The URL can be used to link to this page

10-12 FIRST STREET - BUILDING INSPECTION IO - 12 F-K5 -r S- Y Super ob® oVersizeMab Folders 90%Larger Label Area S M E AD KEEPING YOU ORGANIZED No.10301 f"wP.■rw IMMUaUGA GET ORGANIZED AT SMIEAD.COMI MKREC(MCONW 10%P0074ONSISIER v\� Final Construction Control Document To be submitted at completion of construction by a r Registered Design Professional r for work per the 8b edition of the ` Massachusetts State Building Code, 780 CMR, Section 107 Project Number: 4BNO070A Date: August 23,2016 Project Title:BN070/AAT Pcquot Highlands Property Address: 12 First Street,Salem,MA 01970 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description: T-Mobile telecommunication site upgrade.Replace(3)existing antenna with(3)new antenna. Install RRUs behind new antennas on existing rooftop ballast sleds.Reference Construction Drawings dated 04/01/16,Mount Analysis and Structural Analysis dated 03/31/16. I Derek J.Creaser, MA Registration Number:49195 Expiration date: 6/30/18,am a registered design professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Architectural Structural Mechanical Fire Protection Electrical X Other Describe:Entire Project for the above named project. I,or my designee,have performed the necessary professional services and was present at the construction site on a regular and periodic basis.To the best of my knowledge,information, and belief the work proceeded in accordance with the requirements of 780 CMR and the design documents approved as part of the building permit and that I or my designee: I. Have reviewed,for conformance to this code and the design concept, shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Have performed the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Have been present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work was performed in a manner consistent with the construction documents and this code. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. Enter in the space to the right a"wet'or electronic signature and seal: SN OF y=e C C J � C No. 195 Phone number: (978)557-5553 °rb OtarEp ` Hudson Design Group,LLC SipyAt � 1600 Osgood Lndg,Bldg 20N,Suite 3090 North Andover,MA 01845 Email: info@hudsondesigngroupllc.com Building Official Use Only Building Official Name: Permit Nu.: Date: Version 06 11 2013 Hudson©p Design Group ucO Field Inspection Report No. 1:T-Mobile L7O0 Wireless Communication Facility Equipment Building Permit No: B-15-1237 Inspection Date: August 16,2016 Special Inspector: Derek J.Creaser,PE, Hudson Design Group LLC Carrier Project: T-Mobile 4BN0070A, "BN070/AAT Pequot Highlands" SBA Project: SBA Site Management,SBA MA95907-L,"Pequot Highlands/Winn" Address: 12 First Street,Salem, MA 01970 Construction Documents: Permit Drawings T-Mobile BN070/AAT Pequot Highlands 4BN0070A; Hudson Design Group; Rev.2,4/1/16 Structural Analysis,SBA Site ID MA95907-L, Hudson Design Group,LLC; Revl 3/31/16 General Contractor: SBA Communications/Jeff Steinberg GC Personnel On-Site: None Field Inspection Notes Final Inspection (construction complete)requested 7/19/16 by Mike DeBaker,SBA Superintendent. Critical Deficiencies No Building Code Critical Deficiencies observed. Construction Document Deviations General Contractor has provided As-Built Construction Drawings and As-Built Photos. No significant deviations were observed from the(above-referenced)Construction Documents. - Proposed antenna down tilt brackets not installed. - HDG's Structural Department finds the installed ballast weight to be sufficient enough to pass the FCCA but recommends confirming total ballast weights once TMO's L1900 installation(and the additional required blocks)is constructed. Equipment and Materials No Building Code reportable deficiencies observed. Quality and Workmanship No Building Code reportable deficiencies observed. p:978.557.5553 1:978.336.5586 a: 1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 f:413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 Page 2 of 6 Field Inspection Report:08/23/16 T-Mobile U00:4111,10070A-MA95907-L-Pequot Highlands/Winn Shop Drawing Review/Approval Not required. Laboratory Sampling and Test Results Review/Approval Not required. Inspection Follow-Up Not required,contractor to provide photos of antenna down tilt brackets installed. General Contractor Special Instructions Not required, project is Construction Complete. Photo Log The attached Photo Log documents inspection details. I Special Inspector/ProfessionalEngineer Approval Sincerely, �1SN OF y48� DEREK -i cyc CREASER m r CIVIL N No.49195 4�9 O19TEp� Derek J.Creaser, P.E. AL p: p:976.557.5553 t 978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01 US p:41&586.8139 f:41&517.0590 a:116 Pleasant Sheet,Ste 302,Easthampton,NAA 01027 Page 3 of 6 Held Inspection Report:08/23/16 T-Mobile L700:4BN0070A-MA95907-L-Pequot Highlonds/W inn Description, Notes,Comments Photo T-Mobile equipment area 'k- Alpha Alpha p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:41&588.8139 f.413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 Page 4 of 6 Feld Inspection Report:08/23/16 T-Mobile L700:4BN0070A-MA95907-L-Pec not Highlands/Winn Beta I! Gamma—repositioned ballast "M frame per CDs and SA {=a p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,AAA 01845 p:413.588.8139 f.413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,N A 01027 Page 5 of 6 Field Inspection Report:08/23/16 T-Mobile L700:49NOO70A-MA95907-L-Pequot Highlands/Winn y. say v 'x'g Y' taw T-Mobile cable trays—covers removed and concrete sleepers installed per CDs. �'r�` ''X^, �:Asda'.�M"mai:n�� '�•+'`�,'��r,.',��>«`,"" r y y + r R Proposed down tilt antenna mounting bracket not installed per CDs I 1 •� i t � I i p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 t.413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 Page 6 of 6 Field Inspection Report:08/23/16 T-Mobile L700:4BN0070A-MA95907-L-Pequot Highlands/Winn T-Mobile ballast frame blocks— , HDG's Structural Department finds the installed ballast weight to be sufficient enough ° rcz to pass the FCCA but recommends confirming total ballast weights once TMO's - y IIY{ i. L190O installation (and the additional required blocks)is constructed. {x, p:978.557.5553 f:978.336.5586 a:1600 Osgood Street,Building 20 North,Suite 3090,N.Andover,MA 01845 p:413.588.8139 V.413.517.0590 a:116 Pleasant Street,Ste 302,Easthampton,MA 01027 a CITY OF SALEM, MASSACHUSETTS BUILDING DEPARTMENT120 WASHINGTON STREET,3RDFLOOR TEL. (978) 745-9595 KIMBERLEY DRISCOLL FAX(978) 740-9846 MAYOR THOmAs STYIERRE DIRECTOR OF PUBLIC PROPERTY/BUILDING CONMSSIONER October 28, 2015 To Whom it May Concern RE: 10 & 12 First Street Salem, Ma. 01970 According to our records, it has been determined the property located at 10 & 12 First Street is located in an R-3 zone. This is to determine use only and in no way meant to confirm or deny whether said property is in compliance will all building, plumbing, gas, electrical, fire or health codes. Singly, Thomas St. Pierre Zoning Enforcement Officer �:,10-12 FIRST STREET 633-14 ts GIS#: 1525 COMMONWEALTH OF MASSACHUSETTS Map: 13 Block. CITY OF SALEM Lot: 0006 Category: Antennas Permit# 633-14 IFOPYBUILDING PERMIT Project# JS-2014-001590 PEst. Cost: $15,000.00 Fee Charged: $170.00 ;.Balance Due:` $.00 `:i"'''` PERMISSION IS HEREBY GRANTED TO: (Const, Class: Contractor: License: Expires: ^hUse Group: '�'i;. .+SBA Communications/Jeff Steinberg CONSTRUCTIO SUPERVISOR-76934 'Lot Size(sq. ft.): 0 / Zoning: R3 _ �t» ' Owner: PEQUOT II LIMITED PARTNERSHIP Units Gained: Applicant: SBA NETWORK SERVICES Units Lost: AT: 10-12 FIRST STREET Dig Safe#: ISSUED ON: 27-Feb-2014 AMENDED ON: EXPIRES ON: 21-Aug-2014 TO PERFORM THE FOLLOWING WORK: 633-14 INSTALL THREE(3) NEWER TECHOLOGY CELL ANTENNAS AND ASSOCIATED EQUIPMENT POST THIS CARD SO IT IS VISIBLE FROM THE STREET Electric Gas Plumbing Building Underground: Underground: Underground: Excavation: it Service: Meter: Footings: Rough: Rough: Rough: Foundation: Final ' Final: Final: Rough Frame: Fireplace/Chimney: `� D.P.W. Fire Health Insulation: 'e Meter: Oil: i� Final: House N Smoke: Treasury: Nater: Alarm: Assessor Sewer: Sprinklers: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF SALEM UPON rATION OF ANY OF ITS =RULES AND REGULATIONS. G a' Signature. Az 'Fee Type: Receipt No: Date Paid: Check No: Amount: ;,BUILDING PEC-2014-001602 21-Feb-14 4374 $170.00 IMPORTANT:OWNER OR CONTRACTOR MUST GeoTMS©2014 Des Lauriers Municipal Solutions,Inc. ARRANGE FOR PERIODIC INSPECTIONS DURING CONSTRUCTION.SEE CURRENT BUILDING CODE CHAPTER 1 FOR LIST OF REQUIRED INSPECTiCNS. CALL 978-619-5641 TO SCHEDULE AN INSPEC iON SBA ® February 24, 2014 Attn: Marcia Office of the Building Inspector City of Salem 120 Washington St., 3rd Floor Salem, MA 01970 Re: Sprint Antennas @ 12 First Street, Salem, MA 01970 Sprint#: NV2.5_BS03XC054 Dear Marcia: Enclosed, please find a check for$170 to cover building permit fees for the above-referenced site. As discussed,we believe a check was already sent—I've enclosed a copy for your reference. If found, please mark VOID and return to our office. I will ask our corporate office to void in the meantime. Given the distance from our office to yours, if you would_ kindly mail the issued permit to us as the below noted address, it would be greatly appreciated. Thank you, Kri Pelletier Property Specialist I SBA COMMUNICATIONS CORPORATION 33 Boston Post Road West Suite 320 Marlborough MA 01752 508.251.0720 x 3804 IT—Please note new extension 508.251.1755+ F 203.446.7700+C kpelletierO sbasite.com SBA February 11,2014 Thomas J.St. Pierre Lrd Inspectional Services Director City of Salem 120 Washington St.,3rd Floor Salem, MA 01970 Re: Sprint Antennas @ 12 First Street,Salem, MA 01970 Sprint#: NV2.5_BS03XC054 Dear Mr.St. Pierre: Enclosed, please find a building permit application and related materials for the above-referenced existing telecommunications site. Also enclosed is a check for$170 to cover fees for same. Given the distance from our office to yours,if you would kindly mail the issued permit to us as the below noted address, it would be greatly appreciated. Thank you, '_'� Kri Pelletier Property Specialist 1 SBA COMMUNICATIONS CORPORATION 33 Boston Post Road West Suite 320 Marlborough MA 01752 508.251.0720 x 302+T 508.251.1755+F 203.446.7700+C knel letie r(a)sbasite.com SBA Network Services, LLC To: CITY OF SALEM 134505 Check Number: 2074409 Dale: 02/1012014 Invoice Number Invoice Date Description Amount Discount Paid Amount BS03XCO54 02/0812014 BUILDING PERMIT FEE $170.00 $.00 $170.00 JVD II $170.00 $.00 $170.00 SBA Network Services, LLC .. Wells Fargo 2074409 `-060 South Broad,4lh Floor - 5900 Broken Sound Parkway NW � � . ...' ,' Boca,Ratorij FL 33487-2797 PA4135 ' X061209758 '' 134505' (561)995.7670 Phlladelphla,PA 19107 .. .. .. .. : DATE. AMOUNT One Hundred Seventy Dollars And 00 Cents , o2nono14 5170.00 Vold After 120 Days . Pay to the Order of: CITY OF SALEM 170 WASHINGTON STREET 3RD FLOOR_' Cvuvy SALEM, MA 01970 ( J I* 207440901:06 1 2097561: 20799004 21. 56611• SN PROJECT: 2.5 EQUIPMENT DEPLOYMENT SA TODWES WRCONTINGENT ON THE FOLLOWING: -" COMPLETION OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY A&E VENDOR). Sprint' " COMPLETION OF AN ANTENNA/RRH MOUNT STRUCTURAL ASSESSMENT (PROVIDED BY A&E VENDOR). ' GC SHALL FURNISH, INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED IN BEFORE—MENTIONED ANALYSIS AND ASSESSMENT. APTS.PEQUOT A SBA COMMUNICATIONS CORPORATION SHALL PROVIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF ALL TOWER/FOUNDATION STRUCTURAL SITE NAME: r+ MODIFICATIONS INCLUDING (AS NECESSARY) CONTROLLED CONSTRUCTION INSPECTIONS. SHOP—DRAWING APPROVALS, MATERIALS TEST RESULTS, AND FINAL iwreeAKn w.Eazvo.SURE 800 .umvAx. mevs ENGINEER'S AFFIDAVIT. T9.:lams W-7641 \ SITE CASCADE: BS03XCO54 SBA DDS 564 COMMUNIC'90's CORP. MARKET: BOSTON °�1ONP09 W01752"°"Et M4Rla0R000x.M4aDa3 ici Sml ui-Imr S rint SBA SITE ID: MA95907-UPEQUOT HIGHLANDS/WINN Hudson®� Design GrcMpuc® ie Os000onsae NOTE: _ aVRONGID NOWSUITE NA LEI:141a1557J 3 OWNER AND TENANT MAY, FROM TIME TO TIME AT TENANT'S OPTION, REPLACE THIS EXHIBIT SITE ADDRESS" 12 FIRST STREET x.ANOOVER.hw LI84 FM:978]aa6Ss96 WITH AN EXHIBIT SETTING FORTH THE LEGAL DESCRIPTION OF THE SIZE, OR WITH ENGINEERED OR AS—BUILT DRAWING DEPICTING THE TI OR ILLUSTRATINGRUC STRUCTURAL SALEM, MA 01970 MODIFICATIONS OR CONSTRUCTION PIANS TI THE SITE. ANY MSUAL OR TEXTUALAAh `r'y REPRESENTATON OF THE EQUIPMENT LOCATED WITHIN THE SITE CONTAINED IN THESE OTHER DOCUMENTS IS ILLUSTRATIVE ONLY. AND DOES NOT LIMIT THE RIGHTS OF SPRINT AS �' PROVIDED FOR IN THE AGREEMENT. THE LOCATIONS OF ANY ACCESS AND UTILITY EASEMENTSANIEL P. ARE 11__J ATVE ONLY. ACTUAL LOCATIONS MAY BE DETERMINED BY TENANT AND/OR THE SERVICING UTILITY COMPANY IN COMPLIANCE WITH LOCAL LAWS AND REGULATIONS SITE TYPE. ROOFTOP _ J. CI SITE INFORMATION AREA MAP PROJECT DESCRIPTION DRAWING INDEX Mo 4,.720 4- ' y ,; $ SHEET N0: SHEET TITLE REV CHK BY 'C,q.� SIF E' •F, PROPERTY OWNER: ��g ,,. - �Ay, h7-v SPRINT EQUIPMENT MODIFICATIONS REQUIRED SUPPORT PEQUOT II LIMIT PARTNERS Hms $� MODERNIZATION OF AN EXISTING WIRELESS COMMUNICATIONS FACILITY T-1 TITLE SHEET 0 KB SF F. 10-12 FIRST STREET AND UTILIZATION OF FCC BROADBAND SPECTRUM LICENSE FOR 2.5GHZ t \ ' FREQUENCY, INCLUDING INSTALLATION OF: SALEM, MA 01970 JJ ��T SP-1 OUTLINE SPECIFICATIONS 0 KB SF y pJ a GROUND—LEVEL RAN EQUIPMENT, CONSISTING OF: SP-2 OUTLINE SPECIFICATIONS 0 KB SF $�A Nyts' * RETROFIT EXISTING N,Ed CA BTS CABINET WITH 2.5 RADIO ACCESS NETWORK ROOFTOP MANAGEMENT: s.-< 1,0 (RAN) EQUIPMENT Npd^^ my '+' w (1) ADDITIONAL BATTERY STRING(S) INSIDE EXISTING (BBU) BACK-UP A-1 ROOFTOP PLAN 0 KB SF SBA SITE MANAGEMENT ,'g, / SoMTiESAaam BATTERY CABINET A-2 EQUIPMENT PLAN 0 K8 SF 1480 RDUrE 9 NORTH, SUITE 303 y^' WOODBRIDGE, NJ 07095 SITE ROOF—TOP EQUIPMENT, INCLUDING INSTALLATION OF: A-3 ELEVATION 0 KB SF PHONE: XXX—XXX—XXXX �yn ,y, S F (3) PANEL ANTENNAS A-4 ANTENNA PLANS 0 KB SF (3) REMOTE RADIO HEADS (RRH) A-5 RF DATA SHEET 0 KB SF — T"� olBe akrw GrttrssGoli�airtt LATITUDE (NAD83): •� w9•- * (3) HYBRID CABLE (AND ASSOCIATED FIBER, DC POWER, COAXIAL A-6 RAN WIRING DIAGRAM 0 KB SF GOOGLE EARTH 2—C CONFIRMATION y CABLE JUMPERS AND ANTENNA REMOTE ELECTRICAL—TILT (RET) CABLE A-7 EQUIPMENT DETAILS 0 KB SF `w F CHECKED BY: KB 42' 30' 09.66" N 1� 42.502683' J� � A—B EQUIPMENT DETAILS 0 KB SF .