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Building Permit #582-14 - 300 CHESTNUT STREET 1/31/2012
TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION17-0 �f Permit N0: 0 Z r I '— Date Received Zl �- Date Issued: Z= 31-t IMPORTANT:Applicant must complete all items on this page LOCATION4-S4,4 �/-_ Print PROPERTY OWNER ! II- / I &fS Unit# Print MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no 1.00 year-old structure yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑One family ❑Addition ❑Two or more family ❑ Industrial El Alteration No. of units: i,kCommercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other [7[ egtic; pAWell' glFloodplain Wetlands W.atershedtIDistrict - DESCRIPTION OF WORK TO BE PERF O D: /I 3 >✓ n T� 4 l b th (Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: -�S�r C�►�+�yh:�f- s Phone: ���fS' !'27W Address: lr rStD E '� Supervisor's Construction,License: Exp. Date: D �3 Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone:— Address: -2'23QK �J ' i Reg. No. r'- FEE SCHEDULE.BULDING PERMIT:$12.00 PER$9000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ 37, �00- FEE: $ Check No.: �-v� Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund S gnature_sofJAgent/©wner<< Signatu`re gfbc' factor Locatiortkv No. JfS Z ' Z.- Date ( ti ® ' TOWN OF NORTH AN60VER trt,ro r� B Certificate of Occupancy $ _ Building/Frame Permit Fee $ � Foundation Permit Fee $ � Other Permit Fee $ TOTAL $ Check# 25002 Building Inspector Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer El' Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPR VED PLANNING & DEVELOPMENT ❑ 3 0 / /1 i COMMENTS �'fI- uVC ffe CONSERVATION Reviewed on 30 Si nature COMMENTS / (A )AA &,,L t,.Ji A (00 HEALTH Reviewed on Signature F COMMENTS Zoning Board of Appeals:Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments Water& Sewer Connection/Signature& Date Driveway Permit DPW Town Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT - Temp Dumpster on site yes no Located at 124 Main Street Fire Department signature/date COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A—F and G min.$100-$1000 fine NOTES and DATA— For department use Q Notified for pickup - Date Doc:.Building Permit Revised 2011 June/mi Building Department The following is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application o Workers Comp Affidavit ❑ Photo Copy of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition or Decks ❑ Building Permit Application ❑ Certified Surveyed.Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses ❑ Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application ❑ Certified Proposed Plot Plan ❑ Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg .Permit In all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the appeal period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be submitted with the building application Doc: Doc.Building Permit Revised 2008mi NORTHTown - c of 6 O Andover* .. . wry� Y`�•`, �''�, �4Wo CON LA o over, Mass. O COCMIC EWICK V d AOf'ATE0 APC�5 7S BOARD OF HEALTH Food/Kitchen PE.RMIT T D 1 Septic System BUILDING INSPECTOR THIS CERTIFIES THAT770*j&wA.................. ....... ... ..................................................................... •"'•"•"""""' Foundation has permission to erect........................................ buildings on% ......c�" '.... ..... .......0... Rough • Chimney to be occupied as........0 6. N �!!�............ 4�... A."A 40(VA—!�.....4......S.r1 y�,.'fi'�...................... provided that the person accepting this permit hall i every respect conform to the termf�he.application on file in Final' this office, and.to the provisions of the Codes and By-Laws relating to the Inspection, Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final qrr.• PERMIT E)T ES IN 6 MONTHS ELECTRICAL INSPECTOR_ UNLESS CONSTRU117r6..................... TS Rough -.- ..... Service BUILDING INSPECTOR Final Occupancy Permit Required to Occupy Building GAS INSPECTOR Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIREE.DEPARTMENT j. Until Inspected and Approved by the Building Inspector. Burner Street No. SEE REVERSE SIDE smoke Det. t t PREPARED BY: THE MODIFICATIONS DEPICTED ON THESE DRAWINGS ARE BASED ON THE RECOMMENDATIONS OUTLINED IN THE STRUCTURAL ANALYSIS COMPLETED BY FDH ENGINEERING, INC., PROJECT NO. 11-05129E S1 EP4C'INEff21NC2p DATED JUNE 30,2011. o ROWLAND RALEIGH, NC 27615 PHONE: (919) 755-1012 THIS REPORT WAS BASED ON A SPECIFIC ANTENNA AND COAX FAX: (919) 755-1031 CONFIGURATION PROVIDED BY THE TOWER OWNER.ANY CHANGE TO PREPARED FOR: THIS INFORMATION MUST BE REVIEWED BY FDH ENGINEERING,INC. SBA ALL DIMENSIONS,MEASUREMENTS,QUANTITIES,PART NUMBERS AND 5900 BROKEN SOUND PARKWAY, NW COAX/ANTENNA PLACEMENTS TO BE FIELD VERIFIED BY CONTRACTOR BOCA RATON, FL 33487 PRIOR TO MATERIAL ORDERS AND CONSTRUCTION. (800) 467-SITE �ttti 11A PROJECT DESCRIPTION: MODIFICATION DRAWINGS T " ML FOR A 152' GUYED TOWERao ` , 0 ►"NAL 01/23/12 J. DARRIN