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22B-040 (5)
i DESIGNED BY: CI DRAWN BY: KAW PAINT NOTES CHK'D BY DMD -- W PAINTING SCHEDULE: 1. FERROUS METAL : 7. ALUMINUM SURFACE SCHEDULED FOR PAINT FINISH: REMOVE SURFACE CONTAMINATION BY STEAM OR HIGH-PRESSURE WATER. REMOVE A. CLEAN SURFACE IN CONFORMANCE TO SSPC—SP-3 STANDARDS, POWER TOOL CLEANING. OXIDATION WITH ACID ETCH AND SOLVENT WASHING. APPLY ETCHING w PRIMER IMMEDIATELY FOLLOWING CLEANING. N PRIMER: APPLY ONE SPOT COAT OF TENEMEC SERIES 1 PRIMER @ 2.5-3.0 MILS DRY. B. FERROUS METALS: CLEAN UNGALVANIZED FERROUS METAL SURFACES - THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL, GREASE, DIRT, FINISH COAT: APPLY TWO SPOT COATS OF TENEMEC SERIES 1029 (COLOR) AT 2.5 MILS LOOSE MILL SCALE, AND OTHER FOREIGN SUBSTANCES. USE SOLVENT N� PER COAT. OR MECHANICAL CLEANING METHODS THAT COMPLY WITH THE STEEL ° STRUCTURES PAINTING COUNCIL'S (SSPC) RECOMMENDATIONS. TOUCH a COLOR TO MATCH EXISTING BUILDING COLOR. OWNER TO APPROVE COLOR MATCH. UP BARE AREAS AND SHOP APPLIED PRIME COATS THAT HAVE BEEN DAMAGED. WIRE BRUSH, CLEAN WITH SOLVENTS RECOMMENDED BY x PAINT MANUFACTURER, AND TOUCH UP WITH THE SAME PRIMER AS THE ° 2. ZINC COATED METAL: PROVIDE THE FOLLOWING FINISH SYSTEM OVER ZINC COATED METAL: SHOP COAT. I ° A. SEMIGLOSS ACYLIC-ENAMEL FINISH: 2 FINISH COATS OVER A PRIMER. 9. GALVANIZED SURFACES: CLEAN GALVANIZED SURFACES WITH °w NON-PETROLEUM-BASED SOLVENTS SO SURFACE IS FREE OF OIL AND PRIMER: GALVANIZED METAL PRIMER APPLIED AT SPREADING RATE RECOMMENDED SURFACE CONTAMINANTS_ REMOVE PRETREATMENT FROM GALVANIZED BY THE MANUFACTURER TO ACHIEVE A TOTAL DRY FILM THICKNESS OF SHEET METAL FABRICATED FROM COIL STOCK BY MECHANICAL METHODS. NCT LESS THAN 1 .2 MILS_ BENJAMIN MOOR IRON CLAD GALVANIZED METAL LATEX PRIMER #155 OR APPROVED EQUAL. 10. ANTENNA PANELS: REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. PANELS MUST BE FIRST AND SECOND COAT: SEMIGLOSS, .ACYLIC EXTRIOR ENAMEL APPLIED AT SPREADING RATE WIPED WITH METHYL ETHYL KETONE (MEK). RECOMMENDED BY THE MANUFACTURER TO ACHIEVE A TOTAL DRY FILM THICKNESS OF NOT LESS THAN 2.6 MILS. BENJAMIN MOORE REGAL 11 . COAXIAL_ CABLES: REMOVE ALL OIL, DUST, GREASE. DIRT, AND OTHER j m e AQUAGLO VINYL-ACYLIC LATEX ENAMEL #333 OR APPROVED EQUAL. FOREIGN MATERIAL TO ENSURE ADEQUATE ,ADHESION. I J y v 3. ANTENNA PANELS: CLEANING: A SHERWIN WILLIAMS POLANE-B 1. COLLECT WASTE MATERIAL, WHICH MAY CONSTITUTE A FIRE HAZARD, At V 3 B. COLOR TO BE MATCHED WITH EXISTING STRUCTURE. PLACE IN CLOSED METAL CONTAINERS AND REMOVE DAILY FROM SITE. III .o N '2.0 O n p 4. CO C AXIAL CABLES: APPLICATION: III 8%L A. ONE COAT OF DTM BONDING PRIMER (2-5 MILS. DRY FINISH) 1. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S B. TWO COATS OF DTM ACRYLIC PRIMER/FINISH (2.5-5 MILS. DRY FINISH) INSTRUCTIONS. u °N C. COLOR TO BE FIELD MATCHED WITH EXISTING STRUCTURE. 2. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. W m EXAMINATION AND PREPARATION: 3. APPLY EACH COAT TO UNIFORM FINISH. m z 3 O DO NOT APPLY PAINT IN SNOW, RAIN, FOG OR MIST OR WHEN RELATIVE HUMIDITY EXCEEDS 85% DO NOT 4. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT o d APPLY PAINT TO 'DAMP OR WET SURFACES. UNLESS OTHERWISE APPROVED. > U w = (N 2. VERIFY THAT SUBSTRATE CONDITIONS ARE READY TO RECEIVE WORK. EXAMINE SURFACE SCHEDULED TO BE 5. SAND METAL LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. W F- U) FINISHED PRIOR TO COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT w O o PROPER APPLICATION 6. VACUUM CLEAN SURFACES FREE OF LOOSE PARTICLES. USE TACK a Q� z z Q CLOTH JUST PRIOR TO APPLYING NEXT COAT. c O a w 2 3. TEST SHOP APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER MATERIALS. LL N 7. ALLOW APPLIED COAT TO DRY BEFORE NEXT COAT IS APPLIED. w 4. PERFORM PREPARATION AND CLEANING PROCEDURE IN STRICT" ACCORDANCE WITH COATING °- OJ COMPLETED WORK: 0 MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITION_ m u 1. SAMPLES: PREPARE 24" X 24" SAMPL E AREA FOR REVIEW. U 5. CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT 'WORK OF THIS SECTION. REMOVE EXISTING DAF: 02/13/14 COATINGS THAT EXHIBIT LOOSE SURFACE DEFECTS. SCALY. AS SHOWN 2. MATCH APPROVED SAMPLES FOR COLOR, TEXTURE AND COVERAGE. JoB NO. 14001.021 6. IMPERVIOUS SURFACE: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TRI—SGD REMOVE REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH IUM PHOSPHATE AND i BLEACH. RINSE WITH CLEAN WATER AND ALLO'JV SURFACE TO DRY. SPECIFIED REQUIREMENTS. SHEET NO_ DE-6 DESIGNED Br: CFC DRAWN BY KAW STRUCTURAL SPECIFICATIONS 5. FIT AND SHOP ASSEMBLE FABRICATIONS IN THE LARGEST PRACTICAL SECTIONS FOR I CMKD BY: DMo DELIVERY TO SIT'.E, 3 DESIGN BASIS 6. INSTAL- FABRICATIONS PLUMB AND LEVEL, ACCURATELY FITTED, AND FREE FROM i DISTORTIONS OR DEFECTS. 0 GOVERNING CODE: 2009 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY THE 8TH 7. AFTER ERECTION OF STRUCTURES, TOUCHUP ALL WELDS, ABRASIONS AND EDITION MASSACHUSETTS STATE BUILDING CODE - 780 CMR AMENDMENTS. NON-GALVANIZED SURFACES WITH A 95% ORGANIC ZINC RICH PAINT IN ACCORDANCE WITH ASTM 780. 1. DESIGN CRITERIA: - 8. ALL STEEL MATERIAL (EXPOSED TO WEATHER) SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT DIPPED GALVANIZED) w • WIND LOAD: PER ASCE 7-05. COATINGS" ON IRONS AND STEEL PRODUCTS. om • BASIC WIND SPEED: 100 MPH (3 SECOND GUST) PER 2009 INTERNATIONAL BUILDING CODE (IBC) AS 9. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN �> MODIFIED BY THE 8TH EDITION MASSACHUSETTS STATE BUILDING CODE - 780 CMR AMENDMENTS. ACCORDANCE WITH ASTM A153 "ZINC COATING (HOT-DIP) ON IRON AN[) S I EEL Y HARDWARE". • GROUND SNOW LOAD ,'Pg): 65 PSF 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES APPEARANCE AND • SEISMIC LOAD: PER ASCE 7-05 MINIMUM DESIGN I GADS FOR BUILDINGS AND OTHER STRUCTURES. QUALITY OF WELDS, AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES". ALL WELDING GENERAL NOTES SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE _ MINIMUM SIZE PER TABLET J24 IN THE AISC "MANUAL OF STEEL CONSTRUCTION" 1 . IF ANY FIELD CONDITIONS EXIST WHICH PRECLUDE COMPLIANCE WITH THE DRAWINGS, THE CONTRACTOR 9TH EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED - SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL PROCEED WITH AFFECTED WORK AFTER CONFLICT IS COATING SHALL BE REPAIRED. SATISFACTORILY RESOLVED. 11 . THE ENGINEER SHALL BE NOTIFIED OF ANY INCORRECTLY FABRICATED, DAMAGED i 2. DIMENSIONS AND DETAiLS SHALL BE CHECKED AGAINST THE PRE MANUFACTURED EQUIPMENT BUILDING OR OTHERWISE MISFITTING OR NON CONF_3RMING MATERIALS OR CONDITIONS 10 °' o SHOP DRAWINGS. REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER REVIEW. m 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES m o AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. 12. CONNECTION ANGLES SHALL HAVE A M NI "MUM THICKNESS OF 1/4 INCHES- y 3 13. STRUCTURAL CONNECTION BOLTS SHALL CON'-GRM TO ASTM 4325. AL'_ BOLTS III SHALL BE 3/4" DIAMETER MINIMUM AND S--ii-L!