK RELO 1000 PIKE STREET NOTES: MATTITUCK, NY 11952 1, TYPICAL FOR ANY MODULAR EQUIPMENT CONFIGURATION. 5, GROUND GROUPS ARE SEPARATED INT❑ GROUP A SUPPORT FRAME MAY BE OMITTED WITH INDOOR (ANTENNA GROUNDS), GROUP B (EQUIPMENT GROUNDS), AND DRAWING TITLE INSTALLATIONS. GROUP C (CABINET/DUNNAGE GROUNDS). GROUND ROD 2, GROUND BAR IS SPECIFIED ELSEWHERE, AND ITS 6, GROUNDS FROM RESPECTIVE GROUPS CAN BE COMBINED, 1 LOCATI❑N IS NOTED ON THE PLANS, 7, GROUND GROUPS ARE TO BE RUN INDEPENDENT FROM GROUNDING RISER 3. USE HY-PRESS CONNECTIONS WHERE CAD-WELDING IS EACH❑THER TO THE MAIN GROUND BAR, AND DETAILS NOT FEASIBLE. 4, GROUND WIRES ARE NOT TO BE RUN ON STRUCTURE SURFACE, SUPPORT WITH APPROPRIATE CLIPS TO EQUIPMENT AND STEEL FRAMING, �p D � � � � U � SEAL ->���.,, SCALE PROJECT NO. GROUNDING STANDARD DETAIL ,y-- ® Ne "? �� AS NOTED VER0798 NO SCALE — OCT 2 2015 �e - � ® �� DRAWN BY DRAWING NO. CBB Southold Towny / Planning Board r sV, i� u , NECKED BY ..,, , CBB E— 1. 2 DATE 7/16/14