HOLT, PH.D., P.E. MASSACHUSETTS LIC. NO. 47696 DRAWN BY: DBM CHECKED BY: SMN ENG APPV'D: JDH PROJECT NO: 1 1-05129E S2 SUBMITTALS DATE DESCRIPTION REV 09/09/11 PRWMARY/RENEW A 01/23/12 CONSTRUCTION 1 SITE NAME: NORTH ANDOVER SHEET INDEX THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS SITE NUMBER: SHTNO. DESCRIPTION PROPRIETARY BY NATURE. NO. REPRODUCTION OR CAUSING TO BE MA01085 A REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT � T-1 TITLE SHEET THE PERMISSION OF FDH N-1 GENERAL NOTES ENGINEERING, INC. IS PROHIBITED. SITE ADDRESS: N-2 FOUNDATION NOTES SITE NAME: 300 CHESTNUT STREET S-1 MODIFICATION SCHEDULE NORTH ANDOVER S-2 NEW INNER GUY ANCHOR FOUNDATION DETAILS NORTH ANDOVER, MA 01845 S-3 GUY WIRE DETAILS SITE NUMBER: COORDINATES: S-4 PULSE CHARTS MAO 1085-A S-5 FENCE DETAILS LATITUDE: 42.6689° SITE ADDRESS: LONGITUDE: -71.1088" 300 CHESTNUT STREET NORTH ANDOVER,MA 01845 SHEET TITLE TITLE SHEET SHEET NUMBER T-1 GENERAL NOTES: STEEL: CORRECTION OF FAILING MODIFICATION INSPECTIONS(MI): PREPARED BY: 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL APPLICABLE 1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN IF THE MODIFICATION INSTALLATION WOULD FAIL THE MI ("FAILED MI"), FEDERAL, STATE AND LOCAL CODES AND ORDINANCES. IT IS THE ACCORDANCE WITH THE LATEST AISC CODE AND ASTM THE GC SHALL WORK WITH FDH TO COORDINATE A REMEDIATION PLAN CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL PERMITS NECESSARY SPECIFICATIONS. IN ONE OF TWO WAYS: SIC4NEEMRI^K► TO COMPLETE THE PROJECT AND ABIDE BY ALL CONDITIONS AND 2730 ROWLAND RD. REQUIREMENTS OF THE PERMITS. *ALL GUY WIRE SHALL BE ASTM A475 UNLESS OTHERWISE 1. CORRECT FAILING ISSUES TO COMPLY WITH THE SPECIFICATIONS RALEIGH, NC 27615 SPECIFIED. CONTAINED IN THE ORIGINAL CONTRACT DOCUMENTS AND PHONE: (919) 755-1012 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF COORDINATE A SUPPLEMENT MI. FAX: (919) 755-1031 ALL DIMENSIONS, ELEVATIONS AND EXISTING CONDITIONS AT THE 2. ALL CONNECTIONS OF STRUCTURAL STEEL MEMBERS SHALL BE 1.1. IF A MI RE-VISIT IS REQUIRED, THE GC IS RESPONSIBLE FOR SITE BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK. NO MADE USING SPECIFIED WELDS WITH WELDING ELECTRODES E-70XX THE ASSOCIATED COST. PREPARED FOR: EXTRA CHARGE OR COMPENSATION SHALL BE ALLOWED DUE TO OR SPECIFIED HIGH STRENGTH BOLTS TO BE ASTM A325N, THREAD DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND DIMENSIONS INCLUDED WITH SHEAR PLANE (UNLESS OTHERWISE NOTED). 2. OR, WITH FDH'S APPROVAL, THE GC MAY WORK WITH THE EOR TO INDICATED ON THE CONSTRUCTION DRAWINGS. ANY SUCH RE-ANALYZE THE MODIFICATION/REINFORCEMENT USING THE DISCREPANCY IN DIMENSION WHICH MAY BE FOUND SHALL BE 3. ALL BOLTED CONNECTIONS TO BE INSTALLED TO A SNUG-TIGHTENED AS-BUILT CONDITION. FEE TO BE DETERMINED. S v SUBMITTED TO FDH ENGINEERING FOR CONSIDERATION BEFORE THE CONDITION IN ACCORDANCE WITH AISC 13 PART 16.2, CONTRACTOR PROCEEDS WITH THE WORK IN THE AFFECTED AREAS. "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR REQUIRED PHOTOS: 5900 BROKEN SOUND PARKWAY, NW A490 BOLTS", SECTION 8.1, UNLESS OTHERWISE SPECIFIED. ALL SOCA RATON. FL 33487 3. INCORRECTLY FABRICATED, DAMAGED, OTHERWISE MISFITTING, OR NUTS SHALL BE HEAVY HEX UNLESS OTHERWISE NOTED. BETWEEN THE GC AND THE MI INSPECTOR THE FOLLOWING (800) 487-SITE NON-CONFORMING MATERIALS AND CONDITIONS SHALL BE REPORTED PHOTOGRAPHS, AT A MINIMUM, ARE TO BE TAKEN AND INCLUDED IN TO FDH ENGINEERING PRIOR TO ANY REMEDIAL OR CORRECTIVE 4. ALL STEEL, AFTER FABRICATION, SHALL BE HOT DIPPED GALVANIZED THE CLOSE OUT DOCUMENTS: ACTION. ALL ACTIONS SHALL REQUIRE FDH ENGINEERING PER ASTM A-123. ALL DAMAGED SURFACES, WELDED AREAS AND M F APPROVAL. AUTHORIZED NON-GALVANIZED MEMBERS OR PARTS (EXISTING OR 1. PRE-CONSTRUCTION GENERAL SITE CONDITION frt 4. ITIS THE CONTRACTOR'S SOLE RESPONSIBILffY TO DETERMINE NEW) SHALL BE PAINTED WITH MULTIPLE COATS OF ZRC COLD ERECTION PROCEDURE AND SEQUENCE SENSURE THE SAFETY OF GALVANIZING COMPOUND ACHEIVING A MINIMUM OF 4 MILS DRY FILM 2. PHOTOGRAPHS DURING THE REINFORCEMENT MODIFICATION a� PER ASTM A 780. CONSTRUCTION/ERECTION AND INSPECTION: THE STRUCTURE AND ITS COMPONENT PARTS DURING ERECTION 2.1. RAW MATERIALS 1WL AND/OR FIELD MODIFICATIONS. THIS INCLUDES, BUT IS NOT LIMITED 5. ALL SHOP AND FIELD WELDING SHALL BE DONE BY WELDERS 2.2. PHOTOS OF ALL CRITICAL DETAILS CML TO, THE ADDITION OF TEMPORARY BRACING, GUYS OR TIE DOWNS QUALIFIED AS DESCRIBED IN THE "AMERICAN WELDING SOCIETY'S 2.3. NEW FOUNDATION THAT MAY BE NECESSARY. SUCH MATERIAL SHALL BE REMOVED STANDARD QUALIFICATION PROCEDURE" TO PERFORM THE TYPE OF 2.4. FINAL INSTALLED CONDITION 47�i0 AFTER THE COMPLETION OF THE PROJECT. WORK REQUIRED. CONTRACTOR IS REQUIRED TO PROVIDE FDH 2.5. SURFACE COATING REPAIR .e qp c 5. CONTRACTOR SHALL PROMPTLY REMOVE ANY do ALL DEBRIS FROM ENGINEERING, INC. WITH A PASSING CERTIFIED WELDING INSPECTION 4o rBtEa� o SITE AND RESTORE AS BEST AS POSSIBLE TO PRECONSTRUCTION FOR ALL WELDS. 3. POST CONSTRUCTION PHOTOGRAPHS: ORAL CONDITION. 