_ HAVE A MINIMUM OF TWO BOLTS, 0 00 STRUCTURAL STEEL UNLESS OTHERWISE ON THE DRAWINGS. Z III z 14. CONNECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF THE "A'SC ,° o 1 . ALL STRUCTURAL STEEL IS DESIGNED BY ALLOWABLE STRESS DESIGN (ASD) SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR SHELTERS", LATEST EDITION, AND THE "SPECIFICATION FOR A. STRUCTURAL STEEL (W SHAPES)---:ASTM A992 (FY = 50 KSI) STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", LATEST EDITION- m B. STRUCTURAL STEEL (OTHER SHAPES)---ASTM A36 (FY = 36 KSI) (D STRUCTURAL HSS (RECTANGULAR SHAPES)---ASTM A500 GRADE B, (FY = 46 KSI) 15. LOCK WASHER ARE NOT PERMITTED FOR .4325 STEEL ASSEMBLIES. 1 z 0 D. STRUCTURAL HSS (ROUND SHAPES)---ASTM A500 GRADE B, (FY = 42 KSI) PIPE---ASTM A53 (FY = 35 KSI) 16. SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. N W �w 2i CONNECTION BOLTS---ASTM A325-N > () � 2 N G. U-BOLTS---ASTM A36 17. MILL BEARING ENDS OF COLUMNS, STIFFENERS, AND OTHER BEARING SURFACES Z P � o H. ANCHOR RODS---:ASTM F 1554 TO TRANSFER LOAD OVER ENTIRE CROSS SECTION. W O o WELDING ELECTRODE---ASTM E 70XX v � z z Q 18. FABRICATE BEAMS WITH MILL CAMBER UP. r Q a L 2 2. CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPY TO ENGINEER FOR APPROVAL. DRAWINGS L U MUST BEAR THE CHECKER'S INITIALS BEFORE SUBMITTING TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS 19. LEVEL AND PLUMB INDIVIDUAL MEMB`=RS OF THE STRUCTURE TO AN ACCURACY OF t LL- N w SHALL INCLUDE THE FOLLOWING: SECTION PROFILES, SIZES, CONNECTION ATTACHMENTS, REINFORCING, 1 :500, BUT NOT TO EXCEED 1/4" IN THE FULL HEIGHT OF THE COLUMN. (L O ANCHORAGE, SIZE AND TYPE OF FASTENERS AND ACCESSORIES- INCLUDE ERECTION DRAWINGS, ELEVATIONS O J AND DETAILS. 20. COMMENCEMENT OF STRUCTURAL STEEL WORK WITHOUT NOTIFYING THE ENGINEER 5 UL OF ANY DISCREPANCIES WILL BE CONSIDERED ACCEPTANCE OF PRECEDING WORK, U 3. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST DAr_: 02/13/14 SCALE: AS SHOWN PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION. 21 . INSPECTION AND TESTING OF ALL uV=LDING AND HIGH STRENGTH BOLTING SHALL JOB NO 1.001 021 BE PERFORMED BY AN INDEPEND=NT TESTING LABORATORY. 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES AND SHEET NO, HOLES REQUIRED TO COMPLETE THE STRUCTURE. 22 FOUR COPIES OF ALL INSPECTION EST REPORTS SHALL BE SUBMITTED TO THE DE-5 ENGINEER WITHIN TEN (10) WORKING DAYS OF THE DATE OF INSPECTION. DESIGNED BY: CPC DRAWN BY: KAW ` NOTE CHK D 8Y DAAD 3 ¢I 1 . ATTACHMENT OF RRHs & DISTRIBUTION BOXES TO MOUNTS SHALL BE PER MANUFACTURER'S REQUIREMENTS. 0 2- PROPOSED ANTENNA SPACING DIMENSIONS SHOWN ARE MINIMUM ANTENNA AZIMUTH SEPARATIONS. w o ACTUAL ANTENNA MOJNT SEPARATIONS za TO BE VERIFIED IN FIE-D_ - --- w N �o �o oY Q�a �O O w 2 VERIZON WIRELESS AWS PANEL ANTENNA. PROPOSED DIPLEXER CBC721 -DF E o WIMAX TOWER MOUNT, c 3 m VALMONT PAN: I � � -- CWT 01 (OR ENGINEER ? j -O Z o APPROVED EQUAL.) c' i z 3 O PIPE 2-0 STF')- - / (0-D. = 2.375") X a� LJJ w Q 0 CL > Uaf = N 6-FT LONG (TYP.) z m WUpCD � ZzQ QaLLJ2E L _j — U C u- NW O p J U u- N U DATE: D2/13/14 ANTENNA MOUNTING DETAIL SCa E: ;4SHOWN DE-4 SCALE: 3/4" = 1'-0" I SHEET NO. DE-4 DESIGNED BY. CFC DRAWN BY: HMR CHK D BY: DMD r NOTES w zi T Z 1 . ANTENNA CONFIGURATIONS SHOWN HEREIN ARE FRONT ELEVATIONS. ° 2. PROPOSED ANTENNA SPACING DIMENSIONS SHOWN ARE MINIMUM ANTENNA AZIMUTH BXA-70063-6CF _ SEPARATIONS. ACTUAL ANTENNA MOUNT wo SEPARATIONS TO BE VITRIFIED IN FIELD. U� A N 3. REFER TO FINAL RE REPORT PROVIDED BY f� VERIZON WIREL ESS FOR THE LATEST ° INFORMATION REGARDING ALL AZIMUTHS, REQUIRED CABLES AND APPURTENANCES. = x� 4. MODIFICATION TO THE EXISTING ANTENNA - °a MOUNTS IS REQUIRED TO ACCOMMODATE ° THE PROPOSED ANTENNA UPGRADE. REFER °Iw TO SHEET DE-4 FOR DETAILS- - 5. ALL MOUNTS, MOUNTING HARDWARE, PROPOSED/EXISTING ANTENNAS, REMOTE DISTRIBUTION DiVBOXES COVERS e PAINTED 1 LOWER ANTENNA MOUNTING CONFIGURATION - EXISTING zo TO MATCH THE COLOR OF THE EXISTING �E_3 SCALE: 1/4" - 1'-0" SMOKESTACK. REFER TO SHEET DE-6 FOR (ALL SECTORS) ADDITIONAL IN�_ORMA`ION. C � V U `c s ill 3 0 Y U m 0 � � I T o ALPHA PROPOSED LTE ANTENNA SECTOR MODE_: LNX-6515DS-Al M (DIMS: 96.31 x 11.9"W x 7.1 "D) (LTE/AWS) - -- �� PROPOSED AWS ANTENNA MODE'-: HBX-6517DS-A1 M /DIMS: 74.91 x 6.5"W x 3.3"D) Z 0 oo� PROPOSED DIPLEXER u U MODE11-: CBC721-DF (DIMS:7.7"L x 6.0"W x 1.6"D) m ;t y 4 Z PROPOSED o � VERIZON WIRELESS ANTENNAS W w Q - EL. 113'± A.G.L. -- > z No n Wcn � CD PROPOSED LTE/AWS AZIMUTHS ry w O ° Z o // ALPHA: 345 L Z Q Li BETA: 95* Q a w 240° _ 120 GAMMA: 220° c � N Z GAMMA BETA--) N W SECTOR SECTOR a_ O (LTE/AWS) (LTE/AWS) U- m SCALE- AS SHOWN PLAN 113' AGL JOB NO 14001 021 D _3 SCALE: 1/4" - 1 -C 2 LOWER ANTENNA MOUNTING CONFIGURATION - PROPOSED SNF�No. DE-3 SCA-E: 1/4" = 1'-0" (ALL SECTORS) DE-3 DESIGNED BY: CEC DRAWN BY KAW NOTES DESIGN EXHIBIT GnK D BY: D 3 THIS P-AN IS DIAGRAMMATIC IN NATURE AND IS Z 0* INTENDED FOR VISUAL REPRESENTATION OF THE 1. ANTENNA CONFIGURATIONS SHOWN HEREIN ALPHA PROPOSED ANTENNA UPGRADE. o ARE FRONT ELEVATIONS. SECTOR (CELL/PCS) N 2. PROPOSED ANTENNA SPACING DIMENSIONS SHOWN ARE MINIMUM ANTENNA AZIMUTH _ ~ SEPARATIONS. ACTUAL ANTENNA MOUNT - SEPARATIONS TO BE VERIFIED IN FIELD. 5� 3. REFER TO FINAL RF REPORT PROVIDED BY VERIZON WIRELESS FOR THE LATEST INFORMATION REGARDING ALL AZIMUTHS, REQUIRED CABLES AND APPURTENANCES. 4. MODIFICATION TO THE EXISTING ANTENNA 1 20° � °w MOUNTS IS REQUIRED TO ACCOMMODATE 240' . THE PROPOSED ANTENNA UPGRADE. REFER GAMMA ' BETA TO SHEET DE-4 FOR DETAILS. SECTOR SECTOR (CELL/PCS) (CELL/PCS) 5. ALL MOUNTS, MOUNTNG HARDWARE, PROPOSED/EXISTING ANTENNAS, REMOTE RADIO HEAD COVERS & DISTRIBUTION BOXES ARE TO BE PAINTED 2 PLAN 123' + AGL TO MATCH THE COLOR OF THE EXISTING - SMOKESTACK. REFER TO SHEET DE-6 FOR �E-2 SCALE: 1/4" = V-0" APPROX_ ADDITIONAL IN=ORMATION. NORTH E Q m u fVj U C i S 3 m I I I Cl 0 6 O O N N m III 0 BXD-63606380CF W Z 3 0 c d - `LLJ, W Q Z F- ~ o _ NO CHANGE AT W 0 0 -_ -- - UPPER LEVEL. r Z y ON0 ul LL C'4� m � 1 UPPER ANTENNA MOUNTING CONFIGURATION - EXISTING LL m DE-2 SCALE: 1/4° = 1'-O" (ALL SECTORS) DATE: 32/13/14 SCALE: AS SHOWN JOB NO. 1x001.021 SHEET NO DE-2 DESIGNED BY: CFC DRAWN BY: KAW f CHK'D BY: DMD NOTES: DESIGN EXHIBIT W) 1 . THE PROPOSED VERIZON WIRELESS ANTENNA THIS PLAN IS DIAGRAMMATIC IN NATURE AND IS UPGRADE TO CONSIST OF THE REPLACEMENT OF INTENDED FOR VISUAL REPRESENTATION OF THE (3) LTE PANEL ANTENNAS WITH (3) AWS PANEL PROPOSED ANTENNA UPGRADE. ° ANTENNAS & (3) LTE PANEL ANTENNAS FOR A - - -------- - — - --- N TOTAL OF (9) PANEL ANTENNAS. ADDITIONALLY (6) - DIPLEXERS WILL BE INSTALLED. 2. THE PROPOSED ANTENNAS TO BE MOUNTED WITH r2� � A CENTERLINE HEIGHT AND AZIMUTH ORIENTATION r __= DE-2 ` o 0 EQUAL TO THE EXISTING ANTENNAS. - -- -- oho 3. MODIFICATION TO THE EXISTING ANTENNA MOUNTS IS REQUIRED TO ACC,OMMOD,ATE THE PROPOSED f DE-3 3 ANTENNA UPGRADE. REFER TO SHEET DE-4 FOR _ EXISTING/PROPOSED VERIZON ANTENNAS Yo DETAILS. EL. ±113' A.G.L. - -- ° 4. ALL MOUNTS, MOUNTNG HARDWARE, I&Z PROPOSED/EXISTING ANTENNAS, REMOTE RADIO --__ 0E-3 HEAD COVERS & DISTRIBUTION BOXES ARE TO BE PAINTED TO MATCH THE COLOR OF THE EXISTING -_ SMOKESTACK. REFER TO SHEET DE-6 FOR ADDITIONAL INFORMATION. I _ { 1 I { C U 1 c m Ln 0 0 3 m` o LLo z o U � Z a) 00� m Z 3 0 � a L- w W Q > U � = N ZF- � o Woo � zZQ t 0 ui 2 LL N W d Q O J GRAPHIC SCALE LL 20 0 10 20 40 80 U - 1 SOUTH ELEVATION DATE 02,13,14 SCALE: AS SHOWN DC � SCALE: I" _ 20-0" JOB NO- 14001.021 ( IN FEET ) L J L l I inch - 20 ft. 