°`DP IAL ZONING NOTE: S-1 STRUCTURAL DETAILS 0 KB SF APPROVE) BY: DPH LONGITUDE (NAD83Z y _ )\�+ 7 -, BASED ON INFORMATION PROVIDE BY SPRINT REGULATORY COMPLIANCE �' - W PROFESSIONALS AND LEGAL COUNSEL, THIS TELECOMMUNICATIONS GOGGLE EARTH 2—C CONFIRMATION EQUIPMENT DEPLOYMENT IS CONSIDERED AND ELIGIBLE FACILITY UNDER E-1 ONE LINE DIAGRAM 0 KB SF SUBMITTALS —70' 55 03.16" W - •'� /o THE TAX RELIEF ACT OF 2012, 47 USC 1455(A), AND IS SUBJECT TO E-2 GROUNDING DETAILS AND NOTES 0 KB SF REV. MSE DESCRIPTION BY 70.907553' C"�° y, ) f AN EXPEDITED ELIGIBLE FACILITIES REQUEST/REVIEW AND ZONING COUNTY: 'W f. Highland PA{X Y, tir, N PRE—EMPTION FOP. LOCAL DISCRETIONARY PERMITS (VARIANCE. SPECIAL yAs1'"'V� 0 fr}r5 C' PERMIT, SITE PLAN REVIEW, ADMINISTRATIVE REVIEW). ESSEX ,^ ZONING JURISDICTION' LOCATION MAP GOOGLE EARTH 2—C CONFIRMATION GENERAL NOTES APPROVALS CITY OF SALEM �F 'r. ':'� - o D7/De/H Iswm Tore�evmr sF b-, Q it 1. THIS IS AN UNMANNED TELECOMMUNICATION FACILITY AND NOT FOR THE FOLLOWING PARTIES HEREBY APPROVE AND ACCEPT THESE DOCUMENTS AND ZONING DISTRICT: HUMAN HABITATION: R3 — RESIDENTIAL MULTIFAMILY AUTHORIZE ALL CONTRACTOR ARE SUBJETO CT TO WITHTHEECTHE LOCAL DESCRIBED „s,' -. p — ADA COMPLIANCE NOT REQUIRED. SITE NUMBER: POTABLE WATER OR SANITARY SERVICE IS NOT REQUIRED. HEREIN. ALL DOCUMENTS ARE SUBJECT iO REVIEW BY THE LOCAL BUILDING — NO OUTDOOR STORAGE OR ANY SOLID WASTE RECEPTACLES REQUIRED. DEPARTMENTAND MAY IMPOSE CHANGES OR MODIFICATIONS. BSO3XCOS4 POWER COMPANY: «a 2. CONTRACTOR SHALL VERIFY ALL PLANS, EXISTING DIMENSIONS, AND SITE NAME: NATIONAL GRID - CONDITIONS ON JOB SITE. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE PEQUOT APTS. ARCHITECT/ENGINEER IN WRITING OF ANY DISCREPANCIES BEFORE AAV PROVIDER: PROCEEDING WITH THE WORK. FAILURE TO NOTIFY THE VERIZON r . , ARCHITECT/ENGINEER PLACE THE RESPONSIBILITY ON THE CONTRACTOR SPRINT: DATE: SITE ADDRESS: TO CORRECT THE DISCREPANCIES AT THE CONTRACTOR'S EXPENSE. 12 FIRST STREET 3. NEW CONSTRUCTION WILL CONFORM TO ALL APPLICABLE CODES AND SALEM, MA 01970 SPRINT MARKET MANAGER: - ORDINANCES. CONSTRUCTION BUILDING CODE: MASSACHUSETTS STATE BUILDING CODE 780 CMR-8TH MANAGER DATE: RONALD HIBBARD �'. ,A•{ EDITION sur mlt PHONE: 774-269-8812 ELECTRICAL CODE: 2005 NATIONAL ELECTRICAL CODE rOnGld.hibbard®sprint cpmLEASING STRUCTURAL CODE: TIA/EIA-222—G STRUCTURAL STANDARDS FOR ANTENNA SUPPORTING STRUCTURES AND ANTENNAS. SITE ACQUISITION: DATE: TITLE SHEET EQUIPMENT SUPPLIER: . ', r LUCENT �-[ 600 MOUNTAIN AVENUE 600 M RF ENGINEER: DATE: sIUT NAS MURRAY HILL, NJ 07974 ' LANDLORD/ q Know Where belOw. TOWER OWNER: DATE: Call before you dig. T— www.ca11811.<om THESE OUTLINE SPECIFICATIONS IN CONJUNCTION WITH THE SPRINT STANDARD CONSTRUCTION SPECIFICATIONS, INCLUDING CONTRACT DOCUMENTS AND THE CONSTRUCTION DRAWINGS DESCRIBE THE WORK TO BE PERFORMED BY THE CONTRACTOR. SECTION 09 900 — PAINTING S print*> SECTION 01 100 - SCOPE OF WORK USING A COMMERCIAL MADE-FOR THE PURPOSE ELECTRONIC ANTENNAALIGNMENT THE WORK: TOOL (PAT). INSTALLED AZIMUTH, CENTERLINE AND DOWNTILT MUST CONFORM WITH QUALITY ASSURANCE: SHALL COMPLY WITH APPLICABLE NATIONAL CODES AND STANDARDS, LATEST EDITION, AND RF CONFIGURATION DATA - A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF IME81:AIlIX:AL8LVF 5CllE&Il PORTIONS THEREOF. - ACCEPTABLE MANUFACTURERS WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR m IAAF W@NS 3. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL CORRECTIONS TO ANY n'( nab,l WORK IDENTIFIED AS UNACCEPTABLE IN SITE INSPECTION ACTIVITIES AND/OR AS A SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND .1i PRECEDENCE: STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SHOULD CONFLICTS OCCUR BETWEEN THE STANDARD CONSTRUCTION SPECIFICATIONS FOR RESULT OF TESTING. WIRELESS SITES INCLUDING THE STANDARD CONSTRUCTION DETAILS FOR WIRELESS SITES B. COMPLY WITH ALL ENVIRONMENTAL REGULATIONS FOR VOLATILE ORGANIC COMPOUNDS. ^s..� ss �� AND THE CONSTRUCTION DRAWINGS, INFORMATION ON THE CONSTRUCTION DRAWINGS SHALL 4. ALL TESTING REQUIRED BY APPLICABLE INSTALLATION MOPS. t`J'L„J(H t TAKE PRECEDENCE. C. REQUIRED CLOSEOUT DOCUMENTATION INCLUDES, BUT IS NOT LIMITED TO THE MATERIALS: FOLLOWING: SITE FAMILIARITY 1. AZIMUTH. DOWNTILT, AGL FROM SUNSIGHT INSTRUMENTS - ANTENNA ALIGNMENT A. MANUFACTURERS: BENJAMIN MOORE. ICI DEVOE COATINGS, PPC, SHERWIN WILLIAMS OR CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING HIMSELF WITH ALL CONTRACT APPROVED EQUAL PROVIDE PREMIUM GRADE, PROFESSIONAL-QUALITY PRODUCTS FOR DOCUMENTS. FIELD CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH TOOL (AAT) COATING SYSTEMS. 584CIXAMVNIG11 A.COR S 33 RLN RC PGSI.01752}1.SME14 CONSTRUCTION. 2. SWEEP AND FIBER TESTS maaLBGaouGx.vaonu IEC lsml sslIMr PAINT SCHEDULE: ON-SITE SUPERVISION: 3. SCANABLE BARCODE PHOTOGRAPHS OF TOWER TOP AND INACCESSIBLE SERIALIZED A. EXTERIOR ANTENNAE AND ANTENNA MOUNTING HARDWARE: ONE COAT OF PRIMER AND THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE EQUIPMENT TWO FINISH COATS. PAINT FOR ANTENNAE SHALL BE NON-METALLIC BASED AND FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES IN CONTAIN NO METALLIC PARTICLES. PROVIDE COLORS AND PATTERNS AS REQUIRED TO ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. ALL AVAILABLE JURISDICTIONAL INFORMATION MASK APPEARANCE OF ANTENNAE ON ADJACENT BUILDING SURFACES AND AS Hudson b pRAWIN PECIFICATIONS AND DETAILS REQUIRED AT JDBSffE: ACCEPTABLE TO THE OWNER. REFER TO ANTENNA MANUFACTURER'S INSTRUCTIONS Design Groupuc® THE CONSTRUCTION CONTRACTOR SHALL MAINTAIN A FULL SEf OF THE CONSTRUCTION 5. PDF SCAN OF REDLINES PRODUCED IN FIELD WHENEVER POSSIBLE. DRAWINGS AT THE JOBSITE FROM MOBILIZATION THROUGH CONSTRUCTION COMPLETION. 6. A PDF SCAN OF REDLINE MARK-UPS SUITABLE FOR USE IN ELECTRONIC B. ROOF TOP CONSTRUCTION: TOUCH UP - PREPARE SURFACES TO BE REPAIRED. lemosc000 XREF A. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. PROVIDE ALL MATERIALS AND AS-BUILT DRAWING PRODUCTION FOLLOW INDUSTRY STANDARDS AND REQUIREMENTS OF OWNER TO MATCH EXISTING BUL3Bq M1 WR.SUIIEs 1ECISIBIb9l LABOR PS REQUIRED TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM. COATING AND FINISH. N.nNooveR,lw nes FAX:19781 swsses MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR CONDITIONS, AND 7. LIEN WAIVERS SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. - PAINTING APPLICATION: V, P 8. FINAL PAYMENT APPLICATION \ 1. INSPECT SURFACES, REPORT UNSATISFACTORY CONDITIONS IN WRITING: BEGINNING B. CONTRACTOR SHALL NOTIFY SPRINT CONSTRUCTION MANAGER OF ANY VARIATIONS 9, REQUIRED FINAL CONSTRUCTION PHOTOS WORK MEANS ACCEPTANCE OF SUBSTRATE . , PRIOR TO PROCEEDING WITH THE WORK.DIMENSIONS SHOWN ARE TO FINISH hANIEL P. SURFACES UNLESS NOTED OTHERWISE. MODIFICATIONS MAY BE REQUIRED TO SUIT 2. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR JOB DIMENSIONS OR CONDITIONS. AND SUCH MODIFICATIONS SHALL BE INCLUDED 10. CONSTRUCTION AND COMMISSIONING CHECKLIST COMPLETE WITH NO DEFICIENT I MI ITEMS PREPARATION, PRIMING AND COATING WORK. COORDINATE WITH WORK OF OTHER -+ AS PART OF THE WORK. SECTIONS. A ,1r \ �- 11. ALL POST NTP TASKS INCLUDING DOCUMENT UPLOADS COMPLETED IN SITERRA 3. MATCH APPROVED MOCK-UPS FOR COLOR, TEXTURE, AND PATTERN. RE-COAT OR C. MARK THE FIELD SET OF DRAWINGS IN REO, DOCUMENTING ANY CHANGES FROM 4u//.0 (SPRINTS DOCUMENT REPOSITORY OF RECORD). THE CONSTRUCTION DOCUMENTS. REMOVE AND REPLACE WORK WHICH DOES NOT MATCH OR SHOWS LOSS OF 12 CLOSEOUT PHOTOGRAPHS: ADHESION. METHODS OF PROCEDURE (MOPS) FOR CONSTRUCTION- CONTRACTOR CONTRACTOR SHALL PERFORM WORK AS DESCRIBED IN THE FOLLOWING INSTALLATION AND a PROVIDE PHOTOGRAPHS OF FINAL PROJECT PER THE FOLLOWING LIST: ADDITIONAL 4. CLEAN UP, TOUCH UP AND PROTECT WORK. IA''_ '- COMMISSIONING MOPS. PHOTOGRAPHS MAY BE REQUIRED TO SUPPORT ACCEPTANCE PROCESSES A. TOP HAT - TOUCHUP PAINTING: B. HOW TO INSTALL A NEW CABINET (i) MAIN HYBRID CABLE ROUTE (MINIMUM TWO PHOTOS) 1. GALVANIZING DAMAGE AND ALL BOLTS AND NUTS SHALL BE TOUCHED UP AFTER C. BASE BAND UNIT IN EXISTING UNIT TOWER ERECTION WITH "GALVANOX; 'DRY GALV," OR "ZINC-IT.' D. INSTALLATION OF BATTERIES (H) PHOTOS OF EACH ANTENNA AND RRH E. INSTALLATION OF HYBRID CABLE 2, FIELD TOUCHUP PAINT SHALL BE DONE IN ACCORDANCE WITH THE F. INSTALLATION OF REF'S (iii) MANUFACTURERS NAME TAG FOR ALL SERIALIZED EQUIPMENT MANUFACTURER'S WRITTEN INSTRUCTIONS. G. CABLING H. TS-0200 REV 4 - ANTENNA LINE ACCEPTANCE STANDARDS (iv) PULL AND DISTRIBUTION BOXES INTERMEDIATE BETWEEN RRH'S AND MMES (DOOR 3. ALL METAL COMPONENTS SHALL BE HANDLED WITH CARE TO PREVENT DAMAGE TO I. SPRINT CELL SITE ENGINEERING NOTICE - EN 2012-001, REV 1. OPEN) THE COMPONENTS, THEIR PRESERVATIVE TREATMENT, OR THEIR PROTECTIVE J. COMMISSIONING MOPS COATINGS. (v) MMBS CABINET WITH DOOR OPEN SHOWING MODIFICATIONS SECTION 01 200 — COMPANY FURNISHED MATERIAL AND EQUIPMENT (vi) POWER CABINET, DOORS OPEN, BATTERIES INSTALLED SECTION 11 700 — ANTENNA ASSEMBLY, REMOTE RADIO HEADS AND COMPANY FURNISHED MATERIAL AND EQUIPMENT IS IDENTIFIED ON THE RF DATA SHEET IN CABLE INSTALLATION CHECKED BY: KB THE CONSTRUCTION DRAWINGS. (vii) BREAK OUT CYLINDERS CONTRACTOR IS RESPONSIBLE FOR SPRINT PROVIDED MATERIAL AND EQUIPMENT TO (viii) ASR SIGNAGE FOR SPRINT OWNED TOWERS SUMMARY APPROVED BY: DPH ENSURE IT IS PROTECTED AND HANDLED PROPERLY THROUGHOUT THE CONSTRUCTION THIS SECTION SPECIFIES INSTALLATION OF ANTENNAS, RRH'S, AND CABLE EQUIPMENT, DURATION. (ix) RADIATION EXPOSURE WARNING SIGNS INSTALLATION, AND TESTING OF COAXIAL FIBER CABLE. SUBMITTALS REY. 0.47E DESCRIPTION Bf CONTRACTOR RESPONSIBLE FOR RECEIPT OF SPRINT FURNISHED EQUIPMENT AT CELL SITE (z) PHOTOGRAPH FROM EACH SECTOR FROM APPROXIMATELY RAD CENTER OF ANY ANTENNAS AND RRH'S: OR CONTRACTORS LOCATION. CONTRACTOR TO COMPLETE SHIPPING AND RECEIPT NEW ANTENNA AT HORIZON. THE NUMBER AND TYPE OF ANTENNAS AND RRH'S TO BE INSTALLED IS DETAILED ON THE DOCUMENTATION IN ACCORDANCE WITH COMPANY PRACTICE. CONSTRUCTION DRAWINGS. b LOAD PHOTOS TO SITERRA PROJECT LIBRARY 15. IN CREATE NEW CATEGORY; 2.5 DEPLOYMENT, AND SECTION; PERMANENT CONSTRUCTION. LABEL PHOTOS WITH SITE HYBRID CABLE: SECTION 01 300 - CELL SITE CONSTRUCTION CASCADE AND VIEW BEING DEPICTED. CAMERAS USED TO TAKE PHOTOGRAPHS SHALL HYBRID CABLE WILL BE DC/FIBER AND FURNISHED FOR INSTALLATION AT EACH SITE. CPS ENABLED SUCH THAT THE GPS COORDINATES ARE INCLUDED IN THE PHOTO CABLE SHALL BE INSTALLED PER THE CONSTRUCTION DRAWINGS AND THE APPLICABLE NOTICE TO PROCEED- MEDIA-FILE INFORMATION. MANUFACTURER'S REQUIREMENTS. 0 D1/00/14 MID FDR MR 7 NO WORK SHALL COMMENCE PRIOR TO COMPANY'S WRITTEN NOTICE TO PROCEED AND THE ISSUANCE OF WORK ORDER. COMMISSIONING: JUMPERS AND CONNECTORS: PERFORM ALL COMMISSIONING AS REQUIRED BY APPLICABLE MOPS FURNISH AND INSTALL 1/2' COAX JUMPER CABLES BETWEEN THE RRH'S AND ANTENNAS. SITE NUMBER: SITE L N IN : - JUMPERS SHALL BE TYPE LDF 4, FLO 12-50, OR 540, OR FXL 540. SUPER-FLEX BS03XC054 CONTRACTOR SHALL KEEP THE SITE FREE FROM ACCUMULATING WASTE MATERIAL, DEBRIS, INTEGRATION: CABLES ARE NOT ACCEPTABLE. JUMPERS BETWEEN THE RRH'S AND ANTENNAS OR TOWER AND TRASH. AT THE COMPLETION OF THE WORK, CONTRACTOR SHALL REMOVE FROM THE PERFORM ALL INTEGRATION ACTIVITIES AS REQUIRED BY APPLICABLE MOPS TOP AMPLIFIERS SHALL CONSIST OF 1/2 INCH FOAM DIELECTRIC, OUTDOOR RATED COAXIAL SITE NAME: SITE ALL REMAINING RUBBISH, IMPLEMENTS, TEMPORARY FACILITIES, AND SURPLUS CABLE. DO NOT USE SUPERFLEX OUTDOORS. JUMPERS SHALL BE FACTORY FABRICATED IN PEQUOT APTS. MATERIALS. SECTION 07 500 - ROOF CUTTING, PATCHING AND REPAIR APPROPRIATE LENGTHS WITH A MAXIMUM OF 4 FEET EXCESS PER JUMPER AND HAVE CONNECTORS AT EACH END, MANUFACTURED BY SUPPLIER. IF JUMPERS ARE FIELD SECTION O1 400 — SUBMITTALS & TESTS SUMMARY: FABRICATED, FOLLOW MANUFACTURER'S REQUIREMENTS FOR INSTALLATION OF CONNECTORS SITE ADDRESS: THIS SECTION SPECIFIES CUTTING AND PATCHING EXISTING ROOFING SYSTEMS WHERE 12 FIRST STREET ALTERNATES: CONDUIT OR CABLES EXIT THE BUILDING ONTO THE ROOF OR BUILDING-MOUNTED SALEM, MA 01970 AT THE COMPANY'S REQUEST, ANY ALTERNATIVES TO THE MATERIALS OR METHODS ANTENNAS, AND AS REQUIRED FOR WATERTIGHT PERFORMANCE. ROOFTOP ENTRY OPENINGS REMOTE ELECTRICAL TILT (RET) CABLES: SPECIFIED SHALL BE SUBMITTED TO SPRINTS CONSTRUCTION MANAGER FOR APPROVAL. IN MEMBRANE ROOFTOPS SHALL BE CONSTRUCTED TO COMPLY WITH LANDLORD, ANY SPRINT WILL REVIEW AND APPROVE ONLY THOSE REQUESTS MADE IN WRITING. NO VERBAL EXISTING WARRANTY, AND LOCAL JURISDICTIONAL STANDARDS. MISCFI�US- Exxr mle APPROVALS WILL BE CONSIDERED, INSTALL SPLITTERS, COMBINERS, FILTERS PER RE DATA SHEET. FURNISHED BY SPRINT. TESTS AND INSPECTIONS: 1.4 SUBMITTALS: ANTENNA INSTALLATION, OUTLINE A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION TESTS, INSPECTIONSTHE CONTRACTOR SHALL ASSEMBLE ALL ANTENNAS ONSITE IN ACCORDANCE WITH THE SPECIFICATIONS AND PROJECT DOCUMENTATION. A PRE-CONSTRUCTION ROOF PHOTOS COMPLETE A ROOF INSPECTION PRIOR TO THE INSTRUCTIONS SUPPLIED BY THE MANUFACTURER. ANTENNA HEIGHT, AZIMUTH, AND FEED INSTALLATION OF SPRINT EQUIPMENT ON ANY ROOFTOP BUILD. AT A MINIMUM INSPECT ORIENTATION INFORMATION SHALL BE A DESIGNATED ON THE CONSTRUCTION DRAWINGS. B. CONTRACTOR SHALL ACCOMPLISH TESTING INCLUDING BUT NOT LIMITED TO THE AND PHOTOGRAPH FOLLOWING: (MINIMUM 3 EA.) ALL AREAS IMPACTED BY THE ADDITION OF THE SPRINT EQUIPMENT. sm lulerz B. PROVIDE SIMILAR PHOTOGRAPHS SHOWING ROOF CONDITIONS AFTER CONSTRUCTION 1. COAX SWEEPS AND FIBER TESTS PER TS-0200 REV 4 ANTENNA LINE ACCEPTANCE (MINIMUM 3 EA.) - S P— ' STANDARDS. CONTINUE SHEET SP-2 C. ROOF INSPECTION PHOTOGRAPHS SHOULD BE UPLOADED WITH CLOSEOUT 2. AGL, AZIMUTH AND DOWNTILT PROVIDE AN AUTOMATED REPORT UPLOADED TO SITERRA PHOTOGRAPHS. A. THE CONTRACTOR SHALL POSITION THE ANTENNA ON TOWER PIPE MOUNTS SO THAT SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE TRANSCIEVER D. EMT OR RIGID GALVANIZED STEEL CONDUIT MAY BE USED IN FINISHED SPACES THE BOTTOM STRUT IS LEVEL. THE PIPE MOUNTS SHALL BE PLUMB TO WITHIN STATIONS (MMBTS) AND RELATED EQUIPMENT CONCEALED IN WALLS AND CEILINGS. EMT SHALL BE MILD STEEL, ELECTRICALLY Sprint' 1 DEGREE. WELDED. ELECTRO—GALVANIZED OR HOT—DIPPED GALVANIZED AND PRODUCED TO ANSI SUMMARY: SPECIFICATION C80.3, FEDERAL SPECIFICATION WW—C-563, AND SHALL BE UL LISTED. B. ANTENNA MOUNTING REQUIREMENTS: PROVIDE ANTENNA MOUNTING HARDWARE AS EMT SHALL BE MANUFACTURED BY ALLIED. REPUBLIC OR WHEATLAND, OR APPROVED INDICATED ON THE DRAWINGS. A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL EQUAL, FITTINGS SHALL BE METALLIC COMPRESSION. SET SCREW CONNECTIONS SHALL I PHI BLVD.SLUM EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, NOT BE ACCEPTABLE. mnxwnx W0705 HYBRID CABLES INSTALLATION: BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED HEL w3577 "; A. THE CONTRACTOR SHALL ROUTE, TEST, AND INSTALL ALL CABLES AS INDICATED ON BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). E. UQUID TIGHT FLEXIBLE METALLIC CONDUIT SHALL BE USED FOR FINAL CONNECTION TO EQUIPMENT. FITTINGS SHALL BE METALLIC GLAND TYPE COMPRESSION FITTINGS, THE CONSTRUCTION DRAWINGS AND IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL MISCELLANEOUS MATERIALS AND MAINTAINING THE INTEGRITY OF CONDUIT SYSTEM. SET SCREW CONNECTIONS ST BE ACCEPTABLE. MAXIMUM LENGTH OF FLEXIBLE CONDUIT SHALL NOT EXC HALL NOT EED '•< PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT EXISTING CABINET OR } NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE 6—FEET. LFMC SHALL BE PROTECTED AND SUPPORTED AS REQUIRE BY NEC. B. THE INSTALLED RADIUS OF THE CABLES SHALL NOT BE LESS THAN THE INSTALLATION MOPS. MANUFACTURERS OF FLEXIBLE CONDUITS SHALL BE CAROL, ANACONDA METAL HOSE OR DDr n MANUFACTURER'S SPECIFICATIONS FOR BENDING RADII. UNIVERSAL METAL HOSE, OR APPROVED EQUAL. C. EXTREME CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE CABLES DURING HANDLING C. COMPLY WITH MANUFACTURERS INSTALLATION AND.START—UP..REQUIREMENTS F. MINIMUM SIZE CONDUIT SHALL BE 3/4 INCH (21 MM). SEA cou FV)EL oesmar. AND INSTALLATION. xssosiwWGH.017ni,sare uo SUPPORTING DEVICES: mna�mawcx.m.,onu TEL.ls38l asl-iaG 1. FASTENING MAIN HYBRID CABLES: ALL CABLES SHALL BE PERMANENTLY FASTENED HUBS AND BOXES: TO THE COAX LADDER AT 4'-0" OC USING NON—MAGNETIC STAINLESS STEEL CLIPS. A. MANUFACTURED STRUCTURAL SUPPORT MATERIALS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY THE FOLLOWING: A. AT ENTRANCES TO CABINETS OR OTHER EQUIPMENT NOT HAVING INTEGRAL THREADED 2. FASTENING INDIVIDUAL FIBER AND OC CABLES ABOVE BREAKOUT ENCLOSURE 1, ALLIED TUBE AND CONDUIT HUBS PROVIDE METALLIC THREADED HUBS OF THE SIZE AND CONFIGURATION REQUIRED. (MEDUSA), WITHIN THE MMBTS CABINET AND ANY INTERMEDIATE DISTRIBUTION BOXES: HUB SHALL INCLUDE LOCKNUT AND NEOPRENE 0—RING SEAL. PROVIDE IMPACT Hudson 2. B—LINE SYSTEM - RESISTANT 105 DEGREE C PLASTIC BUSHINGS TO PROTECT CABLE INSULATION. Design GroupCE f a. FIBER: SUPPORT FIBER BUNDLES USING 14" VELCRO STRAPS OF THE REQUIRED - B. CABLE TERMINATION FITTINGS FOR CONDUIT LENGTH ® 18' OC. STRAPS SHALL BE UV, OIL AND WATER RESISTANT AND 3. UNISTRUT DNERSIFIED PRODUCTS SUITABLE FOR INDUSTRIAL INSTALLATIONS AS MANUFACTURED BY TEXTOL OR - �emose000snFCr APPROVED EQUAL. 4. THOMAS & BETTS 1. CABLE TERMINATORS FOR RGS CONDUITS SHALL BE TYPE CRC BY O—Z/GEDNEY OR BUILON�o PNAMOi¢6E� vu:;978;B57555e EQUAL. IT. DC: SUPPORT DC BUNDLES WITH ZIP TIES OF THE ADEQUATE LENGTH. ZIP TIES B. FASTENERS: TYPES, MATERIALS, AND CONSTRUCTION FEATURES AS FOLLOWS: WITH TENSILE STRENGTH AT 12,000 PSI 2. CABLE TERMINATORS FOR LFMCOXTE SHALL BE ETCO — CL2075; OR MADE FOR THE TO BE UV STABILIZED, BLACK NYLON, (!F PURPOSE PRODUCTS BY ROMEO. \s� !VSy�i AS MANUFACTURED BY NELCO PRODUCTS OR EQUAL 1. EXPANSION ANCHORS: CARBON STEEL WEDGE OR SLEEVE TYPE. T .> C. EXTERIOR PULL BOXES AND PULL BOXES IN INTERIOR INDUSTRIAL AREAS SHALL BE 3. FASTENING JUMPERS: SECURE JUMPERS TO THE SIDE ARMS OR HEAD FRAMES 2. POWER—DRIVEN THREADED STUDS: HEAT—TREATED STEEL, DESIGNED SPECIFICALLY PLATED CAST ALLOY, HEAVY DUTY, WEATHERPROOF, DUST PROOF, WITH GASKET, PLATED , F'Ah11�L USING STAINLESS STEEL TIE WRAPS OR STAINLESS STEEL BUTTERFLY CLIPS. FOR THE INTENDED SERVICE. IRON ALLOY COVER AND STAINLESS STEEL COVER SCREWS, CROUSE—HINDS WAB SERIE 11•,1 f� 4. CABLE INSTALLATION: OR EQUAL. _ 3. FASTEN BY MEANS OF WOOD SCREWS ON WOOD. INSPECT CABLE PRIOR TO USE FOR SHIPPING DAMAGE, NOTIFY THE rl a. D. CONDUIT OUTLET BODIES SHALL BE PLATED CAST ALLOY WITH SIMILAR GASKI _ CONSTRUCTION MANAGER. 4. TOGGLE BOLTS ON HOLLOW MASONRY UNITS. COVERS. OUTLET BODIES SHALL BE OF THE CONFIGURATION AND SIZE SUITABLE FOR 'T 'd.% THE APPLICATION. PROVIDE CROUSE—HINDS FORM 8 OR EQUAL. 5. CONCRETE INSERTS OR EXPANSION BOLTS ON CONCRETE OR SOLID MASONRY. b. CABLE ROUTING: CABLE INSTALLATION SHALL BE PLANNED TO ENSURE THAT THE E. MANUFACTURER FOR BOXES AND COVERS SHALL BE HOFFMAN, SQUARE LINES WILL BE PROPERLY ROUTED IN THE CABLE ENVELOP AS INDICATED ON 6. MACHINE SCREWS, WELDED THREADED STUDS, OR SPRING—TENSION CLAMPS ON CROUSE—HINDS, COOPER, ADALET, APPLETO N, 0—Z GEDNEV, RACO, 9R APPROVED THE DRAWINGS. AVOID TWISTING AND CROSSOVERS. STEEL EQUAL. c. HOIST CABLE USING PROPER HOISTING GRIPS. DO NOT EXCEED MANUFACTURES 7. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE SHALL NOT BE RECOMMENDED MAXIMUM BEND RADIUS. PERMITTED. SUPPLEMENTAL GROUNDING SYSTEM 5. GROUNDING OF TRANSMISSION LINES: ALL TRANSMISSION LINES SHALL BE 8. DO NOT WELD CONDUIT, PIPE STRAPS, OR ITEMS OTHER THAN THREADED STUDS A. FURNISH AND INSTALL A SUPPLEMENTAL GROUNDING SYSTEM AS INDICATED ON THE GROUNDED AS INDICATED ON DRAWINGS. TO STEEL STRUCTURES. DRAWINGS. SUPPORT SYSTEM WITH NON—MAGNETIC STAINLESS STEEL CLIPS WITH RUBBER GROMMETS. GROUNDING CONNECTORS SHALL BE TINNED COPPER WIRE, SIZES 6. HYBRID CABLE COLOR COOING: ALL COLOR CODING SHALL BE AS REQUIRED IN TS 9. IN PARTITIONS OF LIGHT STEEL CONSTRUCTION, USE SHEET METAL SCREWS. AS INDICATED ON THE DRAWINGS. PROVIDE STRANDED OR SOLID BARE OR INSULATED 0200 REV 4. CONDUCTORS AS INDICATED. 7. HYBRID CABLE LABELING: INDIVIDUAL HYBRID AND DC BUNDLES SHALL BE LABELED SUPPORTING DEVICES: B. SUPPLEMENTAL GROUNDING SYSTEM: ALL CONNECTIONS TO BE MADE WITH CAD WELDS, ALPHA—NUMERICALLY ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE — EN EXCEPT AT EQUIPMENT USE LUGS OR OTHER AVAILABLE GROUNDING MEANS AS W PERMANENTLY IN ACCORDANCE WITH NEC. 2012—DO1, REV 1 A. INSTALL SUPPORTING DEVICES FASTEN ELECTRICAL COMPONENTS SECURELY AND REQUIRED BY MANUFACTURER; AT GROUND BARS USE TWO HOLE SPADES WITH NO OX. WEATHERPROOFING EXTERIOR CONNECTORS AND HYBRID CABLE GROUND B. COORDINATE WITH THE BUILDING STRUCTURAL SYSTEM AND WITH OTHER TRADES. C. STOLEN GROUND—BARS: IN THE EVENT OF STOLEN GROUND BARS, CONTACT SPRINT CM CHECKED BY: KB KITS: FOR REPLACEMENT INSTRUCTION USING THREADED ROD KITS. C. UNLESS OTHERWISE INDICATED ON THE DRAWINGS, FASTEN ELECTRICAL ITEMS AND APPROVED BY: DPH A. ALL FIBER & COAX CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED. THEIR SUPPORTING HARDWARE SECURELY TO THE STRUCTURE IN ACCORDANCE WITH EXISTING STRUCTURE: THE FOLLOWING: B. WEATHERPROOFED USING ONE OF THE FOLLOWING METHODS. ALL INSTALLATIONS MUST A. EXISTING EXPOSED WIRING AND ALL EXPOSED OUTLETS, RECEPTACLES, SWITCHES, SUBMITTALS BE DONE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND 0. ENSURE THAT THE LOAD APPLIED BY ANY FASTENER DOES NOT EXCEED 25 PERCENT DEVICES, BO%ES, AND OTHER EQUIPMENT THAT ARE NOT TO BE UTILIZED IN THE REV OAIE 06CRIPC INDUSTRY 6Y INDUSTRY BEST PRACTICES. OF THE PROOF TEST LOAD. COMPLETED PROJECT SHALL BE REMOVED OR DE—ENERGIZED AND CAPPED IN THE 1. COLD SHRINK: ENCOMPASS CONNECTOR IN COLD SHRINK TUBING AND PROVIDE A E. USE VIBRATION AND SHOCK—RESISTANT FASTENERS FOR ATTACHMENTS TO CONCRETE WALL CEILING, FLOOR 50 THAT THEY ARE CONCEALED AND SAFE. WALL, CEILING, DOUBLE WRAP OF 2" ELECTRICAL TAPE EXTENDING 2" BEYOND TUBING. PROVIDE 3M SLABS. OR FLOOR SHALLL BE PATCHED TO MATCH THE ADJACENT CONSTRUCTION. COLD SHRINK CXS SERIES OR EQUAL. 2. SELF—AMALGAMATING TAPE: CLEAN SURFACES. APPLY A DOUBLE WRAP OF ELECTRICAL IDENTIFICATION: CONDUIT AND CONDUCTOR INSTALLATION: SELF—AMALGAMATING TAPE 2" BEYOND CONNECTOR. APPLY A SECOND WRAP OF AUPDATE AND PROVIDE TYPED CIRCUIT BREAKER SCHEDULES IN THE MOUNTING BRACKET, A. CONDUITS SHALL BE FASTENED SECURELY IN PLACE WITH APPROVED NON—PERFORATED . SELF—AMALGAMATING TAPE IN OPPOSITE DIRECTION. APPLY DOUBLE WRAP OF 2" INSIDE ODORS OF AC PANEL BOARDS WITH ANY CHANGES MADE TO THE AC SYSTEM. STRAPS AND HANGERS. EXPLOSIVE DEVICES FOR ATTACHING HANGERS TO STRUCTURE 0 01/09/14 S41m FOR IR11O1 SF WIDE ELECTRICAL TAPE EXTENDING 2' BEYOND THE SELF—AMALGAMATING TAPE. WILL NOT BE PERMITTED. CLOSELY FOLLOW THE LINES OF THE STRUCTURE, MAINTAIN CLOSE PROXIMITY TO THE STRUCTURE AND KEEP CONDUITS IN TIGHT ENVELOPES. 3. 3M SLIM LOCK CLOSURE 716: SUBSTITUTIONS WILL NOT BE ALLOWED. B. BRANCH CIRCUITS FEEDING AVIATION OBSTRUCTION LIGHTING EQUIPMENT SHALL BE CHANGES IN DIRECTION TO ROUTE AROUND OBSTACLES SHALL BE MADE WITH CONDUIT SITE NUMBER: CLEARLY IDENTIFIED AS SUCH AT THE BRANCH CIRCUIT PANELBOARD. OUTLET BODIES. CONDUIT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER, BS03XCO54 4. OPEN FLAME ON JOB SITE IS NOT ACCEPTABLE PARALLEL AND PERPENDICULAR TO STRUCTURE WALL AND CEILING LINES. ALL CONDUIT SECTION 26 200 - ELECTRICAL MATERIALS AND EQUIPMENT SHALL BE FISHED TO CLEAR OBSTRUCTIONS. ENDS OF CONDUITS SHALL BE SITE NAME: TEMPORARILY CAPPED TO PREVENT CONCRETE, PLASTER OR DIRT FROM ENTERING. PEQUOT APTS. SECTION 11 800 - INSTALLATION OF MULTIMODAL BASE STATIONS CONDUIT: CONDUITS SHALL BE RIGIDLY CLAMPED TO BOXES BY GALVANIZED MALLEABLE IRON (MMBTS) AND RELATED EQUIPMENT BUSHING ON INSIDE AND GALVANIZED MALLEABLE IRON LOCKNUT ON OUTSIDE AND A. RIGID GALVANIZED STEEL (RGS) CONDUIT SHALL BE USED FOR EXTERIOR LOCATIONS INSIDE. SITE ADDRESS: SUMMARY: ABOVE GROUND AND IN UNFINISHED INTERIOR LOCATIONS AND FOR ENCASED RUNS IN 12 FIRST STREET CONCRETE. RIGID CONDUIT AND FITTINGS SHALL BE STEEL, COATED WITH ZINC B. CONDUCTORS SHALL BE PULLED IN ACCORDANCE WITH ACCEPTED GOOD PRACTICE. SALEM, MA D1970 A. THIS SECTION SPECIFIES MMBTS CABINETS, POWER CABINETS, AND INTERNAL EXTERIOR AND INTERIOR BY THE HOT DIP GALVANIZING PROCESS. CONDUIT SHALL BE EQUIPMENT INCLUDING BY NOT LIMITED TO RECTIFIERS, POWER DISTRIBUTION UNITS, PRODUCED TO ANSI SPECIFICATIONS C80.1, FEDERAL SPECIFICATION WW—C-581 AND BASE BAND UNITS, SURGE ARRESTORS, BATTERIES, AND SIMILAR EQUIPMENT FURNISHED SHALL BE LISTED WITH THE UNDERWRITERS' LABORATORIES. FITTINGS SHALL BE srsss mis BY THE COMPANY FOR INSTALLATION BY THE CONTRACTOR (OFCI). THREADED — SET SCREW OR COMPRESSION FITTINGS WILL NOT BE ACCEPTABLE. RGS CONDUITS SHALL BE MANUFACTURED BY ALLIED, REPUBLIC OR WHEATLAND. OUTLINE B. CONTRACTOR SHALL PROVIDE AND INSTALL ALL N EQUIPMENT MISCELLANEOUS I MATERWLS AND PROVIDE ALL LABOR REQUIRED FOR INSTALLATION EQUIPMENT IN EXISTING CABINET OR B. UNDERGROUND CONDUIT IN CONCRETE SHALL BE POLYVINYLCHLORIDE (PJC) SUITABLE SPECIFICATIONS A NEW CABINET AS SHOWN ON DRAWINGS AND AS REQUIRE BY THE APPLICABLE FOR DIRECT BURIAL AS APPLICABLE. JOINTS SHALL BE BELLED, AND FLUSH SOLVENT INSTALLATION MOPS. WELDED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. CONDUIT SHALL BE C. COMPLY WITH MANUFACTURERS INSTALLATION AND START—UP REQUIREMENTS CARLON ELECTRICAL PRODUCTS OR APPROVED EQUAL. sm msaa DC CIRCUIT BREAKER LABELING C. TRANSITIONS BETWEEN PVC AND RIGID (RGS) SHALL BE MADE WITH PVC COATED METALLIC LONG SWEEP RADIUS ELBOWS. SP-2 A. LABEL CIRCUIT BREAKERS ACCORDING TO SPRINT CELL SITE ENGINEERING NOTICE — EN 2012-001, REV 1. Sprint'> mlENXP.lALBLvn]ORI M41WPH.N10I195 TIL 1M)]SZId<1 S BADODO, 561 COMMUNIG1pN5 CORP. n.IONPO$IROAD WEST.SWIE]A MARLBOROUGH.NA017R TEL:(SR)R51-I RG . iPTATP,DN a BErAu�ImlruanEBN Hudson® YNINTED m EI fBE NAET s-, A-5 A-] s-, a-s a-] YONIID)m DI61g0 pwE Misr Design GwuPuc©• YYB� E6GLL RT 1881 YOIAlIED 1 t 2 1 1 Z PISfNL 1MM H RRIN YOIRlIFD ro WSTNB PPE WSr EXISTING CLEARWIRE IW]PSGQ^DSiREET �1 1G EC6T016 PPE 111W S-1 A-5 A-] 5-1 A-5 a-] ANTENNA BUILONG A NORTH.SUITE;SON T4C 1II GS-SSA �r - N.=N Fl,.1. FA%:19781 M&b \ C EXISTING CLEARWIRE EXISTING BUILDING EXISTING METRO PCS EXISTING _ ANTENNA EQUIPMENT PLATFORM CLEARWIRE DISH �NIJI I. P. EXISTINGT %u \) ROOFTOP (1YP.)J GC4j7/G NN A-5 A-] FXISIPK GNE TNT ._....____ _._.._._._.._.............__ ..........................._.i M2 EYISPNG� ROOROP ACCESS EXISTING T �R0070P (TYP.) E%)STING �ROOROP / Ce 37 D]VIwFNf gEEt.PUATow CHECKED Bf: KB E%)STING J 1 , drmw i �E APPRDa BY: DPH zROOPTOP (TYP.) A-5 A-] D]SIVIB ylgl[TNY SUBMITTALS REV. DATE DESCRIPTION Bf EQUSTING T-MOBILE IPMENT PMENT PLATFORM (1YPi14G PER NSECTOR, TOTAL OF 12) CLERP ANTENNAS EXISTING CLGRwIRE DISR fiPWR EXISTING CLEARWIRE 1 1 IsI EiPYlf 26 PMI ImPITE1) )UO` ANTENNA 5-t A-5 a-] TO DDBINO PffE Mosf 1 t 3 D 01/09/14 ISSUED FDR EMM Y B5Y11 SPIR/f 26 A1/1FMN S-1 A-5 A-] 11019rIFD m EcIsrow PPE MIST SfTE NUMBER: o� BS03XC054 5 `4• f GRAPHIC SCALE SITE NAME: ROOFTOP PLAN 0 4-0'8'-0' 16'-0• 24•-0• PEQUOT APTS. NDRE39�E"�"}* SCALE: 1/8'=,'-0' A-1 SITE ADDRESS: 12 FIRST STREET SALEM. MA 01970 s¢r,nlr ROOFTOP PLAN 9FF!IYI�i A- 1 Sprint*> I I'TFRNMOML BLM SUITE POt .WAR.NI 07495 TEL VI 35, SBA F§, 1.COMMUNIUW%CORP. M BOSTON PoSII WEST.SUITE kT FNRLBORMGN.NV 01752 TEL:SORT R51-"BP Hudson© EXISTING RAILING (T P.) Design Groupuc, 18""11 NECTPVR! 1 1 1GNOSG000S ' BUILGNGNNORIN.:WIESN9 TEL T9I8551355] E%"STING CLFARWIRE CABINET N.ANOOVER.MACT,"S FAX(9781.1.6 EXISTING BLS CABINET \ \ I M♦) 1 �6BI1 f�a A2 ��, OF \ I Ex"snrvc cEEaaw"aE CABINET ExIsrlNc PPC Gne1NEr F,4 I'll 11 Y. 14. ersrw.mcmmE s , , rtEw UE 2a BBu ar IN .»., 3 e Beall BSFR aar V'1aa AILNG Et(STDS ouu (irv.or t rm SBR lora or>) s x . Exlsnac TIGER GlsrweunoN Box t J,k, Exlsnac Bis cneINET EXISTING 3BU GXTTEr2T CABINET BSBUI(4) 6Allla®Bi 2 E�IB10 m N'®hT p_B EXISTING CPS ANTENNA - CHECKED BY: KB EXISTING CIGNA CABIAPPROVED BY: :DH" - EXISTING PPC CABINET - • SUBMITTALS REV. DATE DESCRIPTION Bf EXISTING SiGL PLATFORM ' �EIBIgO 11'-6 1/2'k 1C-0' awBct:RIEW+�33 EM�IeNr mwGFtO-ta u1Fn kat so m - y° e RAN EQUIPMENT PHOTO DETAIL 01/Da/u IALm mR Ren n / GRAPHIC SCALE SCALE N.T.S. A-z EQUIPMENT PLAN B 11-0. 