3.1. FINAL INFIELD CONDITION 01/23/12 6. STRUCTURAL STEEL MAY NOT BE TORCH CUT FOR FABRICATION. ALL CONTRACTOR QUALIFICATION NOTES: STEEL FABRICATION MUST FOLLOW AISC STANDARDS. PHOTOS OF ELEVATED MODIFICATIONS TAKEN FROM THE GROUND SHALL J. DARRIN HOLT, PH.D., P.E. BE CONSIDERED INADEQUATE. IMASSACHUSETTS LIC. NO. 47696 1. ALL REPAIRS SHALL BE PERFORMED BY A TOWER CONTRACTOR WITH MISC.NOTES: DRAWN BY: DBM A MINIMUM 5 YEARS EXPERIENCE IN TOWER ERECTION AND 1. ALL MODIFICATIONS ARE ASSUMED TO BE MADE ON AN EMPTY CHECKED BY: SMN RETROFIT AND WITH WORKING KNOWLEDGE OF THE ANSI/TIA-222-G TOWER. CONTRACTOR IS RESPONSIBLE TO MAKE PROVISIONS TO "STRUCTURAL STANDARD FOR ANTENNA SUPPORTING STRUCTURES SUPPORT OR WORK AROUND EXISTING ANTENNAS AND ENG APPV'D: JDH AND ANTENNAS". TRANSMISSION LINES. MODIFICATIONS MUST BE CONTINUOUS PROJECT NO: 11-05129E S2 THROUGH ALL AREAS SHOWN. 2. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION MEANS AND METHODS. SHOULD THE CONTRACTOR REQUIRE DIRECT 2. CONTRACTOR FIELD VERIFY ALL DIMENSIONS PRIOR TO SUBMITTALS CONSULTATION, FDH ENGINEERING, INC. IS WILLING TO OFFER CONSTRUCTION. DATE DESCRIPTION REV SERVICES BASED UPON AN AGREED FEE FOR THE WORK REQUIRED. 0s/09/11 PRELMIINARY/REMEW A 1 3. ALL SUBMITTAL INFORMATION MUST BE SENT TO FDH ENGINEERING, FABRICATION NOTES: 01/23/12 CONSTRUCTXMI INC. 2730 ROWLAND RD., RALEIGH NC, 27615, TEL. (919) 1. ALL DIMENSIONS ARE PRELIMINARY UNTIL FIELD VERIFIED BY 755-1012, FAX. (919) 755-1031, E-MAIL INFOOFDH-INC.COM. CONTRACTOR. ANY CHANGES MUST BE APPROVED BY ENGINEER OF ANY VARIATION OF THESE SPECIFICATIONS OR DRAWINGS WITHOUT RECORD IN WRITING PRIOR TO FABRICATION AND INSTALLATION. CONSENT FROM FDH ENGINEERING, INC. WILL VOID ANY RESPONSIBILITY OR LIABILITY FOR DAMAGE (MATERIAL OR PHYSICAL) 2. NEW STEEL MEMBERS MUST HAVE SINGLE DRILLED HOLES. SLOTTED TOWARDS FDH ENGINEERING, INC. AND DOUBLE DRILLED HOLES ARE NOT ACCEPTABLE MEANS OF FABRICATION. JOB SITE SAFETY&NOTES: GUY WIRE SPECIFICATIONS: THE INFORMATION CONTAINED IN 1. NEITHER THE PROFESSIONAL ACTIVITIES OF FDH ENGINEERING, INC. THIS SET OF DOCUMENTS IS NOR THE PRESENCE OF FDH ENGINEERING, INC. OR EMPLOYEES 1. ADJUST INITIAL TENSION AS REQUIRED FOR TEMPERATURE PROPRIETARY BY NATURE. AND SUB-CONSULTANTS AT THE CONSTRUCTION SITE, SHALL CONDITIONS UPON INSTALLATION OF GUY WIRES. CONTACT REPRODUCTION CAUSING TO BE RELIEVE THE GENERAL CONTRACTOR AND OR SUBCONTRACTORS AND REPRODUCED THEE WHOLE OR ANY ENGINEER OR RECORD IF NECESSARY. PART OF THESE DRAWINGS WITHOUT ANY OTHER ENTITY OF THEIR OBLIGATIONS, DUTIES AND THE PERMISSION OF FDH RESPONSIBILITIES INCLUDING, BUT NOT LIMITED TO, CONSTRUCTION 2. UPON INSTALLATION OF NEW GUY WIRES, CONTRACTOR IS ENGINEERING, INC. IS PROHIBITED. MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES RESPONSIBLE FOR ENSURING PLUMB AND TENSION OF ALL GUY NECESSARY FOR PERFORMING, SUPERINTENDING OR COORDINATING WIRES ARE WITHIN ANSI/TIA-222-G SPECIFICATIONS. ALL PORTIONS OF THE WORK OF CONSTRUCTION IN ACCORDANCE SITE NAME: WITH THE CONTRACT DOCUMENTS AND ANY HEALTH OR SAFETY 3. ALL NEW GUY WIRE HARDWARE SHALL BE PROVIDED AS NOTED. PRECAUTIONS REQUIRED BY ANY REGULATORY AGENCIES. THE NORTH ANDOVER GENERAL CONTRACTOR AND OR SUBCONTRACTOR IS SOLELY 4. ANCHOR DROPOFFS AND RADII MAY VARY. CONTRACTOR TO RESPONSIBLE FOR JOB SAFETY, AND WARRANTS THAT THIS INTENT PERFORM SITE VISIT PRIOR TO MATERIAL ORDERS. IS EVIDENT BY ACCEPTING THIS WORK. SITE NUMBER: SUBSTITUTES AND/OR EQUALS: 5. CONTRACTOR MAY BE REQUIRED TO BORE EXISTING FAN PLATE MA01085-A AND/OR GUY LUG HOLES TO ENSURE PROPER FIT OF NEW HARDWARE. CONTRACTOR MUST CONTACT FDH PROJECT MANAGER 1. IF CONTRACTOR WISHES TO FURNISH OR USE A SUBSTITUTE ITEM PRIOR TO BORING FAN PLATE HOLES. OF MATERIAL OR EQUIPMENT, CONTRACTOR SHALL FIRST MAKE SITE ADDRESS: WRITTEN APPLICATION TO ENGINEER OF RECORD FOR ACCEPTANCE THEREOF, CERTIFYING THAT THE PROPOSED SUBSTITUTE WILL 300 CHESTNUT STREET PERFORM ADEQUATELY THE FUNCTIONS AND ACHIEVE THE RESULTS NORTH ANDOVER,MA 01845 CALLED FOR BY THE GENERAL DESIGN, BE SIMILAR IN SUBSTANCE TO THAT SPECIFIED AND SUITED TO THE SAME USE AS THAT SPECIFIED. ALL VARIATIONS OF THE PROPOSED SUBSTITUTE FROM THAT SPECIFIED WILL BE IDENTIFIED IN THE APPLICATION AND SHEET TITLE AVAILABLE MAINTENANCE, REPAIR AND REPLACEMENT SERVICE WILL GENERAL BE INDICATED. THE APPLICATION WILL ALSO CONTAIN AN ITEMIZED NOTES ESTIMATE OF ALL COSTS OR CREDITS THAT WILL RESULT DIRECTLY OR INDIRECTLY FROM ACCEPTANCE OF SUCH SUBSTITUTE INCLUDING COSTS OF REDESIGN AND CLAIMS OF OTHER CONTRACTORS AFFECTED BY THE RESULTING CHANGE, ALL OF WHICH WILL BE SHEET NUMBER CONSIDERED BY ENGINEER OF RECORD IN EVALUATION OF THE PROPOSED SUBSTITUTE. ENGINEER OF RECORD MAY REQUIRE CONTRACTOR TO FURNISH ADDITIONAL DATA ABOUT THE PROPOSED N-1 SUBSTITUTE. e FOUNDATION NOTES: FOUNDATION CONCRETE: PREPARED BY: 1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, 1. WORK SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF ACI AND LOCAL CODES AND ORDINANCES. 