'HEFT NO ocsronco er: PAINT NOTES D DID PAINTING SCHEDULE: p 1. FERROUS METAL 7. ALUMINUM SURFACE SCHEDULED FOR PAINT FINISH: REMOVE SURFACE CONTAMINATION BY STEAM OR HIGH-PRESSURE WATER. REMOVE A. CLEAN SURFACE IN CONFORMANCE TO SSPC-SP-3 STANDARDS, POWER TOOL CLEANING. OXIDATION WITH ACID ETCH AND SOLVENT WASHING, APPLY ETCHING PRIMER IMMEDIATELY FOLLOWING CLEANING. PRIMER: APPLY ONE SPOT COAT OF TENEMEC SERIES 1 PRIMER @ 2.5-3.0 MILS DRY. z� THAT HAVE NOT BEEN SHOP COATED; REMOVE OIL, GREASE, DIRT, FINISH COAT: APPLY TWO SPOT COATS OF TENEMEC SERIES 1029 (COLOR) AT 2.5 MILS B. FERROUS METALS: CLEAN UNGALVANIZED FERROUS METAL SURFACES LOOSE MILL SCALE, AND OTHER FOREIGN SUBSTANCES. USE SOLVENT o PER COAT. OR MECHANICAL CLEANING METHODS THAT COMPLY WITH THE STEEL STRUCTURES PAINTING COUNCIL'S (SSPC) RECOMMENDATIONS. TOUCH COLOR TO MATCH EXISTING BUILDING COLOR. OWNER TO APPROVE COLOR MATCH, UP BARE AREAS AND SHOP APPLIED PRIME COATS THAT HAVE BEEN DAMAGED. WIRE BRUSH, CLEAN WITH SOLVENTS RECOMMENDED BY r� PAINT MANUFACTURER, AND TOUCH UP WITH THE SAME PRIMER AS THE 2. ZINC COATED METAL: PROVIDE THE FOLLOWING FINISH SYSTEM OVER ZINC COATED METAL: SHOP COAT. sa A. SEMIGLOSS ACYLIC-ENAMEL FINISH: 2 FINISH COATS OVER A PRIMER. 9. GALVANIZED SURFACES: CLEAN GALVANIZED SURFACES WITH ° NON-PETROLEUM-BASED SOLVENTS SO SURFACE IS FREE OF OIL AND PRIMER: GALVANIZED METAL PRIMER APPLIED AT SPREADING RATE RECOMMENDED SURFACE CONTAMINANTS. REMOVE PRETREATMENT FROM GALVANIZED BY THE MANUFACTURER TO ACHIEVE A TOTAL DRY FILM THICKNESS OF SHEET METAL FABRICATED FROM COIL STOCK BY MECHANICAL METHODS. g NOT LESS THAN 1.2 MILS, BENJAMIN MOOR IRON CLAD GALVANIZED METAL LATEX PRIMER #155 OR APPROVED EQUAL. 10. ANTENNA PANELS: REMOVE ALL OIL, DUST, GREASE, DIRT, AND OTHER a FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. PANELS MUST BE FIRST AND SECOND COAT: SEMIGLOSS, ACYLIC EXTRIOR ENAMEL APPLIED AT SPREADING RATE WIPED WITH METHYL ETHYL KETONE (MEK). RECOMMENDED BY THE MANUFACTURER TO ACHIEVE A TOTAL DRY FILM THICKNESS OF NOT LESS THAN 2.6 MILS. BENJAMIN MOORE REGAL 11. COAXIAL CABLES: REMOVE ALL OIL, DUST, GREASE. DIRT, AND OTHER rn e 9 AQUAGLO VINYL-ACYLIC LATEX ENAMEL #333 OR APPROVED EQUAL, FOREIGN MATERIAL TO ENSURE ADEQUATE ADHESION. m 3. ANTENNA PANELS: CLEANING: ° c A. SHERWIN WILLIAMS POLANE-B 1. COLLECT WASTE MATERIAL, WHICH MAY CONSTITUTE A FIRE HAZARD, o B. COLOR TO BE MATCHED WITH EXISTING STRUCTURE. PLACE IN CLOSED METAL CONTAINERS AND REMOVE DAILY FROM SITE. II 6 4. COAXIAL CABLES: APPLICATION: � . APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S �II A. ONE COAT OF DTM BONDING PRIMER (2-5 MILS. DRY FINISH) B. TWO COATS OF DTM ACRYLIC PRIMER/FINISH (2.5-5 MILS. DRY FINISH) INSTRUCTIONS. v C. COLOR TO BE FIELD MATCHED WITH EXISTING STRUCTURE. 2. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. 4 EXAMINATION AND PREPARATION: 3. APPLY EACH COAT TO UNIFORM FINISH. o F- 1. 4. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT DO NOT APPLY PAINT IN SNOW, RAIN, FOG OR MIST OR WHEN RELATIVE HUMIDITY EXCEEDS 85%. DO NOT UNLESS OTHERWISE APPROVED w w 2 . APPLY PAINT TO DAMP OR WET SURFACES. w<N 5. SAND METAL LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. m Z I~o 2. VERIFY THAT SUBSTRATE CONDITIONS ARE READY TO RECEIVE WORK. EXAMINE SURFACE SCHEDULED TO BE a W FINISHED PRIOR TO COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT o Q'u!Z° PROPER APPLICATION. 6. VACUUM CLEAN SURFACES FREE OF LOOSE PARTICLES. USE TACK n z Q CLOTH JUST PRIOR TO APPLYING NEXT COAT. O a ui 3. TEST SHOP APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER MATERIALS. LL N w 7. ALLOW APPLIED COAT TO DRY BEFORE NEXT COAT IS APPLIED. w 4. PERFORM PREPARATION AND CLEANING PROCEDURE IN STRICT ACCORDANCE WITH COATING a O MANUFACTURER'S INSTRUCTIONS FOR EACH SUBSTRATE CONDITION. COMPLETED WORK: L 5. CORRECT DEFECTS AND CLEAN SURFACES WHICH AFFECT WORK OF THIS SECTION. REMOVE EXISTING 1. SAMPLES: PREPARE 24" X 24" SAMPLE AREA FOR REVIEW. COATINGS THAT EXHIBIT LOOSE SURFACE DEFECTS. 2. MATCH APPROVED SAMPLES FOR COLOR, TEXTURE AND COVERAGE. w. �sH�N 14001.021 6. IMPERVIOUS SURFACE: REMOVE MILDEW BY SCRUBBING WITH SOLUTION OF TRI-SODIUM PHOSPHATE AND REMOVE REFINISH OR REPAINT WORK NOT IN COMPLIANCE WITH BLEACH. RINSE WITH CLEAN WATER AND ALLOW SURFACE TO DRY. SPECIFIED REQUIREMENTS. DE-6 Dr.1.er: crc STRUCTURAL SPECIFICATIONS 5. FIT AND SHOP ASSEMBLE FABRICATIONS IN THE LARGEST PRACTICAL SECTIONS FOR „.o w DID DELIVERY TO SITE. D� DESIGN BASIS 6 INSTALL FABRICATIONS PLUMB AND LEVEL, ACCURATELY FITTED, AND FREE FROM DISTORTIONS OR DEFECTS. GOVERNING CODE: 2009 INTERNATIONAL BUILDING CODE (IBC) AS MODIFIED BY THE 8TH 7. AFTER ERECTION OF STRUCTURES, TOUCHUP ALL WELDS, ABRASIONS AND EDITION MASSACHUSETTS STATE BUILDING CODE - 780 CMR AMENDMENTS. NON-GALVANIZED SURFACES WITH A 959 ORGANIC ZINC RICH PAINT IN _ ACCORDANCE WITH ASTM 780. 1. DESIGN CRITERIA: 8. ALL STEEL MATERIAL (EXPOSED TO WEATHER) SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 "ZINC (HOT DIPPED GALVANIZED) o • WIND LOAD: PER ASCE 7-05. COATINGS" ON IRONS AND STEEL PRODUCTS. • BASIC WIND SPEED: 100 MPH (3 SECOND GUST) PER 2009 INTERNATIONAL BUILDING CODE (IBC) AS 9. ALL BOLTS, ANCHORS AND MISCELLANEOUS HARDWARE SHALL BE GALVANIZED IN MODIFIED BY THE 8TH EDITION MASSACHUSETTS STATE BUILDING CODE - 780 CMR AMENDMENTS. ACCORDANCE WITH ASTM A153 "ZINC COATING (HOT-DIP) ON IRON AND STEEL y� • GROUND SNOW LOAD (Pg): 65 PSF HARDWARE". sa 10. CONTRACTOR SHALL COMPLY WITH AWS CODE FOR PROCEDURES APPEARANCE AND • SEISMIC LOAD: PER ASCE 7-05 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES. QUALITY OF WELDS, AND WELDING PROCESSES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS "STANDARD QUALIFICATION PROCEDURES ALL WELDING GENERAL NOTES SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO e AISC AND D1.1 WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLET J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION" 1. IF ANY FIELD CONDITIONS EXIST WHICH PRECLUDE COMPLIANCE WITH THE DRAWINGS, THE CONTRACTOR 9TH EDITION. AT THE COMPLETION OF WELDING, ALL DAMAGE TO GALVANIZED SHALL IMMEDIATELY NOTIFY THE ENGINEER AND SHALL PROCEED WITH AFFECTED WORK AFTER CONFLICT IS COATING SHALL BE REPAIRED. SATISFACTORILY RESOLVED. 11. THE ENGINEER SHALL BE NOTIFIED OF ANY INCORRECTLY FABRICATED, DAMAGED 2. DIMENSIONS AND DETAILS SHALL BE CHECKED AGAINST THE PRE MANUFACTURED EQUIPMENT BUILDING OR OTHERWISE MISFITTING OR NON CONFORMING MATERIALS OR CONDITIONS TO o g SHOP DRAWINGS. REMEDIAL OR CORRECTIVE ACTION. ANY SUCH ACTION SHALL REQUIRE ENGINEER REVIEW. 5 _ 3. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS, SLEEVES ° AND ANCHOR BOLTS AS REQUIRED BY ALL TRADES. m 12. CONNECTION ANGLES SHALL HAVE A MINIMUM THICKNESS OF 1/4 INCHES 13. STRUCTURAL CONNECTION BOLTS SHALL CONFORM TO ASTM A325. ALL BOLTS �II SHALL BE 3/4" DIAMETER MINIMUM AND SHALL HAVE A MINIMUM OF TWO BOLTS, ° LL� STRUCTURAL STEEL UNLESS OTHERWISE ON THE DRAWINGS. z 14. CONNECTIONS SHALL CONFORM TO ALL REQUIREMENTS OF THE "AISC � 1. ALL STRUCTURAL STEEL IS DESIGNED BY ALLOWABLE STRESS DESIGN (ASO) SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR SHELTERS", LATEST EDITION, AND THE "SPECIFICATION FOR A. STRUCTURAL STEEL (W SHAPES)---ASTM A992 (FY = 50 KSI) STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", LATEST EDITION. B. STRUCTURAL STEEL (OTHER SHAPES)---ASTM A36 (FY = 36 KSI) C. STRUCTURAL HSS (RECTANGULAR SHAPES)---ASTM A500 GRADE B, (FY = 46 KSI) 15. LOCK WASHER ARE NOT PERMITTED FOR A325 STEEL ASSEMBLIES. O D. STRUCTURAL HSS (ROUND SHAPES)---ASTM A500 GRADE B, (FY = 42 KSI) a E. PIPE---ASTM A53 (FY = 35 KSI) 16. SHOP CONNECTIONS SHALL BE WELDED OR HIGH STRENGTH BOLTED. W i j F. CONNECTION BOLTS---ASTM A325-N > U W 2 N G. U-BOLTS---ASTM A36 17. MILL BEARING ENDS OF COLUMNS, STIFFENERS, AND OTHER BEARING SURFACES o Z H-H'o H. ANCHOR RODS---ASTM F 1554 TO TRANSFER LOAD OVER ENTIRE CROSS SECTION. LLJ w O o I. WELDING ELECTRODE---ASTM E 70XX a Z Z¢ 18. FABRICATE BEAMS WITH MILL CAMBER UP. m O E U Ld 2 2. CONTRACTOR TO REVIEW ALL SHOP DRAWINGS AND SUBMIT COPY TO ENGINEER FOR APPROVAL. DRAWINGS MUST BEAR THE CHECKER'S INITIALS BEFORE SUBMITTING TO THE ENGINEER FOR REVIEW. SHOP DRAWINGS 19. LEVEL AND PLUMB INDIVIDUAL MEMBERS OF THE STRUCTURE TO AN ACCURACY OF N w SHALL INCLUDE THE FOLLOWING: SECTION PROFILES, SIZES, CONNECTION ATTACHMENTS, REINFORCING, 1:500, BUT NOT TO EXCEED 1/4" IN THE FULL HEIGHT OF THE COLUMN. a° p ANCHORAGE, SIZE AND TYPE OF FASTENERS AND ACCESSORIES. INCLUDE ERECTION DRAWINGS, ELEVATIONS 0 LL AND DETAILS. 20. COMMENCEMENT OF STRUCTURAL STEEL WORK WITHOUT NOTIFYING THE ENGINEER OF ANY DISCREPANCIES WILL BE CONSIDERED ACCEPTANCE OF PRECEDING WORK. 3. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST Dss„a' PROVISIONS OF AISC MANUAL OF STEEL CONSTRUCTION. 21. INSPECTION AND TESTING OF ALL WELDING AND HIGH STRENGTH BOLTING SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. 4. PROVIDE ALL PLATES, CLIP ANGLES, CLOSURE PIECES, STRAP ANCHORS, MISCELLANEOUS PIECES AND HOLES REQUIRED TO COMPLETE THE STRUCTURE. 22. FOUR COPIES OF ALL INSPECTION TEST REPORTS SHALL BE SUBMITTED TO THE DE-5 ENGINEER WITHIN TEN (10) WORKING DAYS OF THE DATE OF INSPECTION. DES-ED NOTE D 1. ATTACHMENT OF RRHs & DISTRIBUTION BOXES TO MOUNTS SHALL BE PER MANUFACTURER'S REQUIREMENTS. 2. PROPOSED ANTENNA SPACING DIMENSIONS SHOWN ARE MINIMUM ANTENNA AZIMUTH SEPARATIONS. z ACTUAL ANTENNA MOUNT SEPARATIONS TO BE VERIFIED IN FIELD. 4 F4 F E a Li 6 FT VERIZON WIRELESS AWS PANEL ANTENNA. PROPOSED DIPLEXER CDC721—DF rn e m WIMAX TOWER MOUNT, m F VALMONT P/N: CWT01 (' °g (OR ENGINEER ( . a APPROVED EQUAL.) m z o r PIPE 2.0 STD. W w (0.D. = 2.375") X ()LL] =N 6—FT LONG (TYP.) Z P o 1 m LLJ u) z z Q Oav� LL N W m w IL O LL 1 ANTENNA MOUNTING DETAIL DE-4 SCALE: 3/4" = 1'-0° DE-4 �E�BYCEC 0B DWD NOTES 1. ANTENNA CONFIGURATIONS SHOWN HEREIN ARE FRONT ELEVATIONS. 2. PROPOSED ANTENNA SPACING DIMENSIONS EyI�T:NC E JjTEk1N;'. - SHOWN ARE MINIMUM ANTENNA AZIMUTH VC0PEL BXA-70063-6CF SEPARATIONS. ACTUAL ANTENNA MOUNT SEPARATIONS TO BE VERIFIED IN FIELD. oa 3. REFER TO FINAL RF REPORT PROVIDED BY T o VERIZON WIRELESS FOR THE LATEST _ INFORMATION REGARDING ALL AZIMUTHS, _ _ A REQUIRED CABLES AND APPURTENANCES. I LL Fi FF ,4. MODIFICATION TO THE EXISTING ANTENNA _MOUNTS IS REQUIRED TO ACCOMMODATE THE PROPOSED ANTENNA UPGRADE. REFER =-' T TO SHEET DE-4 FOR DETAILS. F- I,, 5. ALL MOUNTS, MOUNTNG HARDWARE, wl'7A PROPOSED/EXISTING ANTENNAS, REMOTE DISTRIBUTION IOBOXES ARE O e PAINTED 1 LOWER ANTENNA MOUNTING CONFIGURATION - EXISTING TO MATCH THE COLOR OF THE EXISTING DE-3 SCALE: 1/4" = 1'-0" SMOKESTACK. REFER TO SHEET DE-6 FOR (ALL SECTORS) ADDITIONAL INFORMATION. o g m � c O. � . ALPHA O PROPOSED LTE ANTENNA a4, P SECTOR MODEL: LNX-6515DS-A1 M (DIMS: 96.3"L x 1 1.9"W x 7.1"D) o (LTE/AWS) E PROPOSED AWS ANTENNA 3 3-1 .� P, MODEL: HBX-6517DS-AlM (DIMS: 74.9°L x 6.5"W x 3.3"D) _ , E PROPOSED DIPLEXER R -�' MODEL: CBC721-DF (DIMS:7.7"L x 6.0"W x 1.6°D) me P .,IFIEC JI 1R O �= Vi FF-F PROPOSED d VER17ON WIRELESS ANTENNAS (-)w< - - t ----- ----- - - - -- - t` EL. 113'± A.G.L. m Z H N F- co \ a Uoo 7 PROPOSED LTE/AWS AZIMUTHS W w O o ALPHA: 345' Q l BETA: 95' J 0 U Lij T! 240' BETOA GAMMA: 220' L-N w GAMMA SECTOR SECTOR rr (L d O (LTE/AWS) (LTE/AWS) LL 3 PLAN 0 113 AGL + DE-3 SCALE: 1/4" - 1'-0" 2 LOWER ANTENNA MOUNTING CONFIGURATION - PROPOSED o. - __ . DE-3 SCALE: 1/4" = V-0" (ALL SECTORS) DE-3 ocsx:.uco ar: crc CMK D s DID NOTES DESIGN EXHIBIT THIS PLAN IS DIAGRAMMATIC IN NATURE AND IS 0' INTENDED FOR VISUAL REPRESENTATION OF THE 1. ANTENNA CONFIGURATIONS SHOWN HEREIN ALPHA T PROPOSED ANTENNA UPGRADE. ARE FRONT ELEVATIONS. SECTOR (CELL/PCS) 2. PROPOSED ANTENNA SPACING DIMENSIONS SHOWN ARE MINIMUM ANTENNA AZIMUTH SEPARATIONS. ACTUAL ANTENNA MOUNT T'_L �e SEPARATIONS TO BE VERIFIED IN FIELD. o 3. REFER TO FINAL RF REPORT PROVIDED BY .I El 11 VERIZON WIRELESS FOR THE LATEST j INFORMATION REGARDING ALL AZIMUTHS, REQUIRED CABLES AND APPURTENANCES. 4. MODIFICATION TO THE EXISTING ANTENNA �a MOUNTS IS REQUIRED TO ACCOMMODATE 240' / BEO' THE PROPOSED ANTENNA UPGRADE. REFER l�GAMMA V / ° TO SHEET DE-4 FOR DETAILS. SECTOR SECTOR (CELL/PCS) (CELL/PCS) 5. ALL MOUNTS, MOUNTNG HARDWARE, PROPOSED/EXISTING ANTENNAS, REMOTE RADIO HEAD COVERS & � DISTRIBUTION BOXES ARE TO BE PAINTED 2 PLAN 123' ± AGL TO MATCH THE COLOR OF THE EXISTING SMOKESTACK. REFER TO SHEET DE-6 FOR p -2 SCALE: 1/4" - 1'-O° APPROX. ADDITIONAL INFORMATION. NORTH w m � �II LA-'?E- BXD-63606380CF Lu A A Z O EXI TI W m Z I,-F- O a 0)�° NO CHANGE �AT ' W w C1 0 XISTING CELL;PCS AG�MJTHS w Z Z Q UPPER LEVEL a ALPHA: G' m d U Ld 2 SETA_ 20' GAMMA. 240' L' w a p 1 UPPER ANTENNA MOUNTING CONFIGURATION - EXISTING LL DE_2 SCALE: 1/4" = 1'-0" (ALL SECTORS) ,�oo,.ozi DE-2 -NED Bt: CMKK'D NOTES: DESIGN EXHIBIT D 1. THE PROPOSED VERIZON WIRELESS ANTENNA THIS PLAN IS DIAGRAMMATIC IN NATURE AND IS UPGRADE TO CONSIST OF THE REPLACEMENT OF INTENDED FOR VISUAL REPRESENTATION OF THE (3) LTE PANEL ANTENNAS WITH (3) AWS PANEL PROPOSED ANTENNA UPGRADE. ANTENNAS & (3) LTE PANEL ANTENNAS FOR A TOTAL OF (9) PANEL ANTENNAS. ADDITIONALLY (6) DIPLEXERS WILL BE INSTALLED. 