2'-0• 4•-0- 1•-0• + SC : 1/2'_1•-0' A-z SITE NUMBER: BS03XC054 SITE NAME: PEQUOT APTS. SITE ADDRESS: 12 FIRST STREET SALEM. MA 01970 sm m EQUIPMENT PLAN 9Ri NIIgR A-2 SIM CONK IMION NOTE' �\ 1111 SPRIN!TOWEfl TOP WORT(G CONTINGENT ON 1HE i➢L ING: \n rl�T• ' COMPLETION OF A GLO&LL S1R11CRIPPL STPBINY pµ4 M(PROVIDED 8Y ME VENDOR). t)�./1 ` ' COMPlERON OF ANI NWM SIMICIURII ASSESSMENT(PRWIDED B ME YENOCR). ' CC SWLLL fLRNISX,WSTALL Pl9 LONPLER ALL RWUIFEO EIRVCNRpI MDUIFlGnONS AS INOIGIEO IN BEFORE-MENTIONED.11 PND ASSESSMENT. ' SEA COMMUNIGnONS CORPORAFON SIW-PROMOE WWnEN AWEPtANCEJMPRWAL FOR TRE COMPUTION OF P TOWWMNNGTION SIRUCNRA.MODIFlGMNS INCLUDING(AS NECESSVM CONIROLIED WNSIRUCRON INSPECTIONS,SHOP-ORAWWG APPRWS,pLMATERWS TEST RESULT$AND nWLL ENGINEER'S AFFIDAVIT. IINfERNATIQ BLVD.SURf DT .W0)193 ZZ E1:(EE0�33I�]NI �W ff MO CdiER RDAIN IM TF%T WTA DM 581 SnsRC �(%, MMUG O CN I➢PWTNMI.ED ANTENNA MRO c"NIO SI \IU\I5 NlLL'ISIA THE SBA�0.pIlOFD AMENIA M cTHE S 4WE SUPERSEDE R LSBA DDD Pxr aruucnxc II60R1Mi11{MI DENMED FRON THE mwxr xv z.s RMS. z E%ISPNG ANTENNA EOUIPMENT� A-6 SGCCMMUNICAAO SCORP. EXISTING CLEARWIRE ANTENNA 3D.ONP09RCADn'ESlsun. MARAORWGR.MA0173R TEL:(EXI•ISI-IBO] D6FALL SPRMT"ANIEMU 1 1 3 YDUMFD ro f]OnDlD PmE W 9f s-1 A-G A-> �� Poe)NwNFm - s-1 A-s A-T FIDDNIFD ro E3reEwo rwE:Misr Hudson® SEA FAD CENTER m EJ®IWi�KV1T s-1 A-s A-1 • ONLY Q OF PROPOSED Design Groupuc SPRINT MMENNM• SPRINT EQUIPMENT PLATFORM A-'! DmiDlO EF' N� � El DI. IW.G•f(AGO) 1CXM PNORTH SVIIE SSA IE: 9IB SS]1353 smw RID CIMIMER RJUNNe.R s5ttT EXISTING CLEARWIRE ANTENNA N.ANDOVER,MACIN5 IM:19781371— GE F9mFC® s,Ri f ANIRGN4 EXISTING - EXISTING METRO EXISTING I 1 W54YL(11 PEER _ ISLeY�� CLEARWIRE DISH PCS EQUIPMENT BNAAST A-5 A-] G�GERDET T�.� t1f M� MOUNT (TYP.) TOP OF EXISTING PARAPET _JV EXISTING PARAPET , ELEV. Iv'-o- (Acq PA[J'IE L P. TOP OF E%)STING ROOROP __—_- --_. i.. ..._..... —.._._. ...—__._ ....__.. __—_. __.—....._—__.... ......—... -:. ___. ......—_._.—____i �• t'�1 t I BELS. ur-D- (acq ____ _____ - - .. I - ME FM [UM ® ME [M [MME MMS � ® E MER IN 411)//0 C �S�Cti.. mmuFMo ® UMTmlmm H [a] Ulmm ED4zEmED 10 = Im ME E ® mi Im 50 Emu Ul ® 1 ® M = LE IN II = AMM EDS Im ME ME Im Fm ME mm Im ail H II = u mm MI Ll LLJ NE N ® LQ LLE WE NE FT�l Im mm CHECKED BY KB 2 E 1] El 0 M N E U �—Q ME 2 1 ME I D u ul m APPROVED BY: DPH SUBMITTALS ® T—n Fm ME ME mo ME lul TIElul Im Mm I I Lm LEI E m REV. MTE OESM"I EY ME Fm lz ED Dw = Fm ME ME Im = Do ED = = ME mm � � MI Mm Im 1111mm m ® lu Lw Mm IN � � SITTEE MR NUMBER MT O01/09/14FORS : ME BS03XCO54 M F � � m I Emu Lm IN M E rm Ll MM WE Lm az WE PEQITE NUOTAAPTS. MES Lm E ® m L IN [a] Im NT SITE ADDRESS: 12 FIRST STREET SALEM, MA 01970 � mIm Z112 ® � ® ml [mME 2E [51 ail ME ED ELEVATION GROUND LEVEL OELEV. O'-O'Y (ADAC) SIFEL XIRdA GRAPHIC SCALE NORTH EAST ELEVATION p-3 O B-A r SCAL£ 3/3Y�1•-0• =ter a crow uETE Rm cINTErt sM11WN m TmTr AASm DN Sas-mMp�IF]T [S� N9II�: ANTENNA STATUS LEGEND: Sprint SPRIM TOYIER TOP WOk(IS COM,NGFM ON THE F9LIDWINC: LOIll%%SNm IPR1fAT514 EgAPMENf MTA9ASE MID SIMICRIRK EXISTINGAZIMIIRIS Fl20M SPRIM • COWEEPON OF A GLOBAL STRUCTURAL STABIURY M CPSIS(PRWIDED BY ARE Y I DEN AWLYStl THE 5&1-P0.WImD MIIFNN RID CEMFR AWL SL<'FIt�E 1)KRIFY PRP • COMPLETION OF AN ANIENN{PRRH MOUNT STRUCTURAL ASSESSMENT(PROVIDED BY ME VENEER). ANY CmII11LTNG IHEOgMl10H DEAMD HmY THE S%CM M/25 RMEL IT DATED 03/16/13 gZIMIRHS WITH RF EMPTY - EMPTY PIPE • GC SNV1 FURNISH,INBWL AND WMPIETE ALL FEWEED STRUCTURAL MODIRGTIONE AS IRRIGATED IN BEFORE—METRONED ANALYSIS AND ASStiSEMEM. ENGINEER PRIOR TO • SBO COMMUNICATIONS CORPOPATION SWUL PROVIDE WRITHEN ACCEPTANCE/APPROVAL FOR THE COMPLETION OF AL.l OW¢E/FOLNDATIDN STRUCTURAL MOEIFlGTDHS INSTALLATION (E) - D(ISTING I IN IIAN NU RIS SUITE Wp INCLUDING(A$NECESSA CONTROLLED CONSTRUCTION INSPECTORS,SHOP—DRAWING AWRWALS, MAT¢MLS TEST RESULTS,AND FlWJ ENGINEERS ARFIDAVR. MAHWpH.WO)195 2)IX5TNC RRH'S NOT TO:IF¢1 GSI Iba, SHOWN FOR CIARffY (P) - INSTALL EXISTING CLEARWIRE DISH ANTENNA (TOTAL OF 3) LAI - SPRINT ANTENNA EXISTING CLEARWIFE ANTENNA pl:ILI LUARWIRE BX(E) CD (TRP, of , PER SECANT roTpL of 3) 2.5 - SPRINT ANTENNA I j [DEN - IDEN ANTENNA SBA � nDD�. A2:(E) EMPTY 33:(E) EMPTY CLEARM'IRE - CLEARWIRE ANTENNA AECTR \ 5 LWONFC*l NAGN Rl.S SECTOR MARLBO NPO5I¢OApwg1.5UI1E 0ET (800/1900) A3.(E) EMP, 92'.(E) CLEARWIRE SECTOR (800/1900) CD - CLFARWIRE DISH ANTENNA MAALBOMWGH NACII53 T¢:(SN1131H®] EXISTING PRO MOUNTED TO - (000/1309) EXISTING &LLUST MOUNT(ttP 120 OF 2 PER SECTOR. TOTAL OF 6) �' Al Hudson e EXISTMC 800/190DMHz PAN"_ ANEL DBSIJfi GYOUpuc® ANTENNA MOUNTED TO E%ISTING EXISTING ANTENNAS STEEL PIPE PAST (,W. OF 1 (BY OTHERS) (TTP.) - - PER SECTOR, TOTAL OF 3) I UOI"GXNUMRFS BULOINGP,HALL E AM19 IEC 19)913513553 EXISTING EMPTY N.ANWVE4,M4O10A5 FAX:J9781 STbS596 PIPE MAST(TYP) - f� EXISTING SPRINT 1)F EOUIPMENTI ��.T , I"ANIEL. P. s A b 1J 1 Ji0 ,F1z" SOmTCE NOD 01-N 140'. Cl E) W C2(E) EMPTY C3:(E) CLEARWIRE C4:(E) CD <J V 1 Mallk lam GAMMA SECTOR OA' (BOO/1900) h;�#r. S NSF 240. P A EXISTING ANTENNA EXISTING ANTENNA PLAN (BT OTHERS) (TY6) ••� ^'. 1h SCnLE: NI A-a EXISTING EMPm PIPE MAST (TYP.) ` EXISTING CLEARWIRE DISH ANTENNA (TOTAL OF 3) EXIST]NG CLEARWIRE ANTENNA AT OF) CLEAR WIdE 64:(E) CD _ (TW. OF 1 PER SECTOR, TOTAL OF 3) EXISTING SPRINT AU%k CHECKED BY: KB EQUIPMENT 'Em, A2:(E) EMPWHINDI Yd APPROVED BY: DPH sDIIDE:RW ot-aEt-14 .ITER, Ten' SECTOR 62.(E) CLEARWIRE �Te-+EGA (BED/1900) xH(R)2DBTA SUBMITTALS EXISTING ANTENNAS 0• SECTOR (Br OTHERS) (ttP.) EXISTING RRH'S MDUNTTO TO (B00/1900) REV. DATE DESCRIPTION wENT TING SALIAST MOUNT OYP. 120- i. OF 2 PER SECTOR, TOTAL OF 6)A4:(E) NV DI:(E) ON /— EXISTING BOQ/59OOMHz PANEL ANTENNA MOUNTED TO EXISTING STEEL PIPE MAST(ttP. OF t PER SECTOR, TOTAL OF 3) 0 01/09/14 IMED NR REIIN BE EXINNG SPRINT SITE NUMBER: EQUIPMENT BS03XCO54 EXISTING EMPTYSITE NAME: PIPE MAST(TTP) - - 2 1 � MAN aro PEQUOT APTS. A-] s_t I=ECTOR IOVL Oi� SOUPoZ Imo 01�-1{ 1M - SITE ADDRESS: 12 FIRST STREET EXISTING PARTIAL ELEVATION PHOTO DETAILSALEM, MA 01970 SCALE: N.T.S. A-a 3 R OS51LL SPRINT S ANIFSN T)DSm1D PPE(TTP.DR 1 RFA warm TOTAL OR 3) Ct:(E) NV C-M S.3 C3:(E) CLEARWIRE Ca:(E) CD vm GAS GAMMA nAOA SECTOR INICIOY Ery - (BOD/1900) 1101 tla ANTENNA PLANS 240 JUDI OOwwl�yy PROPOSED ANTENNA PLAN N'zryT� SCALE: N.T.S. A-4 9fFT NIYB'A A-4 Market Boston SPRINT NS COTRUCTION STANDARDS: Sprint* Site ID 8503XC054 GENERAL CONTRACTOR SHALL ADHERE TO THE FOLLOWING SPRINT CONSTRUCTIONTION STANDARDS. E ulpment Vendor ALU IiNrtxMTONA.BLVD,SUffE o 2500 MHz RAN Equipment _ - -_ —CONSTRUCTION STANDARDS: INTEGRATED CONSTRUCTION STANDARDS FOR �Ani 07495 WIRELESS STIES — VERSION 4.0, INCLUDING EXHIBITS A—M. Incremental Additional AC Power for New 0 —CONSTRUCTION SPECIFICATIONS: CONSTRUCTION STANDARDS EXHIBT A Equipment(amps) STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SPIES BBU Kit ALU BBU Kit (VERSION 4.0). —GROUNDING STANDARDS: EXTERIOR GROUNDING SYSTEM DESIGN. SBA "!/DD BBU Kit Quantity1 GROUNDING STANDARDS (SUPPLEMENT)- ANTI—THEFT UPDATE TO SPRINT BBU Kit Dimensions(in.) 11.8x19x3.S GROUNDING 082412 AND SPRINT ENGINEERING LEITER EL-0504 DATED a' Growth Cabinet None 0420'12' —WEATHER PROOFING STANDARDS: EXCERPT FROM CONSTRUCTION STANDARDS Growth Cabinet Quantity NA EXHIBIT A SECTION 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS. SEA COVU U IGRONS CORP, —COLOR CODING: SPRINT NEXTEL ANT AND UNE COLOR CODING (DRWO V3 33 BORON R..11.5S sunETEL ss 1ac1 Growth Cabinet Dimensions in. NA Dg—OB-11 Growth Cabinet Weight lbs.) NA ALU ONLY:Top Hat None .I ALU ONLY:Top Hat Quant' NA Hudson ALU ONLY: i (in NA Design GroupN<o, ALU ONLY: Ha t .) NA Batteries icwosc000 sTRm Battery Quan EVINUNGWNORM.sERVE. TEI 19181651553 N.ANCOVfR.NA 01815 FM:19181336SSR6 Battery Dimensions in. 10.1"x 6.9"x 17.6' Battery Weight(lbs./each)06 Rectifier Shelf rfie Rectifier Shelf quantity Rectifier P- Rectifier Quantity 3 °Ii Tl Rectifier Dimensions(in.) 11.S"x S.5"x 2.5" CI Rectifier Weight(lbs./each) S.5 Jo.4 7/0 Power/Fiber Junction Box Manufacturer NoneO 250DMHz Tower Top Equipment SECfOR1(ALPHA)_.- - SECTOR.2(BETA) SECTOR 3(GAMMA) , N' Azimuth 0 120 240 Antenna Quantity - 1 1 1 Antenna RAD Center(ft.) 135.6(•SBA135.6) 135.6('SBA135.6) 135.6(•SBA135.6) Antenna Make/Model RFSAPXVTM34-C-120 RFS APXVIM14-C-120 RFSAPXVTM14L420 E-Tilt(degrees) -2 .2 -2 M-Tilt(degrees) 0 0 0 RF Filter Make/Model TBD TBD TBD RF Filter Quantity 0 0 0 RRH Make/Model TD-RRHBz20-25 TD-RRH8x20-25 7D-RRH8x20.2S RRH Quantity 1 1 1 Tower Top Coax Jumper Manufacturer Coax Jumper.Mfg TBD. Tower Top Coax Jumper Diameter(in.) 0.5 CHECKED BY: KB Tower Top Coax Jumper Quantity 27 Tower Top Coax Jumper Length(ft.) 8(`"A&E5 ) APPROVED &': DPH AISG Cable Manufacturer Commscape ATCB-B01-006 SUBMITTALS AISG Cable Diameter(in.) 0.315 AISG Cable Quant 3 REV. DA¢ DTSce1PnDN ar AISG Cable Length ft. 8 ("A&E5) Power and Fiber Cable Manufacturer ALU Fiber only (**A&E SEE DETAIL i/A-5) Power and Fiber Cable Diameter(in.) 0.70 Power and Fiber Cable Quantity 1 (3) Power and Fiber Cable Length Calculated as Antenna RAD lus 20%(ft.) 163("A&E KALPHA 250,BETA 100&GAMMA 100) o 01/53/14 ISWm MR RI SF Power Junction Cylinder Manufacturer 0 SITE NUMBER: Optic Fiber Junction Cylinder Manufacturer 0 BS03XC054 GPS Antenna Manufacturer NA SITE NAME: Comments -- PEQUOT APTS. REDS generated from document entitled:"2.5 Northeast Site List 10.26-13"prepared by Vertix Consulting,I.I.C. Comments in Red Text provided by A&E Vendor. E ADDRESS: IMPORTANT CONSTRUCTION NOTE:General Contractor/Tower Crew shall verifythat the latest RF Data Sheet Is used forequipment installation. 121TFIRST STREET Note:Antenna Rad Center based on SBA-Provided Collocation Application,Equipment Database,and Structural Analysis. The SBA-Provided SALEM, MA 01970 Antenna Rad Center shall supersede any conflicting Information derived from the Sprint NV 2.5 or ALU Database. •• Note:Sprint/ALU CM shall confirm Tower Top Coax Jumper Length and Power and Fiber Cable Length before preparing BOM. Recommended 9Rn PRE Power and Fiber Cable Length based on NV 2.5Equipment Audit plus 20 Feet for(2)10-foot coils at each end of the fiber trunk. RF DATA SHEET BUST w ex RF DATA SHEET A-5 SG N.T.S. A-5 Sprint*> I NIERMIlOML RI O,SURE OW I.—K NJ D1<15 >a[Z osr.... SBA ff ;DA COWMUNICARON CORP. IS 00510N POS,RJAU WFST,SMf RM N MONQUGN M4 D1752 IET:15D)4l5 IWl Hudson©0 Deafgn Group. _ ewoSGOCDSWER WINING 4 No01H.5URE30Se IN,19181 7M`3 yXXXyXX � XX X yX1�y,XX, J.ANWVERMALIMS FPS:IPIBI336$S96 xx AN tom � . .. zsoaMN: P 3nbIBCQNN:- • eaalacoMF� zsoaaw-' - c� AN1 P �Y/R �y{qy/��/�j xx 6DOYXx •.— a—a C t _I X xx iK�CXX XXX 0� � x_ xvx � iii� ~ x x I x x Ja zxx ��ICCJ//n 4J/�0 X x x z� xxx I zxx I x xx zzx x x x XXX xxz 4xxx. x x, x x GIaIE`YE _ �X% , o xzx o xzx ,�z `xxx X 0 XXXI 00 XXX taa r t,l tatu `, xxx, a A2530 R�R1 x x, H z z': ` �uu v a � z ! d son oa eoo iscD tsw +"" soo isoo? $ 2.5 T q .. ' a u RRI; RRv: + RU, RA1, RRH s M, a niu Aw 4� xu Acu u_ uu uu 1 V z o y ; 1 z.o ,., " .. A „ Per HYBRIFLEX Jumpers CHECKED BY: =K3 Sector 8 pr MM Fiber j - Power from existing Network Vision HYBRIFLEX APPROVED BY: DPH 3NY4' F Medusa with outdoor rated SUBMITTALS jTD-LTE SM t UMPER ”-IFISERJUMPER terminations MY. DALE )E RIFMPI BY ■ truss wNwaguill oc Power FIBER JUMPER HYBRIFLEX Riser TD-LTE SM - 0.,w Fore, -. .._ Per Site F TS 18 pr MM Fiber SeoanEary Fber Cade for Z5000epWyrtzN ® CabALU net - l88u Capacity Exp H?ba Came 0 01/00/14 1091tD FDR RMDI Y SITE NUMBER: BS03XC054 SITE NAME: PEQUOT APTS. ALU 2.5 ALU SCENARIO 1 RAN WIRING DIAGRAM:ALU EQUIPMENT RFS 2.5 ALU SCENARIO 1 SITE ADDRESS: SrsIE: N.T.S. Sc N.T.S. SCAEE N.T.S. 12 FIRST STREET SALEM, MA 01970 No sm m c IFY`1 1`'FHE rOEST RF CREW RSHEETTA IS MW FORTEQUIPMEM NS,A AWTIDN. RAN WIRING DIAGRAM em RUeR A-6 MAN OF. A—RRIH LOpEM S p ri nt• MODEL 26.1 &x20-25 t£NCT1: 28.1 RI] FIwLF OC CONDUCTOR WIDTH: 18.6 67 NN1UF: RFS WEIGH: 0.] ARE', ]0 LBS IIME Hj01LHLVG.3unBevo (•) WON, VARIES USE NV NYBRIFLIX 5 6 MER 3.5 SF VARwA117-.15 Hdfifi RS< 2200 BAWD 1-14 IU:IBbI]57.741 NYBRIFLEK 225-300' 6 AWG 1-1/4' NTBRIflE( 325-375 4 AND I-1/4* (SOI IR 91�1D RiWSm) 8• I_I SOIM BHl S BA D ar- or ow RFS HYBRIFDI RSER BABI 5DN DdiE - - I latl®Me - O 56ACOMNUNIGIpN5C0RP. Y 1380310N fOSI ROAD WEST SWE 3A MIN HB058-II-poor SOh o .1180R000HM ld7cs ML-`CB)¢51-IBC) T 12xvi mode fiber paim.Top:Outdoorprotesed connectors,Bottom:C mnnecon ,5/B ca bit,drifto Q V MN:ti M12-075F 75h o Y map(•) MN:HBOSBM12-1WF ]OO it (•&EEA & GAMMA SECTOR 100) 03n15so] o LW j MIN:HBOS&MV-125F 125 it 2U NEL Iii o p Hudson O _3 0 . MHB05&Mu-]SOF 159 f1 o Design Gwupuc© MN :HBOSBME-175F 175 it � Mx:Hesse-Ml2-z00F 200 it ('ALPHA SECTOR 250) o loodq2 rddbHG20d SRRl Hybaa.ld- Bg® o BUTAdDO NORIH.3WIESMJ IEL I97NMS551 MN:HB]1469V3M12-oSpF 0.814.101 N.ANWVFfl.M401815 FP%:14)011365596 Lf SO 3x8AWG pawerpairs,l2xmulti-motle flberpoirs,0uttloar ratetl connectors& h AWG016 Yr1RE O :6 So B 0 MN H811406U31oII075E 75h U' MN HB11408U31AII100F Ind it MN:HB114p8U 3M12]251 125 it3M � I'�1J LL r ® SIDE VIEW FRONT VIEW N41'N6114 p8V 12]SOF 15o(t f WHBI14 p8V 3M12 375E 175 it AWtM MN:HB114p8U31All200F 2W ft ASG flocculate 12D 120 CGFI — m in Amo 4 7/L) 3 M1Rl:HB11413U311A12225F ]25 ft CN.IBRA110N ® POWER tz ` 3x5AwGpnwerpa'r.l2wmolf erne¢rberpaia.Oumnnrratee<nnne<[on6Le a1Ti10[26.191 OI1W124.mi Cnnne Rors mble IISh Tape OYERCORE' ANTwIN nMENN4 MN:HB11433UJIBAU 25OF 250 It Q MN:H B114]3U3Mu375F 27s ft PLAN VIEW I_ W MN: 1113114-131.3111112 3001F 300h •Am Indomitable 2.5 RRHFS z x6 MN:HB114-211 12-325F 031]15.501 6 ' 3x4AWGpowe rail IIx multi mode fiber pal m,Outdoor rated mnne<mrs BLC 325 ft O.SBd[15t9 12L ONTL 3BERWSL SCA-Jr,- N.T.S. A—] NNER WRE Q ' MN:NBI14211 14-10- Mir 3U3M12-350F 350f[ OA9112.]91 Q MN:HBI]421 U3M12-375F 375 ft BLACAt REO �2® FILLER BLALN ftE01 RF3 IIY®R1DL JUYPFA GyS6E 50NE➢IRE BED Hybrid Aum per cable CHECKED BY: KB MN:HBF012-M3-5F3 5h 5%3x multi mode Flber pairs.Onttlmr is LC connecters 1/2 Cable 01.tID12119L� 920 O MN:HBF012 M3-10F1 10 ft OVER TAPE �� APPROVED BY: DPH MN:HBF012 M3-15F1 15 ft MN:HBF12 pM3-20F3 20 ft - SUBMITTALS MN:HBF012 M3-25F1 25 ft MN:HBF012 on 30F1 301t WgCN REV. DOTE DIM RIFTIUN BY �OupOR O RCORE Hybrid Burn F058 in le hi L MN:HB FOSE-0 power pair, 5it 0252[8001 5 h,lx B AW G power pa r,3x molt-motle fiber pairs,Outdoor&LC Connectors, BAWD WL OL WVtE is -'e 5/8 Cable -8 D 1MB!B AEya MOpEI: Ap%VIM14— zG MN:HBF058 08U1143 10F1 10 it IENGIH: 58.3 M N:11111`058-08U1M3 15F1 15h WID1H; 12,6 0217(SS01 OEP1H: 6.3 w MN:HBF058-OSU1M3-20F1 20ft 12 AN FIBER DIST. WFIGHf: JO L85 MN:HBF058-CBU1M3-25F1 25ft Ory-] PRFA' 4.9 SF 001/00/145mlfD FOR REY By $F MN:H8F058-08O N1J-30F1 30 ft SITE NUMBER' Hybrid Jumper carie BS03XC054 MN:HBF058-13U1M3-51F1 CALIBRA➢ON CONNECTOR 0 5 it 1x 6AWG power pair,31 multi mode fiber pairs,Outdoor&LC Connectors, 5h SITE NAME: ie<ame t PEQUOT APTS. V on:HBFO58-13U1M3-IOFIL lO it Q MN:HBFO58-13I.111,13-15F1 15h RF CONNECTORS Qe Em M EE e MN:HBF058-13mN13-20F1 2oh SITE ADDRESS: MN:HBF058-131 1M3-25F1 25 it Ai IN MN:HBF058-13U1M3-3GF3 30 it RF CONNECTORS Oo M M EM 12 FIRST STREET ASG GUT SALEM, MA 01970 - Hybrid Jumper cable MN:HBF078-23U1M3-5Fl 5h 0.