318 - BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. 1=1D" 2. PROCEDURES FOR THE PROTECTION OF EXCAVATIONS, EXISTING 2. PROPORTIONS OF CONCRETE MATERIALS SHALL BE SUITABLE FOR 2dNEERl 2730 ROWLAND RD. CONSTRUCTION AND UTILITIES SHALL BE ESTABLISHED PRIOR TO THE INSTALLATION METHOD UTILIZED AND SHALL RESULT IN RALEIGH, NC 27615 FOUNDATION INSTALLATION. DURABLE CONCRETE FOR RESISTANCE TO LOCAL ANTICIPATED PHONE: (919) 755-1012 AGGRESSIVE ACTIONS. THE DURABILITY REQUIREMENTS OF ACI 318 FAX: (919) 755-1031 3. ALL WORK PRESENTED ON THESE DRAWINGS IS TO BE COMPLETED CHAPTER 4 SHALL BE SATISFIED BASED ON THE CONDITIONS BY THE CONTRACTOR UNLESS OTHERWISE NOTED AND/OR AGREED EXPECTED AT THE SITE. AS A MINIMUM, CONCRETE SHALL PREPARED FOR: TO WITH FDH ENGINEERING. DEVELOP A COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DAYS. 4. THE CONTRACTOR MUST HAVE EXPERIENCE IN PERFORMANCE OF 3. CONCRETE SHALL BE PLACED IN A MANNER THAT WILL PREVENT ][ WORK DESCRIBED HEREIN. BY ACCEPTANCE OF THIS ASSIGNMENT, SEGREGATION OF CONCRETE MATERIALS, INFILTRATION OF WATER OR H THE CONTRACTOR IS ATTESTING THAT THEY HAVE SUFFICIENT SOIL, AND OTHER OCCURRENCES THAT MAY DECREASE THE EXPERIENCE, ABILITY, AND KNOWLEDGE OF WORK TO BE STRENGTH OR DURABILITY OF THE CONCRETE. 5900 BROKEN SOUND PARKWAY, NW PERFORMED AND THAT THEY ARE PROPERLY LICENSED, REGISTERED, BOCA RATON, FL 33487 AND/OR ENSURED TO PERFORM THIS WORK. 4. LOOSE MATERIAL SHALL BE REMOVED FROM BOTTOM OF EXCAVATION (800) 487-SITE PRIOR TO CONCRETE PLACEMENT. CONCRETE SHALL BE PLACED 5. CONTRACTOR IS REQUIRED TO HAVE ALL NECESSARY INSPECTIONS ON UNDISTURBED SOIL, AND LOOSE CUTTINGS SHALL BE REMOVED PERFORMED BY THE LOCAL BUILDING CODE OFFICIAL OR AN FROM SIDES OF EXCAVATION PRIOR TO CONCRETE PLACEMENT. APPROVED AGENCY. UNDER NO CIRCUMSTANCES SHALL CONCRETE FALL THROUGH `titt OF 1(,{ WATER. 6. FOUNDATION DESIGN ASSUMES FIELD INSPECTIONS WILL BE 5. IN COLD WEATHER CONDITIONS, WORK SHALL BE IN ACCORDANCE PERFORMED TO VERIFY THAT CONSTRUCTION MATERIALS, c INSTALLATION METHODS AND ANY ASSUMED DESIGN PARAMETERS WITH ACI 306.1-90 (REAPPROVED 2002). SEE ACI 306 FOR T N &' ARE ACCEPTABLE BASED UPON CONDITIONS EXISTING AT THE SITE. DESCRIPTION OF COLD WEATHER CONDITIONS. CIVIL 7. ALL HARDWARE ASSEMBLY AND MANUFACTURER'S INSTRUCTIONS 6. SULFATE RESISTANT CEMENT SHALL BE USED IN AREAS WHICH ARE SHALL BE FOLLOWED; ANY CONTRADICTION BETWEEN THE KNOWN TO HAVE HIGH SULFATES IN SOIL AND GROUND WATER. A MANUFACTURER'S RECOMMENDATIONS AND THESE DRAWINGS ARE TO R QrarEaQ° BE BROUGHT IMMEDIATELY TO THE ATTENTION OF THE ENGINEER CONCRETE TESTING: jO� AND OWNER. CONAL 1. SLUMP TEST SHALL BE PERFORMED ON-SITE TO ENSURE 01/23/12 8. ANY CONTRACTOR INSTALLING ADHESIVE ANCHORING SYSTEMS SHALL WORKABILITY OF CONCRETE. J. DARRIN HOLT, PH.D., P.E. BE TRAINED, IN PERSON BY A MANUFACTURER'S REPRESENTATIVE, CYLINDERS SHALL BE MADE AND CURED IN ACCORDANCE MASSACHUSETTS LIC. NO. 47696 2 ON THE PROPER INSTALLATION TECHNIQUES. THIS TRAINING SHALL ALL ALL ASTM TEST CYLINLINC31COMPRESSION TESTING SHALL BE DONE O INCLUDE PROPER DRILLING, HOLE CLEANING, AND INSTALLATION WITH ACCORDANCE WITH ASTM C39. DRAWN BY: DBM METHODS FOR THE ADHESIVE ANCHORING SYSTEM AND CONSTRUCTION CONDITIONS ON THIS PROJECT. ALL TRAINING TO CHECKED BY: SMN BE CONDUCTED PRIOR TO CREWS STEPPING ON SITE. IT IS THE 3. CYLINDERS TO BE BROKEN ON DAYS 7 AND 28. (2) ADDITIONAL ENG APPV'D: JDH RESPONSIBILITY OF THE CONTRACTOR TO CONTACT MANUFACTURER CYLINDERS SHOULD BE AVAILABLE FOR ANY ADDITIONAL TESTING. REPRESENTATIVE TO SET UP TRAINING. FDH IS NOT RESPONSIBLE PROJECT NO: 11-05129E S2 FOR ANY COST OCCURRED FOR OR DURING ADHESIVE ANCHORING 4. A SUFFICIENT SAMPLING OF CONCRETE SHALL BE TAKEN TO SYSTEM TRAINING. ENSURE A FAIR REPRESENTATION OF THE CONCRETE USED FOR ALL SUBMITTALS SLUMP AND COMPRESSION TESTS. NON-COMFORMING MATERIAL 9. CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS SHALL NOT BE ACCEPTED BY CONTRACTOR. DATE DIMPTION REV OF CONSTRUCTION, INCLUDING BUT NOT LIMITED TO, INITIATING, 09/09/11 PREUMINARY/RENEW A MAINTAINING, LAYOUT, AND SUPERVISING ALL SAFETY PRECAUTIONS FOUNDATION REINFORCEMENT: 01/23/12 CONSTRUCTION 1 AND PROGRAMS IN CONNECTION WITH THE WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THE WORK COMPLIES WITH 1. REINFORCEMENT SHALL BE DEFORMED AND CONFORM TO THE ALL APPLICABLE SAFETY CODES AND REGULATIONS. REQUIREMENTS OF ASTM A615 GRADE 60 UNLESS OTHERWISE NOTED. SPLICES IN REINFORCEMENT SHALL NOT BE ALLOWED 10. ALL DIMENSIONS AND/OR ELEVATIONS, OR SIMILAR EXISTING UNLESS OTHERWISE NOTED. CONDITIONS SHOWN ON THE DRAWING ARE TO BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO BEGINNING ANY MATERIAL 2. REINFORCEMENT SHALL BE PROPERLY PLACED PRIOR TO ANY ORDERING, FABRICATION, OR CONSTRUCTION WORK. ANY CONCRETE PLACEMENT. REINFORCING SHALL BE BRACED TO RETAIN DISCREPANCIES ARE TO BE IMMEDIATELY BROUGHT TO THE PROPER DIMENSIONS DURING HANDLING AND THROUGHOUT THE INFORMATION CONTAINED IN ATTENTION OF THE ENGINEER/OWNER. DISCREPANCIES MUST BE PLACEMENT OF CONCRETE. THIS SET OF DOCUMENTS IS RESOLVED BEFORE CONTRACTOR IS TO PROCEED WITH THE WORK. PROPRIETARY BY NATURE. 