2. THE PROPOSED ANTENNAS TO BE MOUNTED WITH y �g A CENTERLINE HEIGHT AND AZIMUTH ORIENTATION IF —; D2z o EQUAL TO THE EXISTING ANTENNAS. e Etl Tlf 3. MODIFICATION TO THE EXISTING ANTENNA MOUNTS ± IS REQUIRED TO ACCOMMODATE THE PROPOSED ANTENNA UPGRADE. REFER TO SHEET DE-4 FOR _EXISTING PROPOSED VERIZON ANTENNAS x� --- - DETAILS. EL. ±113' A.G.L. as - - 1&2 4. ALL MOUNTS, MOUNTNG HARDWARE, 0E-3 PROPOSED/EXISTING ANTENNAS, REMOTE RADIO HEAD COVERS & DISTRIBUTION BOXES ARE TO BE PAINTED TO MATCH THE COLOR OF THE EXISTING SMOKESTACK. REFER TO SHEET DE-6 FOR ADDITIONAL INFORMATION. -H m o � m 1) L T .. L m z o WW¢ U af x N n Z��o Ll l O o Z Z Q o 0_LU APPRO,:IVATE GRADE E J U LL N W w R Q GRAPHIC SCALE J LL z° o lo 3D '° 80 1 SOUTH ELEVATION �I Dz ��ER SCALE: 1" = 20-0° uoD�.DZi ( IN FEET ) 1 inch = 20 It �DE-1 Structural Evaluation Letter—Antenna Upgrade Verizon Wireless Site Ref—Florence 221 Pine Street Florence(Northampton), MA 01062 The proposed antenna installation meets the requirements of the Massachusetts State Building Code-780-CMR Eighth Edition considering the basic wind speed (3-second gust)of 100 mph for Williamstown. Our findings are based on the assumption that all structural members and appurtenances were properly designed,detailed,fabricated, installed and have been properly maintained since erection. In conclusion,the proposed Verizon antenna upgrade will not negatively impact the structural integrity of the existing antenna support structure or host masonry smokestack. If there are any questions regarding this matter, please feel free to call. Respectfully Submitted by: r Fit t & t Carlo F.CentoW, PE Principal^ Structural Engineer i A r en'e Ertt�.c:carr> Centered on Sc-dut'�ons'- February 20, 2014 Mr.Aleksey Tyurin Verizon Wireless 99 East River Drive East Hartford, CT 06108 Re:Structural Evaluation Letter^ Antenna Upgrade Verizon Wireless Site Ref—Florence 221 Pine Street Florence(Northampton), MA 01062 CENTEK Project No. 14001.021 Dear Mr.Tyurin, Centek Engineering,Inc. has reviewed the proposed Verizon Wireless antenna upgrade at the above referenced site.The purpose of the review is to determine the structural adequacy of the existing 135-ft+/-tall host masonry smokestack to support the proposed modified antenna configuration.The existing antenna installation consists of three(3) antenna sectors mounted to the fagade of the existing smokestack in two(2)stacked arrays. The review considered the effects of wind load,dead load,ice load and seismic forces in accordance with the Massachusetts State Building Code-780-CMR Eighth Edition. Modifications to the existing antenna mounts are required in order to accommodate the proposed antenna upgrade.Refer to drawings DE-1 thru DE-6 dated February 20,2014 for details. The existing, proposed and future loads considered in this analysis consist of the following: • Verizon (Existing to Remain): Antennas:Three(3)Antel BXD-63606380CF panel antennas and six(6) RFS FD9R6004/2C-3L Diplexers mounted to the exterior of the existing smokestack with a RAD center elevation of 123-ft+/-AGL. Coax:Twelve (12) 1-5/8-in dia.coaxial cables routed along the existing smokestack. • Verizon (Existing to Remove): Antennas:Three(3)Antel BXA-70063/6CF panel antennas mounted to the exterior of the existing smokestack with a RAD center elevation of 113-ft+/-AGL. • Verizon(Proposed): Antennas:Three(3)Andrew HBX-6517DS-VTM panel antennas,three(3)Andrew LNX- 6515DS panel antennas and six(6)Commscope CBC721-DF diplexers mounted to the exterior of the existing smokestack with a RAID center elevation of 113-ft+/-AGL. Modifications to the existing antenna mounts are required in order to accommodate the proposed antenna upgrade. Refer to drawings DE-1 thru DE-6 dated February 20,2014 for details. wvaw:CentcdK(°r)gxom Product Specifications COMMSCOPE® PCMIER C,BY DREW DB5083D Downtilt Mounting Kit for 2.4"-4.5" (60-115 mm) OD round members. Consists of two DB5083 heavy-duty, galvanized steel downtilt mounting brackets.This kit is compatible with the DB380-3 pipe mount for panel antennas with three mounting points. �1 General Specifications Antenna Brand Andrew® Mount Type Downtilt mounts Application Outdoor Includes Brackets I Hardware Package Quantity 2 Mechanical Specifications Color Silver Material Type Galvanized steel Dimensions Compatible Diameter, maximum 114.3 mm 4.5 in Compatible Diameter, minimum 61.0 mm 2.4 in Net Weight 4.2 kg 1 9.3 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant China RoHS SJ/T 11364-2006 Below Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system ( � Oe ©2014 CommScope, Inc All rights reserved.All trademarks identified by 0 or TM are registered trademarks,respectively,of CommScope. Page 5 of 5 All specifications are subject to change without notice.See www.commscope com for the most current information Revised:July 26, 2013 January 13,2014 Product Specifications COMMSCOPE� POWERED BY DREW DB380-3 Pipe Mounting Kit for 2.4- 4.5 in (60 - 115 mm) OD round members. Used for wide panel antennas.Includes three clamp sets. General Specifications Antenna Brand Andrew® Mount Type Pipe mounts Application Outdoor Includes Brackets I Hardware Package Quantity 3 Mechanical Specifications Color Silver Material Type Galvanized steel Dimensions Compatible Diameter, maximum 114.3 mm ( 4.5 in Compatible Diameter, minimum 61.0 mm 2.4 in Net Weight 4.0 kg 1 8.8 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant China RoHS SJ/T 11364-2006 Below Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system (* Oe ©2014 CommScope, Inc All rights reserved.All trademarks identified by®or"are registered trademarks, respectively,of CommScope. Page 4 of 5 All specifications are subject to change without notice See www commscope.com for the most current information Revised:July 26, 2013 January 13,2014 Product Specifications COMMSCOPEO LNX-6515DS-VTM POWIFIRED BY 00' -#AOMDREW Horizontal Pattern Vertical Pattern Freq 725 MHz,Tilt:Go Freq:725 MHz,Tilt:Go �It it Freq:850 MHz,Tilt:0' Freq.850 MHz,Tilt:0* @2014 CommScope, Inc All rights reserved All trademarks identified by 6 or TM are registered trademarks, respectively,of CommScope Page 3 of 5 All specifications are subject to change without notice See www.commscope.com for the most current information Revised:December 17, 2013 January 13,2014 Product Specifications COMMSCOPE® LNX-6515DS-VFM POWMI)ar �NiDREW Dimensions Depth 181.0 mm 7.1 in Length 2449.0 mm 96.4 in Width 301.0 mm ( 11.9 in Net Weight 22.8 kg 1 50.3 lb Remote Electrical Tilt (RET) Information Model with Factory Installed AISG 1.1 Actuator LNX-6515DS-R2M Model with Factory Installed AISG 2.0 Actuator LNX-6515DS-AIM RET System Teletilt® Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system Included Products DB380-3—Pipe Mounting Kit for 2.4 - 4.5 in (60 - 115 mm) OD round members. Used for wide panel antennas. Includes three clamp sets. DB5083D—Downtilt Mounting Kit for 2.4"-4.5" (60-115 mm) OD round members. Consists of two DB5083 heavy-duty, galvanized steel downtilt mounting brackets.This kit is compatible with the DB380-3 pipe mount for panel antennas with three mounting points. ©2014 CommScope,Inc All rights reserved All trademarks identified by®or rM are registered trademarks, respectively,of CommScope. Page 2 of 5 All specifications are subject to change without notice See www commscope.com for the most current information. Revised:December 17, 2013 January 13,2014 Product Specifications COMMSCOPF FctW€aFr ry DREW LNX-65 l SDS-VTM Andrew@ Antenna, 698-896 MHz, 650 horizontal beamwidth, RET compatible • . Excellent choice to maximize both coverage and capacity in suburban and rural • applications Fully compatible with Andrew remote electrical tilt system for greater OpEx savings • I + Exceptional horizontal pattern roll-off and strong front-to-back ratio f Extended bandwidth allows one antenna to serve multiple frequency allocations Great solution to maximize network coverage and capacity The RF connectors are designed for IP67 rating and the radome for IP56 rating Electrical Specifications Frequency Band, MHz 698-806 806-896 Gain, dBi 16.7 17.6 