+1]12.871 9128 BB2 5 X,]x 4 AWG power pur,3x multi-moeefiber pairs,Outdoor&LC Connectors, PLSULATEO EFO%Y 78 ca file GIAssRw PLAN VIEW do MN:HBF078-21111M3-er1`1 10 ft EQUIPMENT QLI MN:HBF078-21V1M3-15F3 15h DETAILS O MN:HBF078-21U1M3-20F1 20 f1 MN:HBF078-21V11,43-25F1 25h 84 12� MN:HBF078-21U1M3-301`3 30 fl STRONTRBFR OMLY 9ELT IIJm • NOTE:111 Cil TO CONRRM RIBEIRLD OPAR RIS£It CINE AND 1fi8iN JUMPER GA&E Intl NUMBERS 9EF0RE PREPARING 8011. 2.5 HYBRID CABLE X-SECTION AND DATA 2.5 ANTENNA SPECIFICATIONS A-7 SCAEE: N.TS. A— &CALF:N.T.S. A—J Sprint' _'' 1 INIFRNA W NAL BLVD,ME&W WeX.N10101 1a:IImp...&n SBA pDD�i� SBACC. INICAWNSCORP. M BMFONPMT ROM WEST BLUE BA AURLBOR00GX.M401)R ICI BUIZIi K7 a Hudson©NO QgM qg�r,Wgpyy �' Design Groupec (ft�'BAi1EB1'SOEN� .. IODRMMIL a '4% IYPOLG2DNORHEI 5WW N ANDOVmNA01BI5 FO:1978)bDRk DSS SURGE PROTECTOR POWER INJECTOR 5-8 ® ® 1 • - $�� ' ® ® U^ POWER INJECTOR 1-4 � Tem Sas-M z — _ ❑ #,.� *,... Jo 4170 7210 SAS-M 1- 7205 7205 SAR-5 ®oo A T' " r } IL LTE-BBU 2.SGHz a 1 LTE-BBU FDD - CDMA M1-BBU GROW H CUM MT-BBU PRIIV R PDPI PDP2 $ $ 15MHz SPLItIER o ETHERNET HUB SEC-B PWMART PROTECnON T1 SEC-9 p1, R1 a B5 OHO u� wx m ,a CHECKED BY: KB REGWIER SHELF PRIMARY 0 ❑ APPROVED BY: DPH +. RECTIFIER SHELF 2.SGHz SUBMITTALS -# REV. DATE DESCRIPTION BY < MOO 131 O 14 <.. FRONT VIEW FRONT VIEW EXISTING MMBTS OUTDOOR CABINET WITH 2.5 EQUIPMENT EXISTING 2.5 POWER BBU CABINET 0 m/DB/14 IS TGR Td N sF SCALE N.T.S. A-8 SCALE: RLS. a-B SITE NUMBER: BS03XCO54 SITE NAME: PEQUOT APTS. SITE ADDRESS: 12 FIRST STREET SALEM, MA 01970 9E[I1111E EQUIPMENT DETAILS SHUT MES➢ A-8 NSTANATON NOTES' 1 CONTRACTOR TO ST(6'IN FIELD SIZE OF EXISTING MOUNTING PIPE TO BE T& nD Sprint' �' SEW) PIPE VE (B"-O LONG). 2 VERIFY E RRH AND ANTENNA MODEL 4:AZIMUTHS WITH RF ENGINEER PRIOR TO INSTAUATON. 3. ROTATE EXISTING ANTENNA FRAME AS NEEDED TO ACCOMMOMTE INSTALL ANTENNAB. I wERMIgNAIXIVD.SUIIEM 4. RRH PLACEMENT TDR REFERENCE ONLY.CONTRACTOR SW PLACE FRH IN CORRECT ORDER `AAP.AHNIN<95 MATCHING INSTALL ANTENNA PLACEMENT AND ENSURE THAT THERE IS ENOUGH CLEARANCE FOR RATS TEL 1.1 meWI TO BE PLACED ON THE INSDE ON THE ANTENNA FRAME. 5. INSTALL EQUIPMENT TO BE MOUNTED PER MANUFACTURERS SPECIFICATIONS. SPECLAL CONSMUCIION NOTE SBA DDADD�I SPRINT TOWER TOP WORN B CONTINGENT ON THE FOLLOWING: t • COMPL.ENON OF A GLOBAL STRUCTURAL STABILITY ANALYSIS (PROVIDED BY ARE VENDOR). ' COMPLENON OF AN ANTENNq/RRH MOUNT STRUCTURAL ASSESSMENT(PRWIDED BY A&E VENDOR). ' GC SHALL FURNISH. INSTALL AND COMPLETE ALL REQUIRED STRUCTURAL MODIFICATIONS AS INDICATED SNA COMMUNICAVOM CORP. IN BEFORE-MENTIONED ANALYSIS AND ASSESSMENT. 3T WSION POST ROAD w.t Wn,33l ' SBA COMMUNICATIONS CORPOFATCN SIWLL PRPIDE WRITTEN ACCEPTANCE/APPROVAL FOR THE MARLICROUGKIAA01753 IELI3'.W)J5,. COMPLETION OF ALL TOWER/FOUNDATION SIRUCNPAL MODIFlGTIONS INCLUDING (AS NECESSARY) CONTROLLED CONSTRUCTION INSPECTIONS, 9 DP-DRAWING APPROVALS, MATERIALS TEST RESULTS, AND FINAL ENGINEER'S AFFIDAVIT. Hudson Design GTOupTc TNSf/AL 28CIh'S NIV MaRL1PD ro E11R101G 2 MOUNDNO RPE (MLN1M IKOosGWDnPER iEET _ BUTUNG EXISTING RRH DTPA A-) N.ANWVRry MA C I5W5F D TEL FA%',9I8)SIbSS% 0 0 0 0 Is F— 7 Or1'�a EXISTING PIPE MAST [DANIEL (SEE NOTE 3) a m I (�^1 rN IT EXISTING SPRINT ANTENNA RSIALL 1 3 EXISTING CLEARWIRE E%ISTNG LLGRAIRE Y2BTk ANTENNA (NPA DISH ANTENNA (ttPJ G'4`JE"LI ANTENNA MORRIS WE t SHRANK FOR CLARIff unTm1 AwoaM T 3 -': ;� , A-5 A-J INSTALL 3L5QHs ANTENNA MOUNDRED ON EJ931OLD PIPE(fYP.CE 1 PER INSTILL 25GHZ Pohl FgSRND M SETIM.MAL DE 3) MWNFID PEro _J METAL. PoINT MOUNTED,D0 ) TO,EXISTINGINGGMouNTIDG PIPE - EXISTING LLEARWIRE .. (MOUNT PER aEwlLuAcFLE1Eas [NGTHO CLGRWIRE DISH ANTENNA (ttP7 ANTENNA (TTP) SgDCE LIDO 01-05-14 BIH pgT,y1 2, AMpOAA CHECKED BY: KB MOUNTED ON EIMSIM; . a } PPE R. aF 1 PEII f SEc1aR.WAL OF 3) APPROVED BY: DPH _ SIT NESTICAL SUBMITTALS ANTEING SPROUT . PD9110N FROM Y60ML 250Th FAST MOUNTED REV. DATE DESCRIPTION BY ANTENNA $PROR RAD Ir%RET/AID �. DR EKISUNIT PER IIANUFACOUNT=POE IIIIIPI 111E IE VERIM'OL _ (�IMT MANUFACTURERS; EOUPL@rt SPIRE EXISTING RRH 30MNL MOD W IS 14 �.`� 0 01/DS/14 TRUED FOR RWEW SF SITE NUMBER: j I J oa1RL ZMDh AMnoA BS03XCO54 p�EDp( N�pSITE NAME: EAcHt ODER AE nummussi ,IIRP�(1�(R) E SENOR•=AL M 3) PEQUOT APTS. 1/2"MLBRATIDN GABLE=(1) 1/T RET EXISTING PIPE MAST CARIE TIE-RRAPB,G51E (SEE NOTE 3) � OSiN1 2ROIh RRN MOUNTED 10 SECURELY AND 01�A� PFR ) SITE ADDRESS: roNER SIRLICIIRiE,ANIEIfU 9uPPURf A FIRST STREET PIAlFD151 AND ANIEIDM PPE NASI. SALEM, MA D1970 EACH SECFOIO O13DAL(1)NTosa, EO E 4 MPE CARIE flIRN6HANE, C191� i SOURCE 1018 01-05-14 A-J AND OIIffR�YF/ALS ro �Y ATTACK wa EINSTEIN! STRUCTURAL CORE FIRM EPO MEDUSA ro RRN 2.5 ANTENNA AND RRH PHOTO DETAIL 2 DETAILS _ _ __ ----------------- fl00FTOP SCALE N.T.S. 5-1 NOR`ONE SECTOR SHOWN POR CIMT1' BEET IIIENR 2.5 ANTENNA AND RRH MOUNTING DETAIL c SCALE: N.T.S. S-I J eanu vAnN IN1Ie. - ELECTRICAL NOTES 1. 10 MO♦BI AND DRETIA L ALL DmPGNEHIS TO UPGRADE DOGNG 1)ALL E3EZTRCAL WOR( SAI cmDORN TD THE REIAAINEIENS OF Sprint' �' EfFCIHGIL$mruG CONDOR,CmIDGCTGR,PPG AND NCB IN THE NATIONAL EIECIRICAL DOGE ACCORDANCE NTII1 SPRINT CH6TRUCIION SIAJmVDS NW 2.5 NTLI InO11 MEG)As WELL.AS AA9lGHE srATE 06TNL OMR NDDm11N 9i00E W NOTICE 1013-000(PORDE REVA' 2 G N NmDSH AND DSWL UPGRADE THE DOSTIMI MAIDR dUYPEi6.TP. COMMGTOR,AND CONDOR TO A 1HmNN NEO RATNG FOR A 2)THE DE=Wk CONTRACTOR SHAH.COORDMATE ALL CONWR IINCERNATIONALBLVD.BUBEM RbTA11 TbT CAHFS tOO P.240Y CIRCUM. NTIN LOCAL.NEIN ONPAMES MID SPRDTT COf61WIC110N TO:Imol zv J." SYMBOL LEGEND NEW OR 1@PMBD pROmIDmO EGUHfI■NF,U■PER To SPRINT aRTIR1Dwa WRHOs ms AND EaummD RUP�ErTxls� O% SPECIAL WORK NOTE RGED -SPIONTmNMEF1ia0�S�ITLL-050!d�Mo D 24-1E �ALL EL 3�=D�®m TO EE GRADE.EXOTHERMIC CONNECTION IP/� 25 ANiDON RRN OSTIEL nm HMNL{IDFR 4)ALL NERAL CONOURTS SHALL BE PROVIDED WITH GRp UM BU9THT.S CONGUITS SBA DDS �AOPER,TIP. JUMPER,T'P. MECHANICAL CONNECTION � O)G NGOMRRAGTpR 5 CO�q S.TAPECOLLINSCOSMALL 1-- CABLE GROUNDING KIT -TrI I E%ISTINC NV H1H®BRIE IRO MmUSA WBE ORANGE EOR TELEPHONE AND RSO FOR ELLCTRm. HYBRIFLIX tl$E MB TOMUNICADAGCOR P. INSTALL MAIL CAERE pR0mmD1G SOF(TTP.AT J f SPOCDTATION REOUREM�RRID OR IbimµD r+a�ROUGKMA0752 LWEO SUniRE,(RO)GH-RNLI {2 UDGTmNS,TOP,WrMK AND AT FpIH1�l7 USRNNDEO.DL4ANl D GVPPEA I I I I gag 1E 6Y DRANOIGS AND SPECIFICATIONS I µNQ.VWY.INCmENFA1 DTMNL(1)NYmmTEX CARIE"I m ONLI) ODCRRNF VEGm NORK 10 PIEOYIOE COYPLEIE OPDNTNG AND APPROVED EIECROGL I I III � Im. "N"� ) Hudson us2m ON PIKER uBIE Eyp,. RB DR A WiE1P NUS! 8 a2mu1 coNIRAGIOR SAID PAT FI}5 PONT PERNIIs.Nm S E%ISnrvG 'Do IP BREAKER IN ^"^ �� NOF RE ISEO pl FlBIR PE4ONSmIE EOR OHFNNDTG SND PEIiH15 AND COORDPMTON OF Design GroupucO O2 E%ISnNc PPC, VERIFY RREAKER NSPECRWA. REQUIREMENTS WRH EQUIPMENT MArvuFAcnRER AND SPRINT EXISTING ANTENNA Exlsnnc FIBER Oy q2 SOLID TINNED P)EIECTmG1 AND TELCO MMG OUTSIDE A BHLOHO AND EXPOSED TO INLOSD�DBREEI GROUND RAR (AGB) DISTRIBUTION PANEL BCW COPPER IN UNDAt TINLL BE O WATER MET TIGHT GA MAW CO STEEL CCNDUIS BUMMGANORIH SUIIf YAO Td: 9J9159S153 2OU Pte, xlsTlrvc EOUIPMEM OR SCHEDULE ED PVC PFNYRIEp BY ND WHERE REpNRFD N.AemovER MA CIB65 FAC;I9JBI H4mDT D 20DF2P PNGl G--UrvD BAR (ECRL H UHRD TIGHT FIE1031E IRTN.OR NONI�TAWC COIIDIIIIA EXISTING GROUND I 10) RUR®CONWR SWEL RE SCHEDULE 40 PYO. llf�y�A EXISTING ELECTRICAL PANEL CONDUCTOR TO EXISTING =`lA Alm INSDOL 1S'UOUm 111E CCNDUIf FOR EXISTING IOOA-IP MAIN - TOWER GROUND RING FHER APNEIS ANp COtIDUCD16,9DPPCIEF CCNHAf I I 1 DECROGAL NOmD SHNL RE COPPER WITH TYPE moor.THIN. OR ��' AT 24'C.C.AND AT VERTICAL-IO-HOR®IIFAL■mm3 ?- clRcurt MEANER (MCS) INSUUTNNL 1�v �l'ti EXISTING SPRINT METER HSINL BBV I I I2 RDH wwnc,ral CONWR OR CAGE BETWEEN FEEGRPII UTILITY EP IN EXISTING METER BANK )) ['r+IJ P11)P. O FR M POWER AG LOAD E%ISTINC ODWiCATgN PHM AND PR0.IECF OWNER CDL SITE PPC AS DmCA Q CENTER MMBTS INIFRCONNELi E%ISTINC I I ON THIS DRAWNO.PROVIDE PULL LENGTH PULL ROPE. CCORHHAIE SOURCE _ .E%ISTINC AC POWER- cpepLBr I DIDfAUAOON WITH URUIY COMPANY. rl EQUIPMENT BBU - ll CABINE' C.INET 1 RUN 1E1L0 CONHAT OR CAERE BE111EEN TELEPHONE UIILTTY D Q 1�; FROM TELCO -EXISTING FIBER — =TamAND PROJECT OWNER CDL SITE MOD OVHNEF AND t- HIS CABINET AS DIMIED ON THE UMWNG WFULL LENGTH=.R7dN 1ROPE LEEcorRPROVIDE oEmNLmm P� V camuR A2 SOLID TINNED WEASUWNG TAPE AT EACH ETD. f COPPER TO EXISTING SST�1S' p2 SOLID TINNED NO 1 �O�,qL COPPER TO EXISTING GROUNDING RING 11� _ 14) EIDER aPRC CwCN15 AWL BE IN ACCORDANCE WITH EEC ARTm1E GROUNDING PING I L ROUND BAR (MGB) ® 'AYO-OPINAL RBER G1BIE5 AID PACEWATS 1'.0 COMIUNmATNN6 CIXCUIS SHALL BE H ACCORDANCE WIN JED Egsrwc MAN GROUND-T EXISTING GROUNDING CONNECTION I�CIE BW-COW/UNIGIIOIb SYSTEMS. TYPICAL POWER AND GROUNDING ONE LINE DIAGRAMS(REV A) SCALE: N.T.S. E-1 CHECKED BY: KB 7-71 APPROVED BY: DPH SUBMITTALS RN.. MTE DESCRIPTION ITT ■ E OE%ISTING IDOA-1P WIN CIRCUIT BREAKER (MCB) A EI�I D m/Da/'a 65um MR ReneA SF 501■✓GE:Imo 01-w-14 _sa,.. SITE NUMBER: �S BS03XCO54 !!{[ 2SITE NAME: PEQUOT APTS, OEXISTING 1ODA-IP 2 MMRTS CIRCUIT BREAKER L eUcaR'APP' I . CIt�°j SITE ADDRESS: 12 FIRST STREET 5 }i'�sf�7 SALEM, MA 01970 O 1: SOURCE: Imo 01-0 14 - SM ONE EXISTING PPC BREAKER PANEL z ONE LINE DIAGRAM SCALE: N.T.S. E-I EfEi ILYHR E- 1 PROTECTIVE GROUNDING SYSTEMS GENERAL NOTES- SYMBOL LEGEND 1. RDANDRR SH4L E W ACCRADVAE YRIN NFD ARTR2E zso-aaurmxo Sprint EXOTHERMIC CONNECTION - AND"AND. 2. GRGLP0R0 SHALL E R ACCORDANCE WITH SPRINT SSED DOCUMENTS; • MECHANICAL CONNECTDN =11,02.00,11I.8010m GRW ARE,MANSENB PROMIXTI FOR CELL ... ND 101S10CO2'SE IESSfMIOE r0 DRAW TISDA'. II N`X.'KKALULv0.SurtF WO MAXRMG. l.'.I5 CABLE cRoun'DINc KIT S PRONE GRGLRlD CONNFLTDEA POR 111 IETNNC SRBOnRES. IO'1B001 u1'1E1I - FMGLDAlIE1 PdCETAVS M0 OTEDe CONpUCINE IIFYS AS50.MlFD MRi TIE IEifAUAlION OF OWNFA'S FDUFIOTT. A GR0110 CONNECIRONS:GLEAN SURILYS WGRWWLLT RREEI APPLYM UNLESS NOTED OTHERWISE,ALL BONDING CNOIIEO LUGS OR GAWPS F SURFXCE R MIM REMOVE TE CDUDeIi, CONDUCTORS PRE 2p SOLD TNNED BCW. IPRY A WN-WRIYE APPROVED COIOOIRO ro QEYI BNFICE A10 SBA A ff sNAE U E GR ED,m ucNR DLLVN�NG E BERNARD RXW 1ETAL v BA rt Rwl E vADTIm aR 1o11LTED w MM TiALVNAY GR EIRITF2. EXISTING GROUND CONNECTION S AIL G DU DDeO MRFS RWL PROPDE A STRAIGHT OOMINMD PATI ro —' GROUND MIX GRADWL ENDS AS RECLINED.GROUND RARE SNAIL NET E LOOPED OR SHARPLY ENI. SIPCGM,v,UNICATIONSCOAR, EXISTING MASTER GROUND MR (MORE M5C4TON GBROADWBTSUUCM S. ALL CIAIO9 AND SUPPORTS Ih4D ro SwPOR!TE GRDNAGD SYSIFY M4RLBGRWGK MAUI. TEL(SNB)251 IW) ?/ CONDUDR6 AND PVC COIDIAIS SHVL E PW TYPE ORIGIN W mucirm J. BO EAB USE MEDAL RACKETS OR SUPPUR15 WHICH WOULD FERN A EXISTING EQUIPMENT GROUND 84R (EGB) I BBO F1�V190N COMFIEIE IDIO AIeO1RD ANY GRGLDOGA ORDUCIOR. FDUFIEIRroRRR) T. AIL REGARD ITRES SRW!E 12 SON DINNED GRAN UIEFSS NO ED Hudson© F M ERNS 10 E%ISnNG g2 STRANDED,�T�� ' T a PRo1AE DfLGhD 'VIO fOPPFA GROUND WAR fTwY EACHNREMAA Design GroupucO INSULATED COPPER (nP. -- �-- YGLIMDA PRE ro�CXNIE P. QAIRO NTS VR DL49,R1AL0.9,CAERE R'Gft N0 0111ER LQ:TMIIC COMPONENTS MM S PEUUTFD 1DOOD SMNdf1D COPPER ORGLR01N0 tdW GSGOODSTxI£T DSINL WRTN11 GROUND AT AND �- ORARDIDILS NA ro IEtAAED IMM 1ROIRlIED GROUND RV DING31NORIHSUIIEB LEL tMIISEI-+Sf.S Ofix.R.E D X1711 2-IDLE LUO I BNAS CONNECTION DETAILS SHALL MILION WNIOACTUREn N.ANDOVER,MA CONS Fax 10161 S1bSS96 N I EXISTING SPS NOR D61NL HYBETOT AND I SSU EXISTING EQUIPMENT la EAGL1 FDTGP CABINET SHALL.E CONMFLTFD ro WE MASBFN EAIATRe CABINET CROUNOING RAR (EGB) GABLE sRGIADRo Ar __—_—__� wRLL R RAR(NAB)MRI h SAID TBDDD BA WUFIIEM D1IDaTs . tt+, 0. �,I �MAYE VJ eoxwEcrlDru. EXISTING FIBER DISTRIBUTION BOX I D6EL DRBLWAL GRONIID MID ((y� I /8 PSMIFD MRI z-HOLE LW 11.HARRIFUER�XAIIPER CABLES AT 19 1 111911T CABINET EN ANNE WNG � MEM N f6flt ' -- MERRIL.HIRA IE% NwarCiwmrs GUIDELINES. MEN F119RIEE GABLE 200 EXCEEDS '. P. '�i AND w omoj oR%sUPPONf AM1,f�1,m�aN�lyA.,,A,ND GROUND AT WIFNVMS NOTEITFIDWG IRF. CONDUCT AT 24'O.C.ANDA I __ RETROFIT "^`�G"`^^`^ 'pr 12 TE NRWCIOR ANLL VERT TW WE EX6TPA GROUND BYA CI T VEREG1L-ro-XOIRONBAL BENDS `.. xISTINc MMBTS ENomm SPNE/IAI6 FOR ABORANAL TNR IAIE IUOS. (REFER i0 RAN J 4 i LU EQUIPMENT REDS) 11 ERORDIUOC 1OAL.1J E:NIWE RECOMMENDED MR RIYSMALL 00101ECIAN NNEIRE m ON TVPE-z wLEs BN uM3 w DELI ECI ro• r `QSTER� C,�r FURNISH AND m=) 1d'UR CLWP.TE COCAINE CARE SHNL E CMiFD LATIN AN N111 Nrt �t1 nE Cwdm PAR Pune W�. MESABI BEnS RANEE THE GRAN mwacmrs EJ �bNAL E�� F BERR I CONE Ir AT 24'as AND 11E CONIENCIOR RLAIL MUDN YYAi/C URRO S RECOROBGDED TgAUES T _ A VEFIIGL-ro-IOIRMBAL BROS ON WE BOLT/SS y TO 5ELTME CO NECTION& EXISTING MAIN GROUND F- TI TOP HAT IN 1ti AT ALL LET AND EI E FWFEM ETG OUNNRS PNRl,ND FRNB9 fF O DFA[NBGEf EWFIFNf AND MERE E)FOSFD FOR IR UDINIS D ABLE ROL EENT m A TERMWTXMSHIALLT(PE L PEiRM LEER TIMI 1101E BOLTED CREWS. 1 (REFI]i ro ANN DOIIIREsssgn TTE Wag Mm 91NN16R STEL SELF-swPOA scRXNs ry FDIIPIENf MDS) IS WE MASTER BROWN RNR 011 SINAL E MADE CF RAE 1/4'#' CawER Bllff APMYARon rt SHALL E TIRED ca=A1011 LIRE ro AOCONADAE WE RECRA ED WINDIER OF OROIRO COAECIANL WE HARDWARE SECURING WE INA SIN21 BELTRCAL NOTE: HYBRIF1.Ex (FIBER R POWER) AND H1'BRIFIE( (FIBER-ONLY) D6ULNE TE NOR BRAIN ANI SIRA U E TO MEN R D BARTERED. SHOWN. REFER TO RAN EQUIPMENT REDS FOR 517-SPECIFIC SCENARIO. IS NL BOLTS,PIFDEJE,AND NUTS USED ON RDIIOFA C0A0CIAIS � SNYL E bTMOE53 STFFL 2.5 RAN EQUIPMENT GROUNDING SCHEMATIC / '� 'T'A SNI ERIN AS TTM RDPIt SN XR."TmCO PPRODuc:Mm SCALE: N.T.S. F-z In FOR NET OR RBLPINem OROINODA EDURIOrt REFER M SPRGO CHECKED BY: KB GRn0A 5wAANDA 10L21RFfXme12 ppPROVEO BY: DPH -SPRgB ENOPNEIDIO LETTER EL- GATED 04-20-12 A2 AWG STRANDED INSULATED, P4 OR BUTT CONDUCTOR INSULATION UP AGAINST - SUBMITTALS SOLD AWG SO CU CONDUCTOR WITH - THE CONNECTOR BARREL GREEN. 