3. WELDING IS PROHIBITED ON REINFORCING STEEL AND EMBEDMENTS. REPRODUCTION OR CAUSING TO BE 11. FOUNDATION DESIGN HAS BEEN DEVELOPED IN ACCORDANCE WITH REPRODUCED THE WHOLE OR ANY THE LIMITS OF THE SUBSURFACE DATA PROVIDED. APPLICABLE 4. MINIMUM CONCRETE COVER FOR REINFORCEMENT SHALL BE 3 PART OF THESE DRAWINGS WITHOUT CODES ARE ACI-318. SHOULD SUBSURFACE CONDITIONS VARY FROM INCHES. REBAR CHAIRS MUST BE USED TO ENSURE THE 3 INCH THE PERMISSION OF FDH THOSE VALUES USED IN THE DESIGN, THEN FDH ENGINEERING, INC. MINIMUM COVER. CONCRETE BLOCKS ARE NOT TO BE USED TO ENGINEERING, INC. IS PROHIBITED. SHOULD BE NOTIFIED IMMEDIATELY. OBTAIN MINIMUM COVER. 12. FOUNDATION BACKFILL SHALL BE PLACED IN 8-INCH MAXIMUM SITE NAME: LAYERS AND COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS NORTH ANDOVER DETERMINED BY ASTM D-698 (STANDARD PROCTOR). ADDITIONALLY, STRUCTURAL BACKFILL MUST HAVE A MINIMUM COMPACTED UNIT WEIGHT OF 120 LBS PER CUBIC FOOT. SITE NUMBER: 13. ANY EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" X MA01085-A 3/4" MINIMUM. 14. CONTRACTOR TO PROVIDE A "SAFE WORKING" SOIL SLOPE FOR EXCAVATIONS DEEPER THAN 4 FT. (I.E. FOR EVERY FOOT OF DEPTH, SITE ADDRESS: TRENCH MUST BE EXCAVATED BACK 1-1/2FT). IF "SAFE 300 CHESTNUT STREET WORKING" SLOPE CANNOT BE ATTAINED, CONTRACTOR SHALL NORTH ANDOVER,MA 01845 PROVIDE TEMPORARY SOIL SHORING PER ALL APPLICABLE SAFETY CODES & REGULATIONS DURING CONSTRUCTION. SHEET TITLE FOUNDATION NOTES SHEET NUMBER N-2 PREPARED BY: MEMBER SIZE KEY TOWER MODIFICATION SCHEDULE OVC'IN�FR�NG MARK SIZE BOTTOM TOP ELEV. 2730 ROWLAND RD. NO. TYPE OF MODIFICATION RALEIGH, NC 27615 A P2.5x.276 (GR) ELEV.(FT) (FT) I PHONE: (919) 755-1012 FAX: (919) 755-1031 B L2-1/2x2-1/2x7/16 1 INSTALLATION OF NEW GUY ANCHOR. SEE S-2 FOR DETAILS. -8.0± -5.0± 152.0• PREPARED FOR: a 00 U U U Q � C L3-1/2x4x7/16 2 SEEIX 3 AND S44EHS F FORO BE DETAILS. (CONTRACTOR TO PROVIDE ALL NEW HARDWARE)LOCATED TO NEW INNER GUY ANCHOR. O.Of 96.0t 148,0' D 2 ® 2.5 � 3 (2) EXISTING 1/2" EHS TO BE RELOCATED TO NEW INNER GUY ANCHOR. SEE S-3 AND S-4 FOR DETAILS. (CONTRACTOR TO PROVIDE ALL NEW HARDWARE) 0.0± 40.0± S V • APPURTENANCES MAY INTERFERE 4 CONTRACTOR TO PLUMB TOWER & TENSION ALL GUY WIRES AS SHOWN. SEE S-4 _ _ 5900 BROKEN SOUND PARKWAY, NW FOR DETAILS. BOCA RATON, FL 33487 136.0 WITH PROPOSED MODIFICATIONS. - - (800) 487-SITE 5INSTALLATION OF NEW FENCE FOR NEW ANCHOR. SEE S-5 FOR DETAILS. • ALL MODIFICATIONS TO BE INSTALLED CONTINUOUSLY THROUGH EXISTING tN of 16{ 126.0' EQUIPMENT.EQUIPMENT.ALL EXISTING EQUIPMENT n `r NOT TO BE DAMAGED OR TAKEN OFF v.t 00 co p ! AIR DURING INSTALLATION. EXISTING OUTER ca be A,p1 M x x 4 N 116.0' Zc ANCHOR (A) T N _$ 4711111111111 SEE STRUCTURAL ANALYSIS REPORT R=145'-0"± (0) ML N \ IL CL 04 a O err+ FOR EXISTING ANTENNA LOADING. o ABANDONED INNER CL �? N 106.0' F,ys ANCHOR (A) 'O?W INNERC ♦p tr<TE0.Q° R=100'-0"± (0) ANCHOR (A) d NAL Os R=85'-0"± (0) 01/23/12 1 J. DARRIN HOLT, PH.D., P.E. y 96 MASSACHUSETTS LIC. NO. 47696 Q DO U U U D ��" DRAWN BY: DBM 90�. NEW INNER NEW INNER CHECKED BY: SMN �} ANCHOR (C) ANCHOR (B) R=85'-0"± (0) R=85'-O"± (0) ENG APPVD: JDH 2 PROJECT NO: 11-05129E S2 SUBMITTALS N EXISTING OUTER IXDATE DESCRIPTION REV ISTING OUTER 09/09/11 PRMNRIARY/REVEW A Z , ANCHOR (C) ANCHOR (B) M 70.0' �J R=145'-0'± (0) 1 1 R=145'-0"± (0) /za/iz CONSTRUCTION 1 QJQ \ 60.0' y `.`` ABANDONED INNER ABANDONED INNER ANCHOR (C) ANCHOR (B) R=100'-0"± (0) R=100'-0"± (0) x 50'0 m�, ANCHOR LAYOUT THE INFORMATION CONTAINED IN ip ` THIS SET OF DOCUMENTS IS \ co co 000 ��j'PF SCALE: NTS PROPRIETARY BY NATURE. p M N N N p! \��` REPRODUCTION OR CAUSING TO BE x x x N °�y ` REPRODUCED THE WHOLE OR ANY N \M O PART OF THESE DRAWINGS WITHOUT a a a O 40 0' 3 �� 4 THE PERMISSION OF FDH CL n n �1 �O ENGINEERING, INC. IS PROHIBITED. J CLIMBING LADDER W/ 30.0' SAFETY CABLE SITE NAME: N NC ET STING FUTURE NORTH ANDOVER (6) 1-5/8" CO O ELEV:1-5/8±COAX FR Fy ELEV: 130'± 00 0 20.0 �'ch EXISTING O�OO SITE NUMBER: o RF` ` (1) 1/2" COAX o00 EXISTING MA01085-A ELEV: 151.2'± (DEAD) ) 5COACOAX 7 0 (1) 3/8COAX 10.0' 0 TO\`a aaaaa EXISTING ELEV: 1 SITE ADDRESS: (1) 1-1/4" COAX a ELEV: 151.2'± 00 ( ) 300 CHESTNUT STREET EXISTING op 000 NEW BY OTHERS(1) FIBER CABLE NORTH ANDOVER,MA 01845 0. (1) 1/2` COAX 00000 (1) 3" CONDUIT 5 < ELEV: 61.3'± °olo°° 00 O (2) DC CABLES ELEV: 119.1'± SHEET TITLE 1 EXISTING ANCHOR EXISTING FUTURE MODIFICATION = x TO BE ABANDONED (1) 1/2" COAX (3) 7/8" COAX SCHEDULE = o N NEW INNER GUY RADIUS (SEE ANCHOR LAYOUT) ELEV: 119.1'± (4) 1/2" COAX a p o uJ EXISTING INNER GUY RADIUS (SEE ANCHOR LAYOUT) EXISTING ELEV: 144.0'± & 140.0'± N o 0 o N w w w EXISTING OUTER GUY RADIUS (SEE ANCHOR LAYOUT) (1) 1/4" COAX w a o 0 0 a Q 0 ELEV: 54. 8'± SHEET NUMBER J o ~ m = TOWER ELEVATION COAX LAYOUT SCALE: NTS SCALE: NTS �_ PREPARED BY: NEW GUY ANCHOR ROD. 3'-0" °o° VALMONT PART N0. 