Beamwidth, Horizontal, degrees 65 65 Beamwidth, Horizontal Tolerance, degrees t2 f2 Beamwidth, Vertical, degrees 9.6 8.6 Beam Tilt, degrees 0-8 0-8 USLS, typical, dB 17 17 Front-to-Back Ratio at 180°, dB 32 27 CPR at Boresight, dB 24 24 CPR at Sector, dB 10 10 Isolation, dB 30 30 VSWR I Return Loss, dB 1.4 1 15.6 1.4 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 Input Power per Port, maximum, watts 400 400 Polarization ±450 ±450 Impedance 50 ohm 50 ohm General Specifications Antenna Brand Andrew® Antenna Type DualPol@ Band Single band Brand DualPOI@ I Teletilt® Operating Frequency Band 698 - 896 MHz Mechanical Specifications Color Light gray Connector Interface 7-16 DIN Female Connector Location Bottom Connector Quantity, total 2 Lightning Protection do Ground Radiator Material Aluminum Radome Material Fiberglass, UV resistant Wind Loading, maximum 878.0 N @ 150 km/h 197.4 Ibf @ 150 km/h Wind Speed, maximum 241.0 km/h 1 149.8 mph @2014 CommScope,Inc All rights reserved All trademarks identified by 0 or TM are registered trademarks, respectively,of CommScope Page 1 of 5 All specifications are subject to change without notice See www.commscope com for the most current information. Revised December 17, 2013 lanuary 13,2014 Product Specifications COMMSCOPE" HBX-6517DS-TOM 0 on the go Included Products DB390—Pipe Mounting Kit for 2.4 -4.5 in (60 - 115 mm) OD round members. Use for narrow panel antennas. Includes two pipe mounts. DB5098—Downtilt Mounting Kit for 2.4 -4.5 in (60 - 115 min) OD round members ©2013 CommScope,Inc.All rights reserved.All trademarks identified by®or TM are registered trademarks, respectively,of CommScope. page 2 J 2 All specifications are subject to change without notice. See www commscope corn for the most current information Revised:March 13, 2013 April 1,2013 Product Specifications COMMSCOPE on the go Andrew Solutions HBX-6517DS-TOM Andrew(k) DualPol@ Antenna, 1710-2180 MHz,650 horizontal beamwidth,fixed tilt • Superior azimuth tracking and pattern symmetry to minimize any sector overlap • Rugged, reliable design with excellent passive intermodulation suppression • Exceptional upper sidelobe suppression and front-to-back ratio Electrical Specifications Frequency Band, MHz 1710-1880 1850-1990 1920-2180 Gain, dBi 19.5 19.5 19.5 Beamwidth, Horizontal, degrees 65 65 65 Beamwidth, Vertical, degrees 5.2 4.8 4.5 Beam Tilt, degrees 0 0 0 USLS, typical, dB 21 21 21 Front-to-Back Ratio at 1800, dB 32 32 32 Isolation, dB 30 30 30 VSWR I Return Loss, dB 1.4:1 1 15.6 1.4:1 1 15.6 1.4:1 1 15.6 PIM, 3rd Order, 2 x 20 W, dBc -153 -153 -153 Input Power per Port, maximum, watts 350 350 350 Polarization ±450 ±450 f45° Impedance 50 ohm 50 ohm 50 ohm Lightning Protection do Ground do Ground do Ground Mechanical Specifications Color I Radome Material Light gray PVC, UV resistant Connector Interface I Location I Quantity 7-16 DIN Female I Bottom ( 2 Wind Loading, maximum 393.2 N @ 150 km/h 88.4 Ibf @ 150 km/h Wind Speed, maximum 241.5 km/h 1 150.0 mph Dimensions Depth 83.0 mm 1 3.3 in Length 1902.00 mm 74.88 in Width 166.00 mm ( 6.54 in Net Weight 5.50 kg 1 12.13 lb Regulatory Compliance/Certifications Agency Classification RoHS 2011/65/EU Compliant by Exemption China RoHS SJ/T 11364-2006 Above Maximum Concentration Value (MCV) ISO 9001:2008 Designed, manufactured and/or distributed under this quality management system r @2013 CommScope, Inc All rights reserved.All trademarks Identified by @ or rm are registered trademarks, respectively,of CommScope. puye I UI 2 All specificat'ons are subject to change without notice_See www,commscope.com for the most current information.Revised.March 13, 2013 Apd 1,2013 Amp he no 1 696-900 MHz ANTFNNA SOLUTIONS BXA-70063-6CF-EDIN-X X-Pol FET Panel 1 63° 1 14.5 dBd BXA-70063-6CF-EDIN-3 BXA-70063-6CF-EDIN-4 BXA-70063-6CF-EDIN-5 so sa a bo ro „l so K ao 0 0 30 Vertical 750 MHz 4° I Vertical 1 750 MHz 5° I Vertical 750 MHz 120 12l 30 I Vertical 1 850 MHz 4° 1 Vertical 1 850 MHz 5° 1 Vertical 1 850 MHz BXA-70063-6CF-EDIN-6 BXA-70063-6CF-EDIN-8 BXA-70063-6CF-EDIN-10 0 0 0 30 0 0 6° 1 Vertical 750 MHz 80 1 Vertical 1 750 MHz 10° 1 Vertical 1 750 MHz 30 3c 6° 1 Vertical 1 850 MHz 80 I Vertical 1 850 MHz 10° 1 Vertical 1 850 MHz Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. REV0310 www.amphenol-antennas.com 2 of 2 696-900 Vffi#�' ANTENNA SOLUTIONS BXA-70063-6CF-EDIN-X X-Pol I FET Panel 1 63° 1 14.5 dBd •00 MHz Frequency bands 696-806 MHz 806-900 MHz Polarization t45° Horizontal beamwidth 65° 63° Vertical beamwidth 13° 11° Gain 14.0 dBd(16.1 dBi) 14.5 dBd(16.6 dBi) Electrical downtilt(X) 0,2,3,4,5,6,8,10 Impedance 50D VSWR s1.35:1 Upper sidelobe suppression(0°) -18.3 dB -18.2 dB Front-to-back ratio(+/-30°) -33.4 dB -36.3 d13 Null fill 5%(-26.02 dB) Isolation between ports <-25 dB Input power 500 W Lightning protection Direct Ground Connector(s) 2 Ports/EDIN or NE/Female/Center(Back) Dimensions Length x Width x Depth 1804 x 285 x 132 mm 71.0 x 11.2 x 5.2 in Depth with z-brackets 172 mm 6.8 in Weight without mounting brackets 7.9 kg 17 Ibs Survival wind speed >201 km/hr >125 mph Wind area Front:0.51 m2 Side:0.24 m2 Front: 5.5 ft' Side: 2.6 112 - Wind load @ 161 km/hr(100 mph) Frl�o�� I�.�. nl�t,�: 759 N Side: 391 N Front: 169lbf Side: 89 Ibf 3-Point Mounting Bracket Kit 36210003 50-160 mm 2.0-6.3 in 6.3 kg 14 Ibs 3-Point Downtilt Bracket Kit(0-14°) 36210004 50-160 mm 2.0-6.3 in 7.3 kg 16 Ibs Downtilt Mounting Applications A mounting bracket and downtilt bracket kit must be ordered for downtilt applications Concealment Configurations For concealment configurations,order BXA-70063-6CF-EDIN-X-FP BXA-70063-6CF-EDIN-X BXA-70063-6CF-EDIN-0 BXA-70063-6CF-EDIN-2 � Aso 3o sa �a Horizontal 1 750 MHz 0° I Vertical 1 750 MHz 2° Vertical 1 750 MHz ,50 30 150 -/341 Horizontal 1 850 MHz 0° 1 Vertical 1 850 MHz 2° 1 Vertical 1 850 MHz Quoted performance parameters are provided to offer typical or range values only and may vary as a result of normal manufacturing and operational conditions. Extreme operational conditions and/or stress on structural supports is beyond our control. Such conditions may result in damage to this product. Improvements to product may be made without notice. 