6OOV.THWN-2 INSUTATION REV. DATE DESCRIPTION BY INSPECTION WINDOW REQUIRED FOR ALL INTERIOR TWO-HOLE CONNECTORS EXTERNAL TODTHED EXISTING GROUNDING BAR DN WA11, S/BbXI 1/2' FLOOR, OR ON ANTENNA TOWER 5/5 NLrt 1 0 01/08/14 ISSUED FOR REAM S ® 0 ® 0 0000 COLO sXRINK OR s/s LOCK wnsnER SITE NUMBER: 0 0 0 0 0 0 0 0 0 0 0 0 APPROVED EQUAL BS03XC054 ® 0 5/s FIAT WASHER — — I'LAIN SITE NAME: PEQUOT APTS. APPLY NO-ox SITE ADDRESS: 1/4'MW 12 FIRST STREET TWO HOLE SPADE,TO BE USED SALEM, MA 01BJD TO CONNECT TO GROUND BAR 5/5 FIAT WASHER GROUND RSR 4EII TIME NOTES 1. APPLY NO-Ox TO LUG AND BM CONTACT SURFACE. GO NOT COAT INLINE 5/S BOLT (1 OF 2) COLD SHRINK OR GROUNDING DETAILS LUG. APPROVED FDIIAL AND NOTES 2.1E STOLEN GROUND THRIE BARS ARE ENCOUNTERED, CONTACT SPRINT CM FOR REPLACEMENT TIRLIDED ROD NR. TNNEO COPPER GROUNDING BPR 51FD RR. INSTALLATION OF GROUNDING CONDUCTOR TO GROUNDING BAR r2 TWO HOLE LUG SCALE: N.T.S. E-2 SCALE: N.T.S. E-2 Project:.BS03XCO54(SBA-MA95907-L) °a9a Bottom Frame . . Ethan Carrier Location:Beam I ) / [ � Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Suite 3090,Bldg 20N or [2009 International Building Code(AISC 13th Ed ASD)) North Andover,MA 01845 A36 W8x21 x 10.58 FT Section Adequate By.1254.8% StruCalcVersion 8.0.113.0 ;1192014 12:41:12 PM Controlling Factor Moment LOADING DIAGRAM - DEFLECTIONS Center - - Live Load 0.01 IN UMAX Dead Load 0.61 in Total Load 0.02 IN 05779 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 deo H Q2u�- ,� REACTIONS 6. @ a Live Load 289 Ib 178 Ib ,t Dead Load 499 Ib 434 Ib Total Load 788 Ib 612 Ib - Bearing Length 0.70 in 0.70 In BEAM DATA SegtltEL .._. Span Length 10.58 ft ts.eae Unbraced Length-Top 0 ft Unbraced Length-Bottom 10.58 N. STEEL PROPERTIES 7Beam M LOADS :Center W8k21 -A36 Live Load 0 p0 Dead Load 0 pit Properties: lf Weight21 pif Yield Stress: Fy= 36 ksi form Load 21 plf Modulus of Elasticity: E= 29000 Is! POINT LOADS-CENTER SPAN Depth: d= 8.28 in Load Number One Three Web Thickness: tw=: .0.25 in Live Load 173 Ib 294 lb Flange Width; bf= 627 in Dead Load 162 Ib 397 Ib Flange Thickness: tf= 0:4 in Location 2:08 ft 5:1T ft Distance to Web Toe of Fillet: k= 0:7 in Moment of Inertia About X-X Axis: ix= 75.3 in4 TRAPEZOIDAL LOADS-CENTER SPAN Section Modulus About X-X Axis: Sk`= 18.2 in3 Load Number Qgg Plastic Section Modulus About X-X Axis: ZX= 20.4 in3 Left Live Load 0 pit - Design Properties per AISC 13th Edition Steel Manual: Left Dead Load 20 pit Flange.Buckling Ratio: FBR= .6.59 Right Live Load 0 pit Allowable Flange Buckling Ratio: AFBR= 10.79 Right Dead Load 20 pill Web Buckling Ratio: WBR= 27:52 Load Start 3 it Allowable Web Buckling Ratio: AWBR=. 106.72 Load End 10,58 it Controlling Unbraced Length: Lb= 0 It Load Length 7.58 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 5.25 It Nominal Flekural Strength w/safety factor. Mn= 36647 ft4b Controlling Equation: F2-1 - Web height to thickness ratio: h/tw 21.52 Limiting height to thickness ratio for eqn.G2-2:h1tw-limit= 63.58 Cv Factor: - Cv= 1 Controlling Equation: G2-2 Nominal Shear Strength w/safety factor: Vn= 29808 Ib Controlling Moment: 2705 ft4b 5:18Ft from left support of span 2(Center,Span) Created by combining all dead loads and live loads on span(s)2: Controlling Shear: 7881b At left support of span 2.(Center Span) Created by combining all dead loadsandJive loads on spans Comparisons with required sections: Bead Provided Moment of Inertia(deflection): 3.13 in4 75.3 ln4 Moment: 2705 ft-Ib 36647 ft4b Shear: 788 lb .29808 ib NOTES - Project:BS03XCO54(SBA-MA95907-L) [P:;efEthan CarderLocation:Beam J(Bottom Frame) Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street Suite309%Bldg20N [2009 International Building.Code(AISC 13th Ed ASD)) North Andover,MA 01845 A36 W10x22 x 10.58 FT Section Adequate By:297.0% StruCalc Version 8.0.113.0 1/9/2014 12:41:12 PM Controlling Factor.Moment. LOADING DIAGRAM DEFLECTIONS Center Live Load 0.01 IN UMAX Dead Load 0.05 in Total Load 0.06 IN.U2060 Live Load Deflection Criteria:0360 TotalLoadDeflection Criteria:0240 wv aty� � REACTIONS A @ pt2 a Live Load 435 Ib 428 Ib Dead Load 2031 Ib 2640 Ib 1i TotalLoad2466 Ib 3068 lb Bearing Length. 0.66. In 0.66 in BEAM DATA Center - Span Length 10.58 ft lose h - Unbraced Length-Top 0 ft Unbraced Length•Boftom 10.58 ft - STEEL PROPERTIES UNIFORM LOADS Center W10x22-A36 Uniform Live Load 0 plf Uniform Dead toad 0 plf Properties: Beam Self Weight 22 plf Yield Stress;. Fy= 36 ksl Total Uniform Load 22 plf Modulus of Elasticity: E= 29000 ksl POINT LOADS-CENTER SPAN Depth: - d= 10.2 in Load Number QdQ Two Three Egim Web Thickness: tw= 0.24 in Live Load 173 ib 294 Ib 99 Ib 297 Ib Flange Width: bf= 5.75 in Dead Load 16216 670 lb 1712 lb 181816 Flange Thickness: tf= 0.36 In Location 2.08 ft .5.17 R. 5.5 ft 7.08 It Distance to Web Toe of Fillet: k= 0.66 in Moment of Inertia About X-X AXIS: Ix=- 118 in4 TRAPEZOIDALtOADS-CENTER SPAN Section Modulus About X-X Axis: Sx= 23.21n3 Load Number QQg Plastic Section Modulus About X-X.Axis: ZX= 26 In3 Left-Live Load 0 pit - Design Properties per AISC 13th Ed-Rion Steel Manual: Left Dead Load. 15 plf Flange Buckling Ratio: FBR= 7.99 Right Live Load 0 plf Allowable Flange Buckling Ratio: AFBR= ,10.79 Right Dead Load 15 plf - Web Buckling Ratio: WBR= 37 Load Start 5.5 It Allowable Web Buckling Ratio: AWBR= 106.72 Load End 10.58 ft Controlling Unbraced Length: Lb= 0 ft I Load Length 5.08 ft Limiting UnbracedLength- _ for lateral-torsional buckling: Lp= 5.54 ft Nominal Flexural Strength w/safety factor: Mn= 46707 ft-Ib Controlling Equation: F2-1 Web height to thickness ratio: h/tw 37 Limiting height to thickness ratio for egn.G2-2i h)tw-limit.= 63.58 Cv Factor. Cv= 1 Controlling Equation: G2.2 Nominal ShearStrength w/safety factor. Vn '35251 Ib Controlling Moment: .11765 ft-iQ 5.5 Ft from left support.of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2. Controlling Shear: -3068.Ib 11.0 Ft fromleft support of span 2:(Center Span) Created by-combining alt dead.loads and live loads on spans Comparisons with required sections:- RedA Provided Moment of Inertia(deflection):: 13.751n4 118 in4 Moment: 11765 ft-Ib 46707 ft-lb Shear. -30681b 352511b NOTES Project:BS03XC054(SBA-MA95907-L) page Location:Beam K(Bottom Frame) Ethan Carver / l Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Suite 3090,Bldg 20N er [2009 International Building Code(AISC 13th Ed ASO)] North Andover,MA 01845 - A36 W8x21 x 10.58 FT Section Adequate By:385.3% StruCalc Version 8.0.113.0 1/9/2014 12:41:12 PM Controlling Factor:Moment LOADINGDIAGRAM - DEFLECTIONS .Center - - Live Load 0.02 iN U8118 Dead Load 0.05 in Total Load 0.06 IN U2000 Live Load Deflection-Criteria:.L/360 Total Load Deflection Criteria:U240 REACTIONS A ftn_ R a} Live Load 465 Ib 499 Ib kJe�ti \) Dead Load 1338 Ib 1558 Ib Total Load 1802 It, 2057 Ib Bearing Length 0.70 in 0.70 in BEAM DATA Center - Span Length 10.58 ft loser Unbraced Length-Top 0 It Unbraced Length-Bottom 10.58.ft STEEL PROPERTIES 7UNformUve DS Center W8x21 -A36 oad 0 plf Load 0 pif Properties: ight 21 pif veld Stress: Fy= 36 ksi oad 21 pif Modulus of.Elasticity: E= 29000 ksi POINT LOADS+CENTER SPAN Depth: d= 8:28 In Load Number gIM Two Three. Em Ewe Web Thickness: by= 0.25 in Live Load 210 lb 1791b 99 lb 179 Ib 2971b Flange Width: bf= 5.27 in Dead Load 374 ib 3491b 728 Ib 3461b 7971b Flange Thickness: ff= 0.4 M Location 2 ft 5.5 ft. 5.5 ft 7 ft 7 ft Distance to Web Toe of Fillet: k= 0.7 In Mordent of Inertia About X-X Axis: Ix= 75.3 1n4 TRAPEZOIDAL LOADS-CENTER SPAN Section Modulus About X-X Axis: Sx= 18.2 in3 Load Number 4Dfl - Plastic Section.Modulus About X-X.Axis: ZX= 20.4 in3 Left Live Load 0 pH Design Properties per AISC 13th Edition Steel Manual: Left Dead Load 15 pit Flange Buckling Ratio: FBR= 6.59 Right Live Load 0 pit Allowable Flange Buckling Ratio: AFBR= 10.79 Right Dead Load 15 pit Web Buckling Ratio: WBR= 27.52 Load Start 5.5 It Allowable Web Buckling Ratio:: AWBR= 106.72 Load End 10.58 It Controlling Unbraced Length: Lb= ' 0 It Load Length 5.08 It Umiting Unbraced Length- --. - for lateral-torsional buckling: Lp= 5.25 6 Nominal Flexural Strength w/safety factor. Mn= 36647 fl-lb. :Controlling Equation: F2-1 Web height to thickness ratio: h/tw= 27.52 Limiting height to thickness ratio for eqn.G2-2t h/tw4imit= 63.58 Cv Factor. Cv= 1 Controlling Equation: -G2-2 Nominal Shear Strength w/safety factor. Vn= 29808 Ib. Controlling Moments 7551 ft-16 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2 Controlling Shear: 205716 11.6 Ft from left support of span 2(Center Span) Created by combining 611 dead loads and live loads on span(s, Comparisons with required section's: Recd Provided. Moment of Inertia(deflection): 9.04 Ino 75.3 164 Moment: 7551 ft4b 36647 fl-Ib Shear. -2057 lb 2980811b NOTES Pmjecb BS03XCO54(SBA-MA95907-L) "ge Ethan Cartier / Location:Beam L(Bottom Frame) i Hudson Design Group LLC Multi-Loaded Multi-Span Beam 1600 Osgood Street,Suite 3090,Bldg 20N or [2009 International Building Code(AISC 13th Ed ASD)) North Andover,MA 01845 A36 W8x21 x 10.58 FT Section Adequate By:1344.6% StruCalc.Version 8.0.113.0 179/2014 12:41:12 PM Controlling Factor.Moment LOADING DIAGRAM - DEFLECTIONS Center Live Load 0.01 IN UMAX O Dead Load 0.01 in Total Load 0.02 IN U5972 Live Load Deflection Criteria:U366 Total Load Deflection Criteria:U240 REACTIONS A B Live Load 147 Ib 211 Ib Dead Load 409 Ib 544 Ib Total Load 556 Ib 756 ib .D Bearing Length 0.70 in 0.70 in BEAM DATA Center Span Length 10.58 ft 10.58 ft Unbraced Length-Top 0 ft Unbraced Length-Bottom 10.58 ft STEEL PROPERTIES UNIFORM LOADS 'Center W8x21-A36 Uniform Uve Load 0 pif Uniform Dead-Load 0 pit Properties: Beam Self Weight. 21 pif Yield Stress: Fy= S6 ksi Total Uniform Load 21 plf Modulus of Elasticity: E= 29000 ksi POINT LOADS-CENTER SPAN Depth: d= 8.28 in Load Number QM TWO Web Thickness: tw 10.25 in Uve Load 179 Ib 179 lb Flange Width: bf-= 5.27 in Dead Load 224-lb 224 lb Flange Thickness: if 0.4 in Location 5.5 ft 7 ft Distance to Web Toe of Fillet: k= 0.7 in Moment of Inertia About X-X Axis: Ix= 75.3 in4 TRAPEZOIDAL LOADS-CENTER SPAN - - SectionModulusAboutX-X Axis: Sx= 18.21n3 Load Number One - TWO Plastic Section Modulus About X-X Axis: ZX= 26.4 in3 Left Live Load 0 pif 0 pif Design Properties per AISC 13th Edition Steel Manuel: Left Dead Load 20 pif 13 pif Flange Buckling Ratio: FBR= 6.69 Right Uve Load 0 pif 0 plf Allowable Flange Buckling Ratio: AFBR 10.79 Right Dead Load 20 pif 13 plf Web Buckling Ratio: WBR= .27.52 Load Start 2 8 2 it Allowable Web Buckling Ratio: AWBR= 198.72 - Load End 10.58 ft 10.58 ft Controlling Unbraced Length: Lb= O ft. Load Length 8.58 It 8.58 ft Limiting Unbraced Length- for lateral-torsional buckling:. Lp= 5.25 ft Nominal Flexural Strength w/safety factor. Mn 36647 ft4b Controlling Equation; F2-1 Web height to thickness ratio: hltw= 27.52 Limiting height to thickness ratio for eqn.G2-2:h1tw4imit= 63.58 Cv Factor: Cv:= 1 Controlling Equation: G2-2 Nominal Shear Strength wl safely factor: Vn= 29808 Ib Controlling Moment: 2537 ft4b 5.5 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads onspan(s)2 Controlling Shear: -756 ib 11.0 Ft from left support of span 2(Center Span) Created by combining all dead loads and Irve loadsonspan(s Comparisons with required sections: Read Provided Moment of Inertia(deflection): 3.03 in4 75.3 in4 'Moment:- 2537 ft4b 36647 ft-1b Shear. -756 ib 29808 Ib . .NOTES Project:B503XC054(SBA-MA95907•L) Ethan Carder page Location:Beam M(Bottom Frame), Hudson Design Group LLC Mufti-Loaded Multi-Span Beam i 1600 Osgood Street,Suite 3090,bldg 20N m [2009 International Building Code(AISC 13th Ed ASD)] North Andover;MA 01845 A36 W10x22 x 20.0 FT Section Adequate By:245.2% ShuCalc Version.8.0.113.0 1/9/201412:41:12 PM Controlling Factor.Deflection LOADING DIAGRAM DEFLECTIONS Camer Uve Load 0.06 IN U4272 Dead Load D.23 in Total Load 0.29 IN U828 Live Load.Deflection.Criteria:U360 TotaLLoad Deflection Criteria:U240 REACTIONS A - R 4 Live Load 732 Ib 604 lb Dead Load .2559 Ib 2158 Ib y- 3 Total Load 3292 Ib 2761 16 Lorr^.? i Bearing Length 0.66 in 0.66 in - 1 BEAM DATA .Center Span Length 20 ft loft Unbraced Length-Top 0 it Unbraced Length-Bottom 20 it STEEL PROPERTIES UNIFORM LOADS Center W10x22-A36 Uniform Live Load 0 -pif Uniform Dead Load 0 pit Properties: Beam Self Weight 22 pff Yield Stress: Fy= 36 ksi Total Uniform Load 22 pif Modulus of Elasticity: E= 29000 ksi POINT LOADS•CENTER SPAN Depth: d= 10:2 in Load Number I= Three Ew E(vg Web Thickness: tw= 0.24 7n Live Load 2891b 4361b 465 Ib 147 Ib Flange Width: bf= 3:75 in Dead Load 499 ib 2031 lb 1338 Ib 409 Ib Flange Thickness: 0= 0.36 in :Location O ft 5.5 ft 14.5 ft 20 ft,. Distance to Web Toe of Fillet: k.= 0.66 in Moment of Inertia About X-X Axis: Ix 118 In4 Section Modulus About X-X Axis: SX= 23.2 in3 Plastic.Section Modulus About X-X Axis: Zx= 26 in3 Design Properties per AISC 13th Edition Steel Manual: - - Flange Buckling Ratio: FBR= 7.99 Allowable Flange Buckling Ratio: AFBR= 10.79 Web Buckling Ratio:. WBR= 37 Allowable Web Budding Ratio: AWBR= 106.72 Controlling Unbraced Length: Lb= 0 it Limiting Unbraced Length- for lateral-torsional buckling: LP= 5:54 it Nominal Flexural Strength w/safety factor. Mn= 46707 ft4b. Controlling Equation: F2-1 Web height to thickness ratio: hltev 37 Limiting height to thickness ratio for egn.G2-2:h/tw-limit= 63.58 Cv Factor. Cv=. A Controlling Equation: G2-2 Nominal Shear Strength w/safety factor Vn= .35251 Ib Controlling Moment: 13429 ft4b 5.6 Ft from left support of span 2(Center Span) Created by combining all dead loads and live loads on span(s)2. -Controlling Shear: - +2761 Ib At right support of span 2(Center Span) Created by combining,all dead loads and live loads on.span(s Comparisons With required sections:- SPAd Provided Moment of Inertia(deflection): 34.16 in4 1'18 in4 Moment 13429 ft-Ib 46707 ft-1b Shear: -2761 to 352511b Project:BS03XCO54(SBA-MA95907-L) °'B0 5.. EthanCarrier Location:Beam N(Bottom Frame) I Hudson Design Group LLC Multi-Loaded Mul&Span Beam 1600 Osgood Street.Suite 3090,Bldg 20N a, [2009 International Building Code(AISC 13th Ed ASD)] North Andover,MA 01845 A36 W10x22 x 20.0 FT Section Adequate By:174.5% StruCaloVersion 8.0.113.0 1/9/2014 12:41:12 PM Controlling Factor:Deflection LOADING DIAGRAM DEFLECTIONS Cents Live Load 0.06 IN U4148 Dead Load 0.31 in Total Load 0.36 IN U659 Live Load Deflection Criteria:U360 Total Load Deflection Criteria:U240 \, REACTIONS A @ Live Load 626 Ib 690 Ib s Dead Load 3196 Ib 2820 Ib �" Qeta Total Load 3822 Iti 3510 Ib - Bearing Length 0.66 in 0.66 In BEAM DATA Qgpjg[ - - -� Span Length. 