125965 OR EQUIVALENT F=I:X" MIN. 10"=2' E MIN. in 0 co o. f5'-2 5/16" z730 ROWlA'NDr RO S COVER COVER U RALEIGH, NC 27615 R-3 FILL DIRT PHONE: (919) 755-1012 R-1 _ TYP• SEE FOUNDATION NOTE NO. 12 FAX: (919) 755-1031 R-4 ON SHEET N-2 TMP' • TYP•C14 I PREPARED FOR: i\\/i\y'\\/i�/\/\ R-2 P z\/\1/\:/\�/�\�/ /\\// //\\// /\\//\\/ //\\//\///\\// /i\/\/i\/i// \/\/\ \/\/\ \/\/ \/\/ /\/\/\/\ /\\/ • a II �\ice\i�(��\i�\''\//\//\//\ \//\//\ \////\//\//\//\//\//\ \//\//\//\//\//\//\//\//\//\� NE \\/\\/\ \\/ /\\/\\/ 5900 BROKEN SOUND PARKWAY. NW NEW GUYLo C14 ""Z"/" //�/ /�///////\ //\/ //\//\//\ \//\//\//\//\//\//\//\//\//\ BOCA RATON. FL 33487 ANCHOR ROD. 4 0 %\i\\/i\\i\\�\\i/��\i\\j\\j\ \\j\\j\' \\j\\/\\/\\/\\/\\/\\/ /\\j\\/\\/\\/\\/\\/\\/\\/\ (600) 487-SITE VALMONT S-2 .a i�i /\\�\ /\\/\\/\\�/\\�/\\�/ % %/\\\/ o PART NO. 125965 \';i\i/\\�ii\/\/� �' / / / / / / / / / / in OR EQUIVALENT ® /\\ Fs,\�\\/\\ \/\\/\\/\\/\\/\\ \/\\/'NEW CONCRETE \/j\i GUY ANCHOR ok OF . ' CL t \i\\/i\/i\/\/iG / / \//\ w a I ce \/i� \ /\\//\\//�\ �-'\/\\\\ \/\\/\\ \/\\ \/\\/\\/\\/� ? M n /\ T \�/x/ x//'-�\\//\\//\\// \\//\\//\\ \\\/ /\\ \/\\/\\/\\/\� clingy N iiyR\iii\�i���i��%/��/j\�/j\�/j\�/j\ a�oN�L E'1►o 01/23/12 J. DARRIN HOLT, PH.D., P.E. N ' /y/!\///\\/!\/\ / / / / / /\� I MASSACHUSETTS LIC. NO. 47696 NEV UYCONCRETE ANCHOR a, u'>� \\\>//XZ'\'�i/'\r1\X/!\�fY� / \\ DRAWN BY: DBM I a R-1 3" CHECKED BY: SMN 3" TYP. MIN. . Z ENG APPV'D: JDH M- r MIN. COVER COVER U PROJECT NO: 11-051 29E S2 1'-6" z SUBMITTALS U 3'-0" DATE DESCRIPTION REV 09/09/11 PRaMARYAEVEYI A 01/23/12 CONSTRUCTION 1 NEW INNER GUY ANCHOR NEW INNER GUY ANCHOR PLAN VIEW SECTION VIEW 1 PLAN 2 SECTION S-2 SCALE:3/8"=1'-0" S-2 SCALE:3/8"=1'-0" THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE m REPRODUCED THE WHOLE OR ANY a PART OF THESE DRAWINGS WITHOUT 1031 2 6"SPCS0 M U} THE PERMISSION OF FDH Z 3" ENGINEERING, INC. IS PROHIBITED. R-2 M m TYP MIN. COVER TYR CONTRACTOR TO PROVIDE ENGINEER OF SITE NAME: 4a° . a RECORD WITH PICTURES OF REBAR LAYOUT FOR NORTH ANDOVER APPROVAL PRIOR TO POURING CONCRETE. U)_ o a SITE NUMBER: �� � 4' a d NEW GUY ANCHOR MATERIAL LIST* MA01085-A a a ad PART NO. TYPE QTY LENGTH DESCRIPTION SITE ADDRESS: R-14 NEW GUY ANCHOR ROD. VALMONT 125965 1 12'-6"f ANCHOR ROD 3" TYP T- OR VALMONT PART NO. 125965 300 CHESTNUT STREET MIN. MIN. � EQUIVALENT 8 NORTH ANDOVER, MA 01845 COVER COVER � < R-1 12 9'-6"t REBAR 3,_O._ '-0" R-3 J R-4-/ R-2 © 14 12'-2"t #5 REBAR STIRRUPS W/ 2" OVERLAP TMP SHEET TITLE R-3 4 8'-0"t #4 REBAR NEW INNER GUY ANCHOR NEW INNER GUY ANCHOR NEW INNER GUY ANCHOR R-4 Q 9 2'-6"f #3 REBAR STIRRUPS FOUNDATION DETAILS SECTION VIEW SECTION VIEW - • 3.7t CU. YD N/A 4000 PSI CONCRETE 3 SECTION 4 SECTION *QUANTITY REFLECTS INFORMATION FOR (1) NEW ANCHOR. (3) TOTAL REQUIRED. SHEET NUMBER S-2 NTS S-2 NTS S-2 PREPARED BY: WIRE RELOCATIONS SHOULD NOT BE PERFORMED GUY WIRE MATERIAL CHART* IF WIND SPEED EXCEEDS 20 MPH. GUY ELEVATION GUY SIZE TURNBUCKLE DEADEND SLEEVE PREFORM THIMBLE SHACKLE EEP-4�11NIEEIEF?II-JC' OVERSIZED SHACKLE MAY BE REQUIRED FOR 96 0•± (6) 3/4" EHS (6) 1-1/4"x18" J/J (12) 3/4" (12) 3/4" (12) 1" HVY (12) 1" SPA RALEIG2730 H NC 27D. 615 TURNBUCKLE TO FAN PLATE CONNECTION. PHONE: (919) 755-1012 40.0'± (6) 1/2" EHS (6) 7/8"x12" J/J (12) 1/2" (12) 1/2" (12) 5/8" HVY (12) 5/8" SPA FAX: (919) 755-1031 PREPARED FOR: SAFETY WIRE 1 (3) 3/8" EHS - - - - - *CONTRACTOR TO PROVIDE NEW HARDWARE ON RELOCATED WIRES AT ANCHOR END & SHALL SUBMIT VERIFICATION OF PURCHASED MATERIAL TO FDH CONSTRUCTION MANAGER PRIOR TO INSTALLATION. 5900 BROKEN SOUND PARKWAY, NW BOCA RATON, FL 33487 (800) 487-SITE NEW STANDARD WIRE SERVING NEW PREFORM / 1�,tK OF \ I 0 NEW DEADEND SLEEVE y HOLT �� RELOCATED NEW \ ieIVIL GUY WIRE SHACKLE NEW GUY WIRE 47= EL: 96.0'± NEW THIMBLE A ° �arceav RELOCATED �O GUY WIRE NEW WIRE GUY WIRE ATTACHMENT AT TOWER 4`CONAL EL: 96.0'± ROPE CUPS ELEVATION VIEW 01/23/12 (TYP. OF 4) J. DARRIN HOLT, PH.D., P.E. 2 DETAIL MASSACHUSETTS LIC. NO. 47696 NEW DEADEND S-3 NTS DRAWN BY: DBM SLEEVE (TYP. OF 4) CHECKED BY: SMN ENG APPV'D: JDH NEW PREFORM (TYP. OF 4) PROJECT NO: 11-05129E S2 NEW STANDARD WIRE SERVING SUBMITTALS DAZE DESCiIP710N REV RELOCATED (TYP. OF 4) 09/09/11 PROMARYAEVIEW A GUY WIRE NEW THIMBLE 01/23/12 CONSTRUCT R 1 EL: 40.0'± (Tl'P. OF 4) RELOCATED NEW GUY STRAND, GUY WIRE 3/8" EHS SAFETY WIRE EL: 40.0'± (TO BE INSTALLED FIGURE 8 AS SHOWN) O NEW TURNBUCKLE 0 (TYP. OF 4) THE INFORMATION CONTAINED IN NEW GUY ANCHOR THIS SET OF DOCUMENTS IS O SEE S-2 FOR DETAILS. PROPRIETARY BY NATURE. REPRODUCTION OR CAUSING TO BE 0 REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT O THE PERMISSION OF FDH ENGINEERING, INC. IS PROHIBITED. NEW GROUNDING CABLE 0 SITE NAME: (2/0 SOLID MINIMUM SURFACE AREA) (2) NEW NORTH ANDOVER WIRE ROPE O CLIPS, 3/8" NEW COTTER SITE NUMBER: GRADE PIN (TYP. OF 4) MA01085-A SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER, MA 01845 NEW GROUNDING ROD (MINIMUM 5/8"0 X 10' LONG SHEET TITLE W/ 10' MINIMUM EMBED.) GUY WIRE DETAILS GUY WIRE