1 of 2 www.amphenol-antennas.com REV0310 A °RV CERTIFICATE OF LIABILITY INSURANCE g/30/2013) 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 WANED,subject to the terns 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 C ACT Diane Wojcik Coakley Rierpan Dolan & Collins Insurance (413)664-9366 FAX ,(413)664-4723 26 Union Street L .dwojcik @cpdcinsurance.coan INSUR 5 AFFORDING COVERAGE NAIL B North Adams MA 01247 1 AMontpelier U.S. Insurance INSURED iNSURERaJEXCelsior Insurance Company 11045 Berkshire Wireless Corp. NsURERcEvanston Insurance Company 480 pleasant Street INSIIRERD-Granite State Ins Co INSUPER Lee MA 01238 INSURER F. COVERAGES CERTIFICATE NUMBER:13-14 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. SR TYPE OF INSURANCE POLICY NUMBER POLICY EF POLICY EXP LIMITS _ GENERALLIABU Y EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL UARLITY —� p DAMAGETO O e $ 300,000 A CLAIMS-MMADE X❑OCCUR X 00060025001142 /5/2013 /5/2014 LIMEXp me person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,01" GENERAL AGGREGATE $ 2,000,000 GEN L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPMP AGG $ 2,000,000 X POLICY �- Lod $ AUTOMOBILE LIABILITY COMBINED WGLEUMIT 1,000,000 B ANY AUTO BODILY INJURY(Par Parson) $ AA�SNED X SSCCHEHEDULED 054816 /5/2013 15/2014 BODILY INJURY(Per accident) $ X HIRED AUTOS X ANUTN-GOWNED PROPERTY DAMAGE $ Exuadence Mod Factor 1 $ X UMBRELLA LIAR OCCUR EACH OCCURRENCE 5,000,000 C EXCESS LIAR HCLAJMS-MADE AGGREGATE $ 5,000,000 ED I X I RETENTIMS 5,OOC PMJ459113 /5/2013 /5/2014 $ D WORKERS COMPENSATION X WC STATU OTH- AND EMPLOYEt�'UABNJTY YIN ER A CREOPRIETERIPARTTNERIE ECUTIVE� NIA E.L.EACH ACCIDENT $ 1 000 D00 (MandalmyInNH) 9931019 0/14/2013 0/14/2014 E.L DISEASE-EA EMPLOYEE $ 11000,000 -' If destxbe under . DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 - DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 191,Additional Remarks Schedule,if more space Is required) Verizon Wireless-New England and all its subsidiaries and affiliates are included as additional insured to the above liability policies. Coverage is primary and non-contributory with any insurance or program of self insurance that may be maintained by Verizon. Supplier shall waive its rights of subrogation against Verizon for claims that may arise out of the services provided under this Agreement. CER11FICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Verizon Wireless - New England ACCORDANCE WITH THE POLICY PROVISIONS. 99 River Drive, 9th Floor East Hartford, CT 06108 AUTHORMEDREPRESENTAT.WE J Diane Wojcik/DIAWOJ ACORD 25(2010105) 01988-2010 ACORD CORPORATION.All rights reserved. INS025 onirnm m T"Af:f%on noma onri Inn^om ranic4ararl msarlra ref Armin The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ��1 Address: IAM t- City/State/Zip: k"71 G'a OL ?v� Phone#: �//?,-c3 Are you an employer?Check the appropriate box: Type of project(required): I*I am a employer with C 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working or me in an capacity. employees and have workers' g Y P tY• # 9. E]Building addition [No workers' comp.insurance comp.insurance. required.] 5. ❑ We are a corporation and its 10.F1 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 per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached 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 is providing workers'compensation insurance for my employees. Below is the policy and job site information. -7- Insurance Company Name:, c/�f�i � �JfL�E - 7_!.S, Policy#or Self-ins.Lic.#: U)C �3 I 0 1 cl Expiration Date: 104V/z Job Site Address: 221 Pine Street, (Florence) City/State/Zip: Northampton, MA 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 c. 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 up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Si afore: Date: Phone#: �3 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 Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Shatz, Schwartz and Fentln, P.C. Counsellors at Law June 5, 2014 VIA OVERNIGHT MAIL Mr. Louis Hasbrouck, Building Commissioner Office of the Building Commissioner Puchalski Municipal Building 212 Main Street Northampton, MA 01060 Re: Building Permit Application for Verizon Wireless Antenna Swap—221 Pine Street, Florence (Northampton), MA Dear Mr. Hasbrouck: On behalf of Verizon Wireless, I am enclosing a building permit application for the above site along with a check made payable to the City of Northampton in the amount of$55.00 as payment for the building permit fee. When ready, please send the approved building permit to my attention at the address on this letterhead. Please don't hesitate to contact Attorney Ellen Freyman or myself if you have any questions or need any additional information. Thank you for your help. Sincerely, Dana Cowl Paralegal /dmc Enclosures U\U 108\Verizon\2014\Florence\LT B[w Appl& Fee.060514 1441 Main Street,Springfield,MA 01103-1450 • 413-737-1131 413-736-0375(fax) www.ssfpc.com Version 1.7 Commercial Building Permit May 15,2000 SECTION 10-STRUCTURAL PEER REVIEW(780 CMR 110.11) Independent Structural Engineering Structural Peer Review Required Yes ® No 4 SECTION 11 -OWNER AUTHORIZATION-TO BE COMPLETED WHEN OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT See attached Letter of Authorization ____ . _...___. .. . as Owner of the subject property hereby authorize act on my behalf, in all matters relative to work authorized by this building permit application. Signature of Owner Date — Ltd. d/b/a Verizon Wireless Ellen W. Freyman on behalf of Bell Atlantic Mobile of Massachusetts Corporatio I,� _ _ _ �__ , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate,to the best of my knowledge and belief. Si ned under thins and penalties of Perjury . __ _.. . by Ellen W. Freyman Pri me — Signatureof LlmT rAge au Orized agent Date SECTION 12- NSTR 1ON SERVICES 10.1 Licensed Construction Supervisor: Berkshire Wireless Not Applicable ❑ Dennis Teichert ICS 71466 Name of License Holder: - License Number -- ---_.. ....._ __.—_ _.._.. __._._. .....__ 480 Pleasant Street,Lee,MA 01238 04/14/2015 Address Expiration Date 1(413)441-4837 Signature Telephone SECTION 13-WORKERS'COMPENSATION INSURANCE AFFIDAVIT(M.G.L.c.152,§25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes O No Versionl.7 Commercial Building Permit May 15,2000 SECTION 9-PROFESSIONAL DESIGN AND CONSTRUCTION SERVICES-FOR BUILDINGS AND STRUCTURES SUBJECT TO CONSTRUCTION CONTROL PURSUANT TO 780 CMR 116(CONTAINING MORE THAN 35,000 C.F.OF ENCLOSED SPACE) 9.1 Registered Architect: ........... Not Applicable Name(Registrant): ....................----.......... ........... ............. ............................... .......---------------------------....................... ................................. Registration Number ............. Address .......... Expiration Date Signature Telephone 9.2 Registered Professional Engineer(s): Name Area of Responsibility Address Registration Number ..........-------- Signature Telephone Expiration Date ................ Name Area of Responsibility Address Registration Number ............. .................. Signature Telephone Expiration Date -------——------- —---------- ....... Name Area of Responsibility Address Registration Number ............ Signature Telephone Expiration Date Name Area of Responsibility Address Registration Number Signature Telephone Expiration Date 9.3 General Contractor 7 Not Applicable Company Name: ............ Responsible In Charge of Construction ............. ------ ............. Address F- Signature Telephone Version 1.7 Commercial Building Permit May 15,2000 8. NORTHAMPTON ZONING Existing Proposed Required by Zoning This column to be filled in by Building Department Lot Size Frontage Setbacks Front Side L: R: L: R: Rear Building Height Bldg.Square Footage % Open Space Footage % (Lot area minus bldg&paved parking) #of Parking Spaces Fill: volume&Location A. Has a Special Permit/Variance/Finding ever been issued for/on the site? NO © DONT KNOW © YES O IF YES, date issued: 05/25/2005 IF YES: Was the permit recorded at the Registry of Deeds? NO O DON'T KNOW O YES Q IF YES: enter Book 7374 Page 226 and/or Document# 00033852 B. Does the site contain a brook, body of water or wetlands? NO O DON'T KNOW © YES Q IF YES, has a permit been or need to be obtained from the Conservation Commission? Needs to be obtained 0 Obtained © , Date Issued: C. Do any signs exist on the property? YES © NO O IF YES, describe size, type and location: D. Are there any proposed changes to or additions of signs intended for the property? YES © NO O IF YES, describe size, type and location: E. Will the construction activity disturb(clearing,grading,excavation,or filling)over 1 acre or is it part of a common plan that will disturb over 1 acre? YES © NO Q IF YES,then a Northampton Storm Water Management Permit from the DPW is required. Versionl.7 Commercial Building Permit May 15,2000 SECTION 4-CONSTRUCTION SERVICES FOR PROJECTS LESS THAN 35,000 CUBIC FEET OF ENCLOSED SPACE Interior Alterations ❑ Existing Wall Signs ❑ Demolition❑ Repairs❑ Additions ❑ Accessory Building❑ Exterior Alteration ❑ Existing Ground Sign❑ New Signs❑ Roofing❑ Change of Use❑ Other ED Brief Description Verizon Wireless is removing three(3)antenna panels and replacing them with six(6)upgraded Of Proposed Work: antenna panels, an existing smokestack installation. SECTION 5-USE GROUP AND CONSTRUCTION TYPE USE GROUP(Check as applicable) CONSTRUCTION TYPE A Assembly ❑ A-1 ❑ A-2 ❑ A-3 ❑ 1A ❑ A-4 ❑ A-5 ❑ 1B ❑ B Business ❑ 2A ❑ E Educational ❑ 2B I ❑ F Factory ❑ F-1 ❑ F-2 ❑ 2C ❑ H High Hazard ❑ 3A ❑ I Institutional ❑ 1-1 ❑ 1-2 ❑ 1-3 ❑ 3B ❑ M Mercantile ❑ 4 ❑ R Residential ❑ R-1 ❑ R-2 ❑ R-3 ❑ 5A ❑ S Storage ❑ S-1 ❑ S-2 ❑ 5B ❑ U Utility ❑ Specify: M Mixed Use ❑ Specify: S Special Use Specify: Cell Site 0 COMPLETE THIS SECTION IF EXISTING BUILDING UNDERGOING RENOVATIONS,ADDITIONS AND/OR CHANGE IN USE Existing Use Group: Proposed Use Group: Existing Hazard Index 780 CMR 34): Proposed Hazard Index 780 CMR 34): SECTION 6 BUILDING HEIGHT AND AREA BUILDING AREA EXISTING PROPOSED NEW CONSTRUCTION OFFICE USE ONLY Floor Area per Floor(sf) 1St 1 St 2nd 2nd 3rd 3m 4th 4 m Total Area(sf) Total Proposed New Construction(sf) Total Height(ft) Total Height ft 7.Water Supply(M.G.L.c.40,§54) 7.1 Flood Zone Information: F7.3 Sewage Disposal System: Public Private E] Zone Outside Flood Zone❑ unicipal ❑ On site disposal system[_] _ Versionl.7 Commercial Building Permit May 15,2000 Department use only City of Northampton Status of Permit: uilding Department Curb Cut/Driveway Permit - JUN - 6 2014 212 Main Street Sewer/Septic Availability Room 100 Water/Well Availability Electric, Plumbing&Gas Inspectl° rthampton, MA 01060 Two Sets of Structural Plans Northampton, MA 01060 one =587-1240 Fax 413-587-1272 Plot/Site Plans Other Specify APPLICATION TO CONSTRUCT,REPAIR, RENOVATE,CHANGE THE USE OR OCCUPANCY OF,OR DEMOLISH ANY BUILDING OTHER THAN A ONE OR TWO FAMILY DWELLING SECTION 1 -SITE INFORMATION 1.1 Property Address: This section to be completed by office 221 Pine Street, Florence (Northampton) Map Lot Unit Zone Overlay District Elm St.District CB District SECTION 2-PROPERTY OWNERSHIP/AUTHORIZED AGENT 2.1 Owner of Record: The Brush Works, LLC 667 Main Street, Holyoke,MA 01040 Name(Print) Current Mailing Address: (413) 534-0955 Signature Herbert G. Berezin Telephone 2.2 Authorized Agent: Bell Atlantic Mobile of Massachusetts Corporation,Ltd. d/b/a Verizon Wireless 99 East River Drive, East Hartford, CT 06108 Name(Prin Current Mailing Address: (413) 737-1131 Signa t Telephone SECTI N 3-ES IM fiEr v �tthorizb a8eon T Item Estimated Cost(Dollars)to be Official Use Only completed by ermit applicant 1. Building $9,000.00 (a)Building Permit Fee 2. Electrical (b) Estimated Total Cost of Construction from 6 3. Plumbing Building Permit Fee 4. Mechanical(HVAC) 5. Fire Protection 6. Total=(1 +2+3+4+5)-1— 2+3+4+5) Check Number This Section For Official Use Only Building Permit Number Date Issued Signature: Building Commissioner/Inspector of Buildings Date a OW h V File#BP-2014-1300 APPLICANT/CONTACT PERSON SHATZ, SCHWARTZ&FENTIN,PC ADDRESS/PHONE 1441 MAIN ST SPRINGFIELD (413)737-1131 PROPERTY LOCATION 221 PINE ST MAP 22B PARCEL 040 001 ZONE SIO 15)/WP(115)/WSP(l) THIS SECTION FOR OFFICIAL USE ONLY: PERMIT APPLICATION CHECKLIST ENCLOSED REQUIRED DATE ZONING FORM FILLED OUT Fee Paid Building Permit Filled out 0a aul A# Fee Paid Tvneof Construction:_REPLACE 3 VERIZON ANTENNA PANELS W/6 New Construction Non Structural interior renovations Addition to Existing. Accessory Structure Building Plans Included: Owner/Statement or License 71466 3 sets of Plans/Plot Plan THE FOLLOWING ACTION HAS BEEN TAKEN ON THIS APPLICATION BASED ON INFORMATION PRESENTED: Approved Additional permits required(see below) (` PLANNING BOARD PERMIT REQUIRED UNDER:§ Intermediate Project: Site Plan AND/OR Special Permit With Site Plan Major Project: Site Plan AND/OR Special Permit With Site Plan ZONING BOARD PERMIT REQUIRED UNDER: § Finding Special Permit Variance* lit Received&Recorded at Registry of Deeds Proof Enclosed Other Permits Required: Curb Cut from DPW Water Availability Sewer Availability Septic Approval Board of Health Well Water Potability Board of Health Permit from Conservation Commission Permit from CB Architecture Committee Permit from Elm Street Commission Permit DPW Storm Water Management Demolition Delay Sign re of Bui ding Official Date Note: Issuance of a Zoning permit does not relieve a applicant's burden to comply with all zoning requirements and obtain all required permits from Board of Health,Conservation Commission,Department of public works and other applicable permit granting authorities. *Variances are granted only to those applicants who meet the strict standards of MGL 40A. Contact Office of Planning&Development for more information. 221 PINE ST BP-2014-1300 GIs#: COMMONWEALTH OF MASSACHUSETTS Map:Block: 22B-040 CITY OF NORTHAMPTON Lot: -001 PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS Permit: Building DO NOT HAVE ACCESS TO THE GUARANTY FUND (MGL c.142A) Category: ANTENNAS BUILDING PERMIT Permit# BP-2014-1300 Project# JS-2014-002186 Est. Cost: $9000.00 Fee: $55.00 PERMISSION IS HEREBY GRANTED TO: Const. Class: Contractor: License: Use Group: BERKSHIRE WIRELESS 71466 Lot Size(sq. ft.): 145926.00 Owner: BRUSH WORKS THE LLC Zoning: SI(115)/WP(115)/WSP(1)/ Applicant: SHATZ, SCHWARTZ & FENTIN, PC AT. 221 PINE ST Applicant Address: Phone: Insurance: 1441 MAIN ST (413) 737-1131 WC SPRINGFIELDMA01103 ISSUED ON.611312014 0:00:00 TO PERFORM THE FOLLOWING WORK.REPLACE 3 VERIZON ANTENNA PANELS W/6 - must comply w/color specs of oringinal permit POST THIS CARD SO IT IS VISIBLE FROM THE STREET Inspector of Plumbing Inspector of Wiring D.P.W. Building Inspector Underground: Service: Meter: Footings: Rough: Rough: House# Foundation: Driveway Final: Final: Final: Rough Frame: Gas: Fire Department Fireplace/Chimney: Rough: Oil: Insulation: Final: Smoke: Final: THIS PERMIT MAY BE REVOKED BY THE CITY OF NORTHAMPTON UPON VIOLATION OF ANY OF ITS RULES AND REGULATIONS. Certificate of Occupancy Signature: FeeType: Date Paid: Amount: Building 6/13/2014 0:00:00 $55.00 212 Main Street, Phone(413)587-1240, Fax: (413)587-1272 Louis Hasbrouck—Building Commissioner