20 k - 20R. Unbraced Length-Top 0 ft Unbraced Length-Bottom 20 ft. STEEL PROPERTIES 'UNIFORM LOADS Center W10x22-A36 Uniform Live Load 0 pit Uniform Dead Load 20 plf Properties: Beam Self Weight 22 pit Yield Stress:. Fy= 36 ksi Total Uniform Load 42 plf Modulus of Elasticity: E.= 29000 ksl POINT LOADS=CENTER SPAN Depth: d= '10.2 in Load Number Ong In Three f9z Web Thickness: tw= 0.24 in Live Load - 178 Ib . 428 Ib 499 lb 211 lb Flange Width: bf= 5.75 in Dead Load 4341b 2640 Iti 1558 Ib 544 to Flange Thickness: tf= 0:3§.in Location 0 ft 5.5 ft 14.5 It 20 ft Distance to Web Toe of Fillet: k= 0.66 in Moment of Inertia About X-X Axis: jx= 118 tn4 Section Modulus.About X-X Axis: Sx.= 233'M3 _ Plastic Section Modulus About X-X Axis: Zx.= 26 in3 Design Properties per AISC 13th Edition Steel Manual: Flange Buckling Ratio: FBR= 7.99 Allowable flange Buckling Ratio: AFBR.= 16.79 Web Buckling Ratio: WBR= 37 Allowable Web Buckling Ratio: AWBR:= 106.72 Controlling Unbraced Length:. Lo= 0 ft Limiting Unbraced Length- for lateral-torsional buckling: Lp= 5.54 It Nominal Flexural Strength w/safety tactor. Mn= 46707 ft--lb Controlling Equation: - F2-1. Web height to thickness ratio: h/tw= 37 Limiting height to thickness ratio for eqn.G2-2:hllw-limit= 63.58 Cv Factor: - - Cv= 1 Controlling Equation: G2.2 Nominal Shear Strength w/safety factor: Vn.= 35251 Iti Controlling.Moment: 17011 ft-Ib - 5.6 Fl from left support of span'2(Center Span) Created by combining all dead loads and live loads on span(s)2. Controlling Shear: 35101b At right support of span 2(Center Span) Created by combiningall dead loads and live loads on span(s- Comparisons with required sections: BOW Provided Moment of Inertia(deflection): 42.98 Intl 118'In4 - Moment: - 17011 ft-Ib 46707'ft4b Shear: -3510 Ib 35251 Ib .NOTES Hudson© Design Groupuc Antenna Calculations Date: 01/09/14 Project Name: Pequot Highlands/Winn 44 Project Number: BS03XC054/MA95907-L Hudson J4 D Designed By: EC Checked By:MSC Design Groupuc O 2.6.5.2 Velocity Pressure Coeff: K,=2.01(z/z8)z/° z--E (ft) Ze (ft) K,= 1.349 a= Kzmin 5 Kz 5 2.01 Table 2-4 Exposure Za a K,min Ke B 1200 ft 7 0.70 0.90 C 900 ft 9.5 0.85 1 D 700 ft 11.5 1.03 1.10 2.6.6.4.Topo¢raphic Factor: Table 2-5 Topo.Category Kr f 2 0.43 1.25 3 0.53 2 4 0.72 1.5 K:,= [1+(Ke K✓Kh)]2 Kh=a(f*x/H) Kn= #DIV/O! Kh= #DIV/01 Ke= OF(from Table 2-4) (if Category I then K,!=1.0 Kt= 0 (from Table 2-5) If-- 6 (from Tablet-5) Category= j i z 135:6 H= (Ht.above surrounding terrain) Kr= 1.001 �\ WIRELESS VERRON WIRELESS 118 FLANDERS ROAD WEST80ROUGH, MA 07587-3956 2 Existing Venzcn Wireless FFM Frame (Typo—i/Sector) (TO BE RELOCATED) Ext�USALEM MA HD Existing Ballast Fo M unlatl TaBuild,n,g Vein an �g lFacaUoess tenno Mount Antennas A (Typ.)'"� IrNm �(TO BE Sector) (9 lataQ i (TO BE RELOCATED) ExfaUng Chimney I ANTMO DRAWINGS I Existing I Existing Antenna I Existing Roof Dog House Ballast Mount —Mounted Condulte Existing Dish I. From, (TypJ (Typ�) Antenna (Trp.-2) Existing F•is;ing Equipment Varizan I rom . Wireless Dog ! / — / Existing House _ e�_��y— Existing Roof 0 10/06/17 FOR CONSTRUCTION. Access OoorVent (Typo) o 7 h etDewberry® Penthouse Existing Steel Frame (T,,) Existing �; ; ' ❑ 1 E,uipmant nn Frame If DBWbelryc. =EngIneers LIMMER RIDE 1011 FLOOR O ` 1HONEN81 696 13100 Penthouse PAX:617,0954310 &fisting S1e,l Existing ` Flame (Typ,) + Steel Frame � I I! Beta f Existing Antennae Evicting Varizan Wirclesa Root i� ' µT. LLL... Mounted To Frame Mounted Cable Tray (Typo) (Trp.) (SEE NOTE axialing Verizon Wireless Antenna _ C✓� I' �� Mounted To Building Facade _(Typo—}/Sector) C9 fatal) Existing Verizon Wireless Antenna (TO — RELOCATED) _ Mounted To Building Facade DRAWN BY: JG (Typo-3/Sector) (9 mta�) (TO BE RELOCATED) REVIEWED BY: OAS EXISTING ROOF PLAN CHECKED BY: BBR SCALE:1/10•.1' FOR 11'x17• _ 1/e•-1' FOR zz•xsa• PROJECT NVMBQt: 80002925 0' 4' 8' 16, ® 409 NUMBER: 50095093 BETE ADDRESS: 12 FIRST STREET SALEM, MA 01970 NOTES SHEET TITLE 1. SOME ERISTING k PROPOSED INFORMATION NOT SHOWN FOR CLAJLIIY. z. NORM SHOWN AS APPROXIMATE. EXISTING ROOF PLAN 3. PLANS BASED ON MULTIPLE EXISTING STRUCTURAL ANALYSIS A: DEWBERRY ENGINEERS SITE VISIT ON 08-18-17. SHEET NUMBER 4. REMOVE ALL EXISTING VERQON WIRELESS CABLE TRAY COVENS IF APPLICABLE EXISTING TIMBER SLEEPERS TO REMAIN. SEE DEWBERRY STRUCTURAL LETTER CATER (1 �7 03/10/16 FOR FURTHER INFORMATION. 1 C II V 0� F4t WIREIEAVERIZON WIRELESS 118 FLANDERS ROAD WESfBOROUGH. MA 01581-3956 1 c-3 SALEM MA HO PROPOSED VERIZON WIRELESS Mount B.Ilsl �ELOGTfO VER120N WIRELESS 12'X12' STEEL BAIJAST MOUNTe1 Mount Antennas ANTENNA ON FRAME E.10ng (TypJ S-1 (TYP.-3/SECTOR) (B TOTAL) ON ROOF (1YP:NAPM & S_1 Chimney GAMMA SECTORS) I 7'-10.1 j 1 er-s: j ANTMO DRAWINGS Existing fl.sq Antenna S. Existing Roof -'--_ Dog Nouse 8aomel Mount 1' Monted Donduita Existing Dol, (,,,) u V (TYP.) Antenno (TYP-2) Existing 1 Ensting Verizon Equipment On / Wireless Dog i '® II� I a ❑ t Ex;at og ' __.. .1s,31in, Rel Acess Dorvent (Typ.) 0 10/06/17 FOR CONSTRUCTION Do Existin Penthouse Dewberry® Existing Steel oExisting From. (TYR) Penthouse Equ.p'.nt Dewberry Englneers Inc. I On Frame 4 * TB0811MNEH6TNEGT 10TH FLOOR PROPOSED VERIZON \ \ \ ❑ o O BOSTON.MAM0 WIRELESS STEEL FPNAE \ PHONE W7.®9aHW ® ON PENTHOUSE ROOF 2 \`:�::�\\\`:.\'i\•:\��:xa� \ PROPOSED CABLE FAX:et7.EBE39ID I i (TYP:BErA SECTOR) 5-Z \� .TRAY EXTENSION ON C-4 Exist, ROOF SLEEPERS Steel From. RAW I vc -- --------------------------------- 49= z'-s d S� Existing Antennos y- V ,u v / ' - - PROPOSED VERIZON Wp20.E55 T--�-T M.uosd To Fmme Existing Verizon Wireless Rool 12'X12' ANTENNA STEEL 1 (Tyl Mounted Coble Tmy (TypJ-- BALLAST MOUNT ON ROOF (SEE NOTE 4) !. `'1,.-ALPM & GAMMA S- Ff + /� �`\ SECTORS) PROPOSED VERIZON WIRELESS RRH ",r.-3)e �_ & JUNCTION BOX (TYP:11 MOUNTED TO C_4 PROPOSED VERIZON WIRELESS RRH PROPOSED RRM BAlLST FRAME ei (ryp._3/ALPHA & GMM SECTORS) & DRAWN BY: JG JUNCTION BOX (TYP.-1/ALPHA & GMM Xs PROPOSED CABLE 3 S-1 SECTORS) MOUNTED BEHIND ANTENNA ^�i\ REVIEWED BY: OAS TRAY EXTENSION OM ROOF SLEEPERS C-4 1 RELOCATED ANTENNA WIRELESS CHECKED BY: BBR ANTENNA ON F7LWIE PROPOSED ROOF PLAN�1 5 + (TYP' 3/SECTOR) (9 TOTAL) PROJECT NUMBER: 50002925 SCALE:1/16•.1' FOR 11'x17• 1/8•=1' FOR 22•x34• JOB NUMBER: 50095003 0 4 e 18 SITE ADDRESS: 12 FIRST STREET SALEM, MA 01970 nDgs: 1. SOME EXISTING & PROPOSED INFORMATION NOT SHOWN FOR CLARITY. SHEET TIRE 2, NORTH SHOWN AS APPROXIMATE 3. PUNS 13SED ON MULTIPLE EXISTING STRUCTURAL ANALYSIS PROPOSED ROOF PLAN & DEWBERRY ENGINEERS 511E VISTI ON 05-111-17. 4. REMOVE ALL EXISTING VERIZON WIRELESS CABLE TRAY COVERS IF APPUCABLE. EXISTING TIMBER SLEEPERS TO SHEET NUMBER REMAIN. SEE DEWBERRY STRUCTURAL LETTER DAM 03/18/16 FOR FURTHER INFORMTON. 5, RECONFIGURE EXISTING CABLE TRAY AND ADD GBLE TRAY C - 2 AS REQUIRED. PROPOSED VERIZON WIRELESS 12'%12' STEEL BALLAST MOUNT Highest APPurtenance: Top Of Existing Whip verkonv" ON ROOF (IYP:ALPHA k Exalm Whl Antenna GAMMA SECTOR$) Eley. - I%9-4'}A.G.L. AntennaMFCC "WRELESSSS - Existin C.L Of RELOCATED Verizon VERIZON WIRELESS 9 /` Wireless Antennas 116 FLMDER^s ROACD E - Elev. - 13e-0 t n.GL: WESTfi0R000H, MAS O.T.56T-3936L) op0/ L—I --n Penthauee __ Penmvuaesl ExEA.fl, - I— 4)6'}A.G.L. Existin j Penthouse Equipment On ExsGng Bauoet q Mount Mlennps Equipment On himneyFrame O' Frame Chimney (TYP.)C L. Of RELIICATED verxvn 0Wrelvaa Antennas PPoPoSED TERIZONFL ! m"Me oN �` SALEM FIFA FID To Of Existin,Roof_ — — _ — — — —— _ FRMHOUSE ROOF m m ® ® m m m m ® ® m m m m ® ® m [11 SECTOR) M m ® In m ® m m = ® m MM m ® Ull m Ell! DRAW NGS I M IE ® ® m m m ® F11 ® m m m m Tfl m m M m ® ® m m m m ® ® m [11 [E m ® FM m M! 0 10/06/17 FOR CDNSE(tUCi10PE m m ® m m m m ® ® ® m m m ® ® m Ell' 19 Dewberrys Dewberry.F nn- m m ® m m m m - EM ® m m m m ® m m BTORffi10 PHONE."amnia 0 [ 117.011.500 11 [11 ® m mmm ® ® mmm m ® ® [11M Ell m ® ® m Q] M M FM ® CD m m m ® m m "� r 402P M m ® ® m mm m . ® ® m mm m � m mi mC� EM = m® mm = ED mm mm ® � mm I DRAWNBYt mm FM = , mm mm F7 mm mm ® ® mm REVIEWJG REVIEWED BY: OAS CHECKED BY: BBR 01D FM =. m m ®m m m m ® 01D PROJECT NUMBER: 500=25 �II JOB NUMBER RDBSOB3 J1 GraAe Level __ I �:_� f -LL_. __--� ..T �_ ' .... I ' SITE ADDRESS: 11ro - C-0"t A.G.L. Existing Verizon 1 oRm (ApEquipment - 12 FIRST STREET SALEM, MA 01970 SITF>OTESI 1. SOME EXISTING h PROPOSED INFORMATION NOT SHOWN FOR 'ELEVATION 1 SHEET TITLECLARITY, SCALE 1/64'-1' FOR 11'vt]' ' Z. ELEVATK)NS SHOWN AS APPROXIMATE. 3/32 22'xJ{7 - 3/32'-1 3. A.G.L. - ABOVE GROUND LEVEL G' e' 16' 24' PROPOSED ELEVATION C.L. - CENTERUNE 4. REMOVE ALL EXISTING VERIZON WIRELESS CABLE TRAY SHEET NUMBER COVENS IF APPLICABLE. EXISTING TIMBER SLEEPERS TO REMAIN. SEE DEWBERRY STRUCTURAL LETTER DATED 03/16/16 FOR FURTHER INFORMATION. 5. RECONFIGURE EXISTING CABLE TRAY AND ADD CABLE TRAY AS C- 3 REQUIRED. PROPOSED SECTOR 700—RRH s MOUNTED ON FRAME GENERAL NOTES: - _ (1/SECTOR) OW-3) 1. ALL DIMENSIONS TO. OF. AND ON EXISTING BUILDINGS, DRAINAGE PROPOSED SECTOR PCS—RRH VerkOn STRUCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD - MOUNTED ON FRAME (1/SECTOR) (1YP.-3) ♦ - { Antenna Sy-stem La 2u WIRELESS RT CONTRACTOR PRIOR TO ALL ENGINEER. WITH ALL DISCREPANCIES JUNCCTIOND BOX LARGE REPORTED IMMEDIATELY TO THE ENGINEER. PROPOSEMOU�RON�E /SE OR) VERIZON WIRELESS _ SURGE (iW.—i 116 FLANDERS 2. 00 NOT CHANGE SIZEMeWEST60ROUGH. E NOR SPACING OF STRUCTURAL ELEMENTS. (I/SECTOR) ( .-3) I mNecery„mi xa c.rty,ew, AROAD MMA 01581-3956 3. DETAILS SHOWN ARE TYPICAL: SIMILAR DETAILS.APPLY TO SIMILAR PROPOSED NON—PENTPATING EIMI ST CONOITIONS UNLESS OTHERWISE NOTED. en eh L*Os'x < tiBAxS MOUNT (SITE PRO P/NSEC RR) M.OR X X X X X X X 4. THESE DRAWINGS FE NOT INCLUDE NECESSARY RESPONSIBILITY FOR APPROVED EQUAL) (1/SECTOR) (1Y'P.-3) CONSRTUCTON SAFELY WHICH IS THE SOLE RESPONSIBINY OF THE X X X X X X X CONTRACTOR S. BRACE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEFOR X X v X X X X NEEDED STABILTIY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: X X X X X X LATERAL BRACING. ANCHOR BOLTS, ETC. X X x X X x X x SALEM MA HD e. DETERMINE EXACT LOCATION OF EXISTING UILFRES,.GROUNDS DRAINS, DRAIN PIPES, VENTS, ETC. BEFORE COMMENCING WORK. 7. .INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISFIRING OR NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO m THE OWNER PRIOR M REMEDIAL OR CORRECTIVE ACTION. ANY SUCH o:a AAs REMEDIAL ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PROCEEDING. ANTMO DRAWINGS- Ann n.VAF nnx B. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S r( taa m NWei REPRESENTATIVE AND COORDINATE THEIR WORK WITH THE WORK OF e OTHERS. PROPOSED n °" CMU BLOCK (20 LES. 9. REPAIR ANY DAMAGE DURING CONSTRUCTION TO MATCH EXISTING BALLAST TO BE R n PRE—CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE DISTRIBUTED EVENLY) CONSTRUCTION MANAGER. a s 10. ALL CABLE/CONDUIT ENTRY/EXN PORTS SHALL BE WEATHERPROOFED DURING INSTALLATION USING A SILICONE SEALANT. 0 10/06/17 FOR CONSTRUCTION 11. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT 1/2' RUBBER MAT M KR (SNE PRO DESCRIBED HEREIN. THE MEANS, TER SHALL BE SOLELY RESPONSIBLE P NATIB 2-1 FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES )ANO PROCEDURES AND FOR COOROINATINO ALL PORTIONS OF THE ® Dewberry® WORK UNDER ME CONTRACT. 12. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL USTM 0 FIRE WOE APPROVED MATERIALS. ao>Fs: Dewberry Engineers Inc. 13. TURN OVER ALL SALVAGEABLE BUILDING MATERIAL TO BUILDING MSUMMMSTREEF MANAGER. 1. INITIAL.ALL EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS AND MINIMIZED tOTHFLOOR OVEMLL HEIGHT, MAX. {'. BOSTON,W=10 14. ALL DISRUPTIVE WORK AND WORK WITHIN TENANT SPACES TO BE PHONE:e17.605.9100 COORDINATED WITH BUILDING REPRESENTATIVE. 2. ALL FACTU ER'SHALL M GROUNDED PER VEPoZON WIRELESS STANDMDS AND 7 .8910 MANUFACTURER'S RECOMMENDATIONS. DQIE6: 15. ALL ROOF PENETRATIONS SHALL BE RESTORED TO MAINTAIN ALL ROOF WARRANTIES AND ENSURE A PERMANENT WATERPROOF SEAL 3. EQUIPMENT LOCATON AND MOUNTING SHOWN AS MPROXIMATE CONFIRM MOUNTING 1. AS VIEWED STANDING BEHIND THE ANTENNAS, r FOR CONSIRUCDON TWE. CONTACT DEWBERRY WITH ANY DISCREPANCIES. � IS. CONTRACTOR SHALL NOTIFY THE ENGINEER A MINIMUM OF XB HOURS 2. OBTAINED FROM ANTENNA RED PROVIDED BY 4. DETAIL R SCHEMATIC. IN ADVANCE PRIOR TO FLOM WALL START. MORE RAnO SPECIFICALLY FINAL N WIRELESS DATED 04/22/15. VERIFY BEFORE; SEALING ANY FLOOR, WALL R ROOF KFIUUNATON. FINAL S. ALL MOUNTING HARDWARE TO BE GKVANIZED. FINAL ANTENNA ITEC PRIOR TO CONSTRUCTION. UREAL' CONNECTIONS, POURING CONCRETE MOUNTING CNG EUnUTYCTION RGW��ec�AeL T�. TRENCHES AND STRUCTURAL POSTS OR MOUNTING CONNECTIONS. FOR 6. REMOVE ALL EXISTING REMAIN. EE EW CABLE TRAY t LET MPUCABLE EXISTING ANTENNA LAYOUT ENGINEERING RENEW AND INSPECTON, TIMBER SLEEPERS R PENAIN. SEE DEWBERRY 51RUCNRAL LEITER DATED 0.T/1B/18 2 th,49L FOR NRMER INFOPNATON. SCALE:N.T.S. {LWW 1�(j� RRH MOUNTING DETAIL GRIPBRIDGE (X (3 SCALE: N.T.S. T W1NTOMM BEYDUNTENTED TO FSrtIflE CA9tETMY ' PROPOSED HYBRID PMR - FIBER/POWER CABLES (ATTACH TO CABLE 17AY WITH - CABLE TIES..e' O.CJ DRAWN BY: JG PREDALVANDED 9TFIINEDIUM VITT REVIEWED BY: GAS CABLETAAY WITH CRUNG SPPLIND.FASTEN 4514 CONCRETE PVC SLEEPERS T09L®ERSYATH HOIDDOwiGNIP9 37 O.C.AND AT ALL WAX BRIDGE MID SN51 n7 GN.V VDSLXMNS. CHECKED BY: BBR JOIN . 8' LONGER TAN MOTH OF S CABLE TINY. PROJECT NUMBER: M002925 ROOF AND ADHERE TO JOB NUMBER: 50085093 SLFIDEAS (NGT TO ROOF MEMBRANE) SITE ADORESS: 12 FIRST STREET #B GREEN ERMIDED SALEM, MA 01970 COPPER WITH 2—HOLE a WG RONDING JUMPER . ,. SPLICE PLATE SHEET TITLE NOF. CONSTRUCTION DETAILS - I 1. ALL PVC SLEEPERS TO BE FILLED WIIH CONCRETE. 