ATTACHMENT @ NEW INNER ANCHOR(R=85'-0") ELEVATION VIEW SHEET NUMBER 1 DETAIL S-3 NTS �_ PREPARED BY: E0%%1C31NEE1E=H 2730 ROWLAND RD. RALEIGH, NC 27615 PHONE: (919) 755-1012 FAX: (919) 755-1031 PREPARED FOR: SBAUJ 5900 BROKEN SOUND PARKWAY, NW BOCA RATON. FL 33487 (800) 487-SITE ,tttt of v T N GUY # HEIGHT DIA. RADIUS ANCHOR GUY GUY # HEIGHT DIA. RADIUS ANCHOR GUY GUY # HEIGHT DIA. RADIUS ANCHOR GUY MIL (ft.) (in) (ft.) ELEV. (ft.) LENGTH (ft.) (ft.) (in) (ft.) ELEV. (ft.) LENGTH (ft.) (ft.) (in) (ft.) ELEV. (ft.) LENGTH (ft.) "m° 1&2 152 3/4" EHS 145 0 210.1 3&4 96 3/4" EHS 85 0 128.2 5&6 40 1/2" EHS 85 0 93.9 .6 ♦F ISTD ID o� Initial Temp. Guy tension Time For 10 Initial Temp. Guy tension Time For 10 Initial Temp. Guy tension Time For 10 01/23/12 Tension F (kips) KN Pulses Seconds Tension F (kips) KN Pulses Seconds Tension F (kips) KN Pulses Seconds MASSACHUSETTS LIC. NOP 47696 100/0 0 7.34 32.65 9.12 100/0 0 7.22 32.13 5.61 100/0 0 3.91 17.40 3.81 DRAWN BY: DBM 10 7.09 31.53 9.29 10 6.99 31.10 5.71 10 3.71 16.49 3.91 CHECKED BY: SMN 20 6.84 30.41 9.45 20 6.76 30.06 5.80 20 3.50 15.59 4.02 ENGAPPV'D: JDH 30 6.59 29.29 9.63 30 6.53 29.03 5.91 30 3.30 14.68 4.14 PROJECT NO: 11-05129E S2 40 6.33 28.17 9.82 40 6.29 28.00 6.01 40 3.10 13.78 4.28 50 6.08 27.05 10.03 50 6.06 26.96 6.13 50 2.89 12.87 4.43 SUBMITTALS DALE DESCRIPTION REV 60 5.83 25.93 10.24 60 5.83 25.93 6.25 60 2.69 11.97 4.59 09/09/11 PRaSIMARY/RE11Ew A 70 5.58 24.81 10.47 70 5.60 24.90 6.38 70 2.49 11.06 4.77 01/23/12 CONSTRUCTION 1 80 5.33 23.69 10.71 80 5.37 23.87 6.51 80 2.28 10.15 4.98 90 5.07 22.57 10.97 90 5.13 22.83 6.66 90 2.08 9.25 5.22 100 4.82 21.45 11.26 100 4.90 21.80 6.82 100 1.88 8.34 5.50 PULSE CHARTS THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS p /� PROPRIETARY BY NATURE. ANCHORS A, B� ° C REPRODUCTION OR CAUSING TO BE S 4 NTS REPRODUCED THE WHOLE OR ANY PART OF THESE DRAWINGS WITHOUT THE PERMISSION OF FDH ENGINEERING, INC. IS PROHIBITED. SITE NAME: NORTH ANDOVER SITE NUMBER: MA01085-A SITE ADDRESS: 300 CHESTNUT STREET NORTH ANDOVER,MA 01845 SHEET TITLE PULSE CHARTS SHEET NUMBER S-4 PREPARED BY: F=KDI" E�INEEFQ�PQC_ 2730 ROWLAND RD. CORNER RALEIGH, NC 27615 POST PHONE: (919) 755-1012 FAX: (919) 755-1031 STEEL 4 SELF-TAPPI GS SCREWS PREPARED FOR: S-5 15'-0" 3'-0" FROM POINT OF S B A DAYLIGHT #2 SOLID, BARE, TINNED ftk §. COPPER WIRE. CONNECT CENTER LINE OF TO GROUND ROD OR RING. soca RATON. FL3348iARKWAY, NW EXISTING/NEW GUYT (800) 487-SITE OW noANCHOR GRADE " W \Q \< mo �I Z NEW �j �j �j w ,n� •_� \ M GUY ANCHOR N1 � • 1 \ a \/�\\/�\\/�\ ML 4 No apo 18TEaQ� O #2 SOLID BARE, TINNED \ ONAL COPPER WIRE. EXTEND TO 01/23/12 OPPOSITE FENCE POST J. DARRIN HOLT, PH.D., P.E. FOR BURIED GATE JUMPER MASSACHUSETTS LIC. NO. 47696 NEW GUY ANCHOR FENCE(3 LOCATIONS) NEW GUY ANCHOR FENCE DRAWN BY: DBM CHECKED BY: SMN 1 PLAN VIEW 2 GROUNDING DETAIL ENG APPV'D: JDH S-5 NTS S-5 NTS PROJECT NO: 1 1-05129E S2 SUBMITTALS DATE DESCRIPTION REV 09/09/11 PRELIMINARY/REYEW A 01/23/12 CONSTRUCTION 1 CENTER LINE OF NEW GUY WIRE 15'-0" FOLD VERIFY- MAY NEED TO INCREASE SPACING TO ACCOMADATE CLEARANCE FOR NEW/ RELOCATED GUY WIRES. THE INFORMATION CONTAINED IN BARBED WIRES ARE 6'-0" THIS SET OF DOCUMENTS IS NOT REQUIRED FOR3'-0" FROM CONTRACTOR TO FIELD FORK LATCH WITH FIELD VERIFY PROPRIETARY BY NATURE. GUY WIRE FENCE 7'-6" -{ POINT OF VERIFY CLEARANCE COMBINATION LOCK �5'-3 3/4"� REPRODUCEID ON THOERWHO EINORTANYE DAYLIGHT BETWEEN GUY WIRE MAN GATE PART OF THESE DRAWINGS WITHOUT & FENCE. THE PERMISSION OF FDH ENGINEERING, INC. IS PROHIBITED. CORNER SITE NAME: o POST o YELLOW CAUTION tic NORTH ANDOVER SIGN MOUNTED ON FENCE FACING EXTERIOR OF COMPOUND SITE NUMBER: GRADENIM GRADElEl MA01085-A \/\/ \/\ SITE ADDRESS: 1 300 CHESTNUT STREET �1Typ" CORNER POSTS CENTER LINE OF NORTH ANDOVER,MA 01845 CONCRETE FOUNDATION NEW GUY WIRE (4000 PSI) • , • SHEET TITLE • NEW r ° FENCE DETAILS NEW GUY ANCHOR GUY ANCHOR A NEW GUY ANCHOR FENCE NEW GUY ANCHOR FENCE SHEET NUMBER 3 SIDE ELEVATION a FRONT ELEVATION S—`j S-5 NTS S-5 NTS MENGINEERING INNOVATION Subcontract Number: T-1201044TC1 Date Issued:01/24/12 The Subcontract Number MUST be included on your invoice and included in all correspondence to FDH Please e-mail your invoice and lien release(provided by FDH)to: ap@fdh4nc.com Contractor: Subcontractor: FDH, Inc. Eastern Communications,Inc. 2730 Rowland Road 35 Bradley Dr. Suite 100 Stop 1 Raleigh,NC 27615 Westbrook,ME 04092 Telephone: 919 755-1012 The Project: North Andover 300 Chestnut Street North Andover,MA 01845 Site Contact: Steven Strickland Billing Code Description Amount TOWMOC Tower Modification 37,900.00 Total: 37,900.00 Before work commences a Certificate of Insurance meeting FDH guidelines must be on file. Any changes to scope of work,price,etc.will require a revised Subcontract Award in the new amount Sales tax is to be paid by the Subcontractor either direct to the governing authority or direct to their vendors as part of the subcontract amount awarded above. Page 1 