2- REMOVE ROCK BAIAST UNDER SHEET HUMBLE SLEEPERS. CABLE TRAY DETAIL 3 C - 4 SC0Z N.T.S. FOErAILS ERAL NOTES: DIMENSIONS T0. OF, AND ON EXISTING BUILDINGS, DRAINAGE UCTURES, AND SITE IMPROVEMENTS SHALL BE VERIFIED IN FIELD BY CONTRACTOR Pfl10R TO ALL FABRICATION WITH ALL DISCREPANCIES REPORTED IMMEDIATELY TO THE ENGINEER /0 AWG. JUMPER OF AMENR LUG(TYP-) WIRELESS NOT CHANCE SIZE NOR SPACING OF STRUCTURAL ELEMENTS. CABLE GflUUNDPIG KR MOE THE VERIZON WIRELESS ANTENNA rAeLE TIur GYP.) LUG 118 WESTHOROU�NOMA 07581D 3956 AILa SHOWN ARE TTPMAL SIMILAR OIRALS APPLY TO SIAOLOV OIRLINEDITIONS UNLESS OTHERWISE NOTED. TYPICALE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR TYPE GAR—TC STRUCTION SAFETY WHICH IS THE SOLE RESPONSIBILITY OF THE CLAMP — ORTRACTOR. CADWFLD TO MAST CE STRUCTURES UNTIL ALL STRUCTURAL ELEMENTS NEEDED FOR {2 AWO STRAND®' D45ULATED BILITY ARE INSTALLED. THESE ELEMENTS ARE AS FOLLOWS: LATERAL CINO, ANCHOR BOLTS, ETC•ERMINE EXACT LOCATION OF EXISTING UTILTIES, GROUNDS DRAMS, 2 AWT D TANOEO, IN PIPES, VENTS, M BEFORE COMMENCING WORK. LATEO TO SALEM MA HD �,,Q,A�,� 91NIUJt TO DENIAL 00 WII110111 daeE OR MIICI 7. INCORRECTLY FABRICATED, DAMAGED, OR OTHERWISE MISRITING OR ""^'�" INSULATORS, MOUNTED OUTSIDE OF SIDE MEW OF CAME NONCONFORMING MATERIALS OR CONDITIONS SHALL BE REPORTED TO Mf Q 2 AWO BCW ��TRAY BRIDGE NRS OWNER PRIOR TO REMEDIAL OR CORRECTIVE ACTON. ANY SUCH REMEDIAL JUMPER TO dGBE (TraJ ACTION SHALL REQUIRE WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO PflOC IAO, GROUNDING BAR MOUNTED ON CABLE TRAY B. EACH CONTRACTOR SHALL COOPERATE WITH THE OWNER'S TO LOWER SCALE: N.T.S. 2 ANTMO DRAWINGS REPRESENTATIVE. AND COORDINATE HIS WORK WITH THE WORK OF ELEVATION GROUND BAR OTHERS. O. REPAIR ANY DAMAGE DURING CONSTRUCTION TO MATCH EXISTING ' PRE—CONSTRUCTION CONDITIONS TO THE SATISFACTION OF THE CONSTRUCTION MANAGER. 1/4'— UNC X,,1/2' W. ALL CAB CONDUIT ENiAY R PORTS SHALL BE WEATHERPROOFED �• BOLT�yp; DOUBLE BOLT GROUND LUO LL�E�� /p( NUT&WA9NER4 DURING INSTAUnON USING A SILICONE SEA". 1/, THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE PROJECT DESCRIBED 0 10/06/17 FOR CONSTRUCTION CONSTRUCTION THE CONTRACTOR SHAT BE SOLELY RESPONSIBLE FOR ALL ANTENNA MOUNT PROCEDURES AND MR METHODS, OOP N NO TECHNIQUES SEQUENCES PATiONNS OF THE WORK GROUNDING DETAIL x INSMLAEo UNDER THE CONTRACT. EQUIPMENT EQ! 9TILW0® SCALE- N.T.S.NTTM (CLU.) 12. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL USTED D FIRE It Dewberrye CODE APPROVED MATERIALS. 13. TURN OVER ALL SALVAGEABLE BUILDING MATERIAL TO BUILDING MANAGER. CONNECTION TO EQUIPMENT DETAIL Dewberry En nears Inc. 14, ALL DISRUPITVE WORK AND WORK WITHIN TENANT SPACES TO BE .3 200 MMER STREET COORDINATED WITH BUILDING REPRESENTATIVE, SCALE: N.T.S. 10THELTOR BOSTON,MAanto 18. ALL ROOF PENETRATIONS SHALL BE RESTORED TO MAINTAIN ALL ROOF PHCNS:B1TJMF.0100 WARRANTIES AND ENSURE A PERMANENT WATERPROOF SEAL FAC 817.6904110 16. CONTRACTOR SKA.L NOTIFY THE ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE PRIOR TO CONSTRUCTION START, MORE SPECIFICALLY BEFORE: AN MAST M SEALING ANY FLOOR, WALL OR ROOF PENETRATION, FINAL UTILITY CONNECTIONS, POURING CONCRETE. BACKFILUNG UTILITY TRENCHES AND STRUCTURAL POST OR MOUNTING CONNECTIONS, FOR ENGINEERING REVIEW ANTENNA AND INSPECTION. BF.N�AMIN B• USE HILTI KC 11 REWTIT SCREW-1/4' 9S T4 SCREW ANCHOR HILT IIEM8133027) - Ci1VIL GABLE TURNrvMW BALLAST ) /2 AWG SOLD RARE TINNED COAX/HYBRID FLEX GBIE No,49M TRAY GROUND MOUNTING iPAAR COPPER GROUND CONDUCTION EXOTHERMICALLY WELDED TO MAST TIN PLATED COPPER p GROUND KR EB AMID 1/2'0 COAXIAL 4. JUMPER CABLE ANTENNA SECTOR /0 AWG STRANDED COPPER GROUND BAR GROUND WIRE WITH 2) Sect.,ALL S undNEE Be, 0 0 HOLE GROUND LUG OWN DRAWN SY: JC (RfP1ACE/INSTALL AS NEEDED) • • • • O a TO GROUND BAR 0 a o R� 0 o a RENEWED BY; OAS 0 0 0 �n GROUNDING LUG E2 AWG o a a a T o� /2 AWG STRANDED GREEN "' CHECKED BY: BBR �0 0 INSULATED COPPER GROUND Ea'et'n9 MG0 •• o CONDUCTOR TO MAIN UPPERY PROJECT NUMBER: 30002925 (REPLACE/INSTALL AS NEEDED) • • • • - ♦T' GROUND BM p / CONUL DUCTO2 AWG R OR GROUND DED GREEN NOff�. - 52 Aw, \Y/ JOB NUMBER: 80095093 CONDUCTOR OR PETt I. DO NOT INSTALL CABLE GROUND KR AT A RENO. ALWAYS MANUFACTURER RECOMMENDATIONS DIRECT GROUND WIRE DOWN TO GROUND BAR. SITE ADDRESS: —771 2. GROUNDING KR SHALL BE TIN PLATED COPPER WITH E,islin Equipment •• • • • •• TWO-HOLE LUG, SIZE PER COAX DIAMETER. y Roam MOB • • • • 0 0 INOTES' PART SPECIFICATION 3. WEATHER SEAL GROUND HT PER CARRIER REQUIREMENTS. 12 FIRST STREET .,...se. 1. VERIFY EXISTING GROUNDING SYSTEM IS INSTALLED PER VERIZON WIRELESS STANDARDS. 4. PER CABLE GROUND KR NS LOCATION a: RDS.QUANTITY SHALL BE SALEM, MA 01970 1. ALL PROPOSED EQUIPMENT TO BE GROUNDED TO SECTOR MBC 1/4-.4'.12-GROUND 04227- ORAP ROVE SREPR01 PER CARRIER SPECIFICATIONS 4 STANDARDS. GROUND BOV. P/N: MC41227-K OR APPROVED EQUAL- 2. BOND NEW EQUIPMENT INTO EXISTING GROUND SYSTEM W ACCORDANCE WITH VERUON WIRELESS STANDARDS 2. TYPICAL FOR FOR ALL SECTORS. MANUFACTURER'S RECOMMENDATIONS. SHEET TITLE 3. GROUNDING SHALL COMPLY WITH NEC ART. 250 @ VERIZON WIRELESS SPECIFICATIONS. TYPICALANTENNA/RRH COAXIHYBRID FLEX GROUNDING DETAILS SCHEMATIC GROUNDING DIAGRAM—�� GROUND BAR DETAIL GROUNDING DETAIL GROUNDING DETAIL SGA.E N.T.S. Y SCALE.. NITS. `5 SCALE:NETS G SCALE:N.T.S. 7 SHEET NUMBER C - 5 WEATHERS PIPE CAP 3-1/2.0 SON. 40 PIPE WIRELESS VERIZON WIRELESS PROPOSED VERIZON WIRELESS I 0'-8 WESTBO 8 FLANDERS OTROA--3956 RRHS (1/SECTOR) (lYP-.47 0'-1 f/1' I _ MOUNTED BEHIND ANTENNl5 pp t 0'-1 1/2• �� PROPOSED PU/2' i 3 PROPOSED VERIZON WIRELESS PANEL ANTENNA PL 3/8•%4'x0'-4' W/ 1/2'0 BOLTS SCH.40 PIPE ) SALEM MA HD C}Ox18.] 'a i.4 (TW1a 0I8 PLAN 94;0-4)Bou 1. REMOVE ALL ROCK BALLAST UNDER BAUAST FRAME. CLEAN b: INSPECT I ANTMO DRAWINGS ROOF PRIOR TO PLACEMENT OF TYP. —Ir4 PROPOSED BALLAST FRAME. PUN 2. NO alllAST REQUIRED FOR ANTENNA a:-.. BALLAST FRAME I 3/4b BOLT I.~ 3-1/2.0 SCH. PL 3/S'X4•xO'-Y I 40 PIPE (TYP.) - I W/ 1/2'0 BOLTS �• 4) PROPOSED PL1/2' F 777 i 3 16 TYP• (TOP a BOTTOM) WEEP HOLE 0 10/08/17 FOR CONSTRUCTION 0 I 541 (TYP.) 3-1/2b BCH. 40 PIPfi L3X3X1/4 ( I r - , ' Dewberry® (IYP.) i I Trp' J 1B o10TH FLOOR PL 3/6'x4'10'-4' TMp• 1 4 I I Dewberryno zmm BMW W/.,/ 1/2b BOLTS S-1 - SOSTON,MANri10 2 �'� ,:•r.) — 1 PHONE6I7.0]].814O C10x1b.3 PAX:0fl.00S0010 S-1 1 4 g PL1/4 WITH (2)34.0 I BOLTS (1YPJ PLAN ��( 9 ELEVATION 3`0. rt A a3 BA DDIE. PROVIDE DRAINAGE SPACE 1. ANTENNAS @ ASSOCIATED EQUIPMENT NOT SHOWN FOR CURRY. ` �';1+• UNDER WEEP HOLE (TYP.) ALEXAVGETi 1/2' COMMSCOPE � ° ' e • LIBBER MAT KR SPLICE PLATE DETAIL 12-0 x 12-0"BASE FRAME STRIh:TGie,L �;�� (P/N AR-F1637) 121-011 x 12'-0" FRAME DETAIL-ELEVATION SEE NOTE 1 SCALE 1 1/2"-l' 22 11 07' 2 sf..p, i%s•-i=o•FFOOR u•:a7' n 4A� SCALE: 1(2• FOR 1141]' 1 0' ]• g' 0' 0' 1' 2' 7 .1'-0''-0*FOR OR 22434' O' 1' 2' A SIDES 114 DRAWN BY: JO 114 1' REVIEWED BY. OAS 1/4' CAP PLATE OW.) CHECKED BY: BBR TYP 1g PROJECT NUMBER: 50002925 I PL 3/6"x4'%0'-4' I I I I I JOB NUMBER: 50085087 W/ 112'0 BOLTS I I I 2 i/2' 4 1/2'+! M mp•) 3/4'b BOLT I SITE ADDRESS: (TW.-2) y i I I ux3x1/a (rrP.) I I I I 12 FIRST STREET TVP• 1 4 I SALEM, MA 01970 C10X783 SHEET TITLE C10x15.3 Z) 3/8• PLATE ELEVATION (1YP') BALLAST FRAME DETAILS NOTES. 12'-0"x 12'-0" FRAME SECTION FRAME CORNER CONNECTION 1. SEE SHEET S-] FOR STRUCTURAL STEEL NOTE. SCALE: 1/a'.1'-0'FOR 11'v1Y 1/2'-1'-0" FOR 225..14' 4 SCALE:1 1V FOR FOR il'z1Y SHEET NUMBER 3'.1' FOR 224J4' 2. NOT ALL INFORMATION SHOWN FOR CLARITY. 7 1' 1' Y 3. NORTH IS APPROXIMATE PROPOSED CAP t NDffS: WEATHER SEAL -�'(r TOP OF PIPE 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS, STEEL B BEAM PROPOSED VER120N LOCATIONS PRIOR TO FABRICATION. -0 I WIRELESS ANTENNA 2. SEE SHEET S-3 FOR STRUCTURAL STEEL NOTE. PROPOSED POST DOWN TD Q _--� Ex6ling (ENNA CONCRETE DECK (TM.-4) Roof Vent 3. NOT ALL INFORMATION SHOWN FOR CLARITY. ,r I WIRELESS 4. NORTH IS APPROXIMATEVERIZON WIRELESS j 4-9 7/24 3 I 116 FLANDERS ROAD S. ALL BOLTS SHALL BE 3/4' ASTM A325 BOLTS UNLESS NOTED 5-3 WESTBOROUGH, MA 01581-3956 OMERW15E _ S. ALL ROOF PENETRATIONS SHALL BE SEALED AND Existing StovweF WEATHERPROOFED. INSTALL TO SLOPE AWAY FROM THErAceaes Door -_ DRAINAGE FREE GRAINING. NOT ET D BY T ANY DUSTING /�+'''//// !.%ff! / '///1�4 !!./�,;�`�/ >///'' .://// ,�.,�. I / ROOFING PATTERNS AND BE COMPLETED BY THE WARRANTIES. ROOFlNG CONMACrOR TO MAINTAIN ALL ROOF WARRANTIES. �r� ♦ / / 7. CONTRACTOR TO PIELD VERIFY POST DOWN CONNECTIONS PRIOR TO STEEL FABRICATION INSTALLATION. - i /j� / SALEM MA HD ® I. I +^� X3Xt 4 K.B. ��ij/ i'. I a. PROVIDE SHOP DRAWINGS MR THE STEEL FRAMES TO DEWBERRY _ ENGINEERS INC. FOR REVIEW At APPROVAL PRIOR TO STEEL t PABRICANON, * r + fPROPOSED L4X4Xl/4 iQ f' 3%3X1 4 K.B. ' PROPOSED ANTENNA 1/2• U-BOLT t/1' TAH 2e 0 i BASE PLATE ".-3) PROPOSED I l PLATE p + ANTMO DRAWINGS 2-1/2' SIO. --- 1 - +' XJX1/4 K.B. / I S-3 T ' /..�.' / +_._..- ,: /ri r. it'i`/ /''// ,✓/r,+`. /f,: 1>77.�'1 —_�%/;i."'7� /Tj/-,_./ +f t 2 A32S L3%3%1/4 K.B. RUCTIJRAL BOLT L _...-._—I� 0 10/06/17 FOR CONSTRUCTION ! DETAIL ouMIng 't ExinVng Roof 8"Exsting 9" CMU J t • kounting Ven; (TYPO Wall (eeiow) 5-2 0' 3' B' 8' Plpe p PROPOSES , PIPY2' �°. I Dewberry® Dewberry EngIneere Inc. PROPOSED IMPLO PA a1RF5T ♦ 1 VERBALLAST 12RFlEASE SECTOR FRAMING PLAN ep01Marpar°°uam,p f 1 5`J-J SCALE: 4- FOR H511T 2 PN'617. .B&3DIOo 1 • 1/2'.1' FOR 22'x34' FAX a,T.fII6591p 0 i® t,>`tNOF 6,f�4 III PROPOSED 1-a/8' j Hss4x4xs/a (ALE BREPIDELVEGLV. UNISTHUUYY FORCABLE MANAGEMENT I IXANDER o"1UTOP OF PROP�,9EG J?T TRUCTUt�ALCLEV. . 12-e! AR.L I I I Exla!ing Brick Well(TYP) ND.4%42 1. AR.L .ABOVE ROOF LEVEL FG187FAE sw@,� Parapet Wall S I I ToOp f Gv'e!iaf' Penthouse I s Er sC,ng t♦,J / C.L. F PROA _I___ I - J -5'i 5_3 Penthouse .L / / PO$�AMNTREN ELEV. . 9-6 t A.R - / Roof Leval / q/ I I / 1 PROPOSED 1/2' STIFFENERI DRAWN BY: JG PLATE (TYP. BOTH SIDESROOF rLJ t ANTENNA MOUNNTS) & / I I REVIEWED Ef. OAS CHECKED BV: =88R e ZNUMBER:_3' LT'T PROJECT NUMBER: 5=29 5 1 / 408 VARIES I SITE ADDRESS: (VL F.) / • I 12 FIRST STREET -I — SALEM, MA 01970 Zxlxting 4' Concrete Slab-+ a To Op_f Exietinp Roof Level (V.LFJ Elev. - 0'-0 A.R.L. 4117SHEET iTI1.E GAMMA SECTOR STRUCTURAL DETAILS ANTENNA MOUNTING DETAIL SECTOR FRAMING SECTION-0 SCALE:3/F-1' FOR t1'x1T 1 SCALE: 1/4'.1' FOR tt417• SHEET NUMBER 1 1/2'-t' FOR 22•x34' 1/2'-1' FOR 22'934' O' 1/2' 1' 11/2. 0' 1. 2' IV S - 2 PROPOSED 3/4'M25 n SMUCRNUIL BOLA GYP.) verizo1n PLI/2' RIGID INsuunON 1 4' VERIZON WIRELESS FPRaVlDE MEMBRANE TO HSS"4X3/B EXISTINGTO X 1 4 118 FLANDERS ROAD (BEE NOTES ON I Exls6ng WESfBOROUGH, MA 01881-$58SHEETS ON W8X24 ExoHng 4"t (HeigM1t Voiea) 0 HR—MY200 Concrete Slab MBEDMENTEx:sUn RubberBE (IYP.-2) I I BASEPROPPROPAT Membrane k PROP05Ep 1 2' STIFFENER BASE PULE meuictlon (V.I.P.) J SIDES M. 1/4 / PLATE (M. BOTH SIDES PROPOSED 1/2.0 HR—HY200 - SALEM MA HD IAP SFALWT I I O ROOF POSTOOWNS e: WITH 3' MIN. EMBEDMENT @ PLl/2"X81(8" V.I.F.rANTENNA MOUNTS) SCREEN TUBE (TYP._2) Ex�oSng %: L/fJ 1 Plat. III I I Q 4 PROPOSED I PROPOSED 3/4'A325 -I• e 1'I S-J GP PLATE I I STRUCTURAL BOLT (TYR-4) ANTMO DRAWINGS Existing Brick PROPOSED 1/2'0 -1 4 THREADED ROD GYP.-2) LBXGX3/8 12" LANG WRH LONG SEE to MLS BHEET I b _ (W.F..) L-=—_- 6SLOTTED HOLES (PNM TO MATCH FOR FWSwNG OFraL SURROUNDING AREA) I I PROPOSED 3 615E PLATE S-3 1 PROPOSED 1/2'0 HR-HY70 I I Existing B" L PROPOSED 1/2'0 0 10/08/17 FOR CONSTRUC7tON .WITH ' MIN. EMBEDMENT & LMU WellI THREADED ROD SCREEN TUBE (TTP.-2) - Y�—O'-a' (TYP.-2) Existing e" Grout III III `HSW4X3/e If Dewberry° Flied CMU Wall 111 111 L A (ll < (LJ Dewberry Engineers Ino. 18280SUMMER STREETf BASE PLATE DETAIL 3 BOSTON MA Da10 SCALE:1 1/2'-1' FOR 11•x17' PHONE:617.895.DAIp 3._V FOR 22'x34' FAY:S1T.8953]10 BEAM &K.B. DETAIL CONNECTION 1 1/2•=1' FOR 11'x17' 2 POST DOWN DETAIL !� SCALE'3•.1' FOR 22.,34. °® SCALE:1 1/2"=1' FOR 11107" I~ 3'-1' FOR 22'x34' 0' 3' 6' 9' °® BRENDEN E /r snF EVER STRUCTURAL STEEL NOTES: a. ALEXANDER PROPOSED J/4'0325 PATE I. STRUCTURAL.STEEL SHALL COMMIRM TO ANE LATEST EMKIN OF THE NSC'SPEDFICATION FOR ME STRUL L HS54X4X3/8 STRUCTURAL BOLT(TYP.-4) PL1/Y P 1/208 0'I DESIGN. FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINOS'. N0. 4'h I /a" 4ti6$2 A 2. STRUCTURAL STEEL ROLLED SHN'E5,PLATES,AND BNS 51EA11 CONFORM TO THE FOLLOWING ASTM h DESIGNATIONS: A-0R9 J PRDPOSED ELSE PGTE I I 1 14 �Rxne en Ny W BHAPES. UNLESS NOTED OR AB92 OTNERMISE 0 S-3 I I PROPOSEp 1/2'0 0 ALL°MFR ROVED 9MAPFCS, PLATES AND BMR UMFBS NOTED THREADED ROD 1 1/2' q Ay7M A_g00. GRADER MSS SECTION(EpUME RECTANGULAR, MUMMemb ) •��W`>. THERVASE Existing Rubber (TYP.-2)onos P ,LSM A_3Z3_Type 5G uR N ALL BOLTS FOR CONNECTING STRUCTURAL MEFAOil Insuotion r(V F) I I PROPOSED FIB STEEL PI ALL ORS BOLTS. UNlF59 NOTED OMEWRRE H554X4X3/B 2-1/2 5T0. Accu OU. DRAWN BY: JG 7 O PIPE 3. AL WELDING MML BE DONE USMC ARE N ELECTRODES ADE ME SHALL CONFORM TO NEC MO I - An 01.1 WHERE FILLET WETD.CON ARE NOT SHOWN. PROMDE THE E WQUM BINE PER TABLE J2.4 IN ME NBC E MILL OF SIERT.U). ATUC ECO 14M EDITION.WHERE WELD LENGTH E NOT REVIEWED 01': OAS INDICATED. ME FULL IFNCTN WEED. AT THE COMPLETION OF ALL WELTING,ALL DAMAGE TO /4 GALVANIZED COATING SHNl BE REPAIRED.E.ieting 4's I I I' CHECKED BY: eeR Concrete S.ob III LIN ,L 4. BONED CONNECTIONS SHN1 USE 8GRIN0 TYPE CALVMRtD ASN p32s BOLTS(J/4'OW)SUPPLIED NOTED NpTM�i WASHER UNDER MIMED END AND SHAUL HAVE MINIMUM OF MOD 80118 UM MS PROJECT NUMBER: 5000292$ TT 5, GO NOT DRILL HOLES THROUGH STRUCTURAL STEEL MEMBERS EXCEPT AS SHOWN AND CETNLED ON �3 1/2'� I-.—B 1/2'----.{\-13156-0� LES FOR 3/4" STRUCTURAL DMWTNGS. JOB NUMBER: 50088083 Y _ S. NON-STRUCTURAL CONNEC110NS FOR STGo-GHATNO NAY USE e/8'ON MVMIZED ASTM A 307 6 1/2' BOLTS UNLESS NOTED OMERWRE SUE ADDRESS: BQTE,; 7. VSE PRECAUTIONS R MCDURES PER AWS DIJ WHEN WODING GN.VANRED METAL4. L6XSX3/8 12' LONG WITH LONG 1. CAP TOP OF MOUNTING PIPE B. NL EXISTING BURT AND COLUMN DIMENSIONS SHALL BE FIELD VERIFY BY CONRVOfOR PRIOR TO SLOTTED HOLES (PNM TO MATCH NEPoRIFR00AlO pAOISCRDpC16BETY!¢N m,•A COND010TI5 AND THOSE SHORN SW11 BE 12 FIRST STREET iSURRWNDING AREA) I B. CONNECTION DESIGN BY FABRICATOR WILL BE SMUM TO REVIEW AND APPROVAL BY ENGINEER. SALEM, MA 01970 Existing 8" Grgut �. PROPOSED 1/2'0 HR-HY)0 CAP PLATE O ANTENNA BASE PLATE P:3 Filled CMU Wall WITH 8• MIN. ENBEDMEM & SGIEi 1 2 tet' FOR 11 17' 4 SWEI 1/2'=T' FOR If'.1Y 5 10. ALL EXIU60R StE)1 WORK SHALL BE GLLVANQED M A0001✓dVGLE WrIN SPECIFICATION ASN /,�rc J"-1' FOR 22"x34' 3*-1' FOR 22x34" AIV}/A1P3M-00 MT-0IP G VANTIFD FINISH UNLESS OTHEIMAM NOTED. GV.VMONG Sl BE SCREEN TUBE ",1.-2) PERFORMED AFTER SWOP FABRICATION to ME GREATEST EXTEMr POSSIBLE ALL DINGS.SCRAPES. SHEET TIRE )! °• S 6" S" 0' Y 6" B' CG�TINGS ON MVM®ITEMS WITH GN]'M®WAR PNM ACCOROVIGAND VIEUIS IN ME GAUNUUZED AREAS SHAUL BE REPAIRED. REPAIR°TO ASTM A7780 AND MANLIFACTRER'S WRITTEN INSTRUCTIONS.MOOR TO COMPLETION OF WORK.TOMUP AL.DAMAGED GALVANIZED STEEL,WING APPRwET COLD DNC, "GALVMOX', -M GN.Y, 'ZINC-rr, OR APPRwED STRUCTURAL DETAILS POST DOWN SECTION �� S SWR° IN ACCORDANCE m M 9WMP q ryRe M�UP DAMAGED NON GILVMIZED SCALE. 1 1/2'^1' FOR iP.17' I u 3'-1' FOR 22'.34' SHEET NUMBER 0' 3' B' B' ® S - 3