Massachusetts- Department of Public Safet% Board of Building Regulations and Standards Construction Supervisor License License: CS 79697 MICHAEL D HEATH 72 FORESIDE ROAD FALMOUTH, ME 04105 Expiration: 2/20/2013 (•unnnissi„ner Tr#: 11126 A� CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DDIY 1/24/20122 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONAME:NTACT Hope a Cote Cross Insurance-Portland PHONE (207)780-1677 FAX 1207)780-6377 AIC No 2331 Congress Street EMAIL .hcote@crossagency.com PO BOX 567 INSURERS AFFORDING COVERAGE NAIC# Portland ME 04112 INSURERA:Peerless Insurance CO. INSURED INSURER B:The Netherlands 24171 Eastern Communications, Inc. INSURERC:Zurich American Ins CO 35 Bradley Drive, Stop 1 INSURER D: INSURER E: Westbrook IdE 04092 INSURERF: COVERAGES CERTIFICATE NUMBER:CL11121558198 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLSUBR TYPE OF INSURANCE POLICY NUMBER POLICY EFF MMIDD/Yl l Y LIMITS LTR GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RTN_T_Eff__ 100,000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ A CLAIMS-MADE F_X1 OCCUR CBP8568270 2/19/2011 2/19/2012 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 3,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 3,000,000 POLICY X PRO LOC $ COMBINED SINGLE LIMIT AUTOMOBILE LIABILITY Ea accident 1,000,000 XANY AUTO BODILY INJURY(Per person) $ B ALL OWNED SCHEDULED aAB395669 2/19/201112/19/2012 BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNEDPROPERTY DAMAGE $ Per accident HIRED AUTOS AUTOS X Hired Auto X Phys.Dam 50,000 250/500 ded C&C Medical a ments $ 2,000 X UMBRELLA LIABX OCCUR EACH OCCURRENCE $ 5,000,000 A EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED I X I RETENTION$ 10,000 CU8561771 2/19/2011 2/19/2012 $ C WORKERS COMPENSATION X I WC STATU- I IOTH- AND EMPLOYERS'LIABILITY RY LIMITS I ER ANY PROPRIETOR/PARTNER/EXECUTIVE� N/A E.L.EACH ACCIDENT $ 11000,000 OFFICER/MEMBEREXCLUDED? 0488712800 4/5/2011 /5/2012 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,descr be under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ 1,000,000 A Leased/Rented Equipment IM8618660 2/19/2011 12/19/2012 Special Form $350,000 Installation Floater $1,000 ded $300,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE: Site#MA01085A, NORTH ANDOVER. Refer to policy for exclusionary endorsements and special provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN SBA ACCORDANCE WITH THE POLICY PROVISIONS. 5900 Broken Sound Parkway Boca Raton, FL 33487 AUTHORIZED REPRESENTATIVE Hope Cote/HAC ACORD 25(2010105) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025rgninmin1 Tho Af'non normo=nrl Innn aro roniefororl mnrlrc of Arr)Pr1 I d5r,, The Commonwealth of Massachusetts y Department of Industrial Accidents Office of Invesdgations 600 Washington Street Boston,Mass. 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): �Cf � (�rcCl s''S CCI`�yLt1C.. Address: 3S ?�CCAdle`i Z),C%\J P �n \ City/State/Zip: 'VN(�Y,xj�n4. "(1,Ae 0LA0g2 Phone#: 26-1 Ar you an employer?Check the appropriate box: Type of project(required): 1. I am an employer with '�)o 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part time).* have hired the sub-contractors 7• D Remodeling 2. ❑ I am a sole proprietor or partner- listed on the attached sheet. ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance. t required] 5.❑ We are a corporation and its 10. ❑Electrical repairs or additions 3. ❑ I am a homeowner doing all work officers have exercised their 11. ❑Plumbing repairs or additions myself [No workers'comp. right of exemption perm MGL insurance required]t c. 152, § 1(4),and we have no 12. ❑Roof repairs employees. [no workers' 13. �Other CQ11�i(1t' comp.insurance required.] CCCY'K�-h Un *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. tHomeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contactors that check this box must attach an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that isproviding workers'compensation insurance for my employees.Below is thepolicy and job site information. Insurance Company Name: Zl)le CQ 1 Pr ieCCDA \(1`,►J�. C`1'� Policy#or Self-ins.Lic.#:'&��LAON�1\LPJ0Q Expiration Date: LI 11 2. Job Site Address: �n C~�* � -'rhe ek- City/State/Zip:N•A-Q&-1J.PC H4 01A'-1S Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration (date). Failure to secure coverage as required under Section 25a of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one year imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of $250.00 a day against violator.Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do herby certify u er t e pains and penalties ofperjury that the information provided above is true and correct Signature: Date: 0 1 7-01 Z Print Name: V.Cc)U(\CA) rtt Phone 2—bL —\` CkCA Official use only Do not write in this area to be completed by city or town official City or Town: Permit/license#: Issuing Authority(circle one): 1.Board of Heath 2. Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact person: Phone#: