72 LORING AVE - BUILDING INSPECTION (7) The Commonwealth of Massachusetts
Department of Public Safety
etY
Massachusetts State Building Code(780 CMR)
Building Permit Application for any Building other than aOne-or Two-Family Dwelling
(This Section For Official Use Only)
Building Permit Number. Date Applied: Building Official:
SECTION 1:LOCATION(Please indicate Block M and Lot 8 Tor locations for which a street address is not available)
72 LORING AVE. SALEM,MA 01970
No.and Street City/Town Zip Code Name of Building(if applicable)
SECTION 2.PROPOSED WORK
Edition of MA State Code used_ If New Construction check here❑or check all that apply in the two rows below
Existing Building❑ Repair❑ 1 Alteration❑I Addition❑ 1 Demolition ❑ (Please fill out and submit Appendix 1)
Change of Use ❑ Change of Occupancy ❑ 1 Other ❑Specify:ANTENNA FACADE-MOUNT TO EXISTING CHIMNEY
Are building plans and/or construction documents being supplied as part of this permit application? Yes 0 No ❑
Is an Independent Structural Engineering Peer Review required? Yes ❑ No ❑
Brief Description of Proposed Work INSTALLATION OF FACADE-MOUNTED ANTENNAS TO EXISTING CHIMNEY.ASSOCIATED RADIO
EQUIPMENT CABINETS TO BE INSTALLED INSIDE PROPOSED EQUIOPMENT ROOM ON FIRST FLOOR LEVEL S 1�1
t n
A-A rrMi I fJ ,
SECTION 3:COMPLETE THIS SECTION IF EMSTING BUILDING UNDERGOING RENOVATION,ADDITION,OR
CHANGE IN USE OR OCCUPANCY
Check here if an Existing Building Investigation and Evaluation is enclosed(See 780 CMR 34) ❑
Existing Use Group(s): I Proposed Use Group(s):
SECTION 4 BUILDING HEIGHT AND AREA
Existing Proposed
No.of Floors/Stories(include basement levels)8r Area Per Floor(sq.ft.)
Total Area(sq.ft.)and Total Height(ft.)
SECTION 5:USE GROUP(Check as applicable)
A. Assembly A-1❑ A-2❑ Nightclub ❑ A-3 ❑ A-4❑ A-5❑ 1 B: Business ❑ E: Educational ❑
R Facto F-1❑ F2❑ I H: High Hazard H-1❑ H-2❑ H-3 ❑ H-4❑ H-5❑
1: Institutional 1-1❑ 1-2❑ 1-3❑ 1-4❑ 1 M: Mercantile❑ R. Residential R-10 R-2❑ R3❑ R-4❑
S: Storage S-1❑ S-2❑ U- Utility❑ Special Use❑and please describe below:
Special Use:
SECTION&CONSTRUCTION TYPE(Check as applicable)
IA ❑ IB ❑ RA ❑ IIB ❑ ILIA ❑ 111B ❑ 1 IV ❑ I VA ❑ VB ❑
SECTION 7:SITE INFORMATION(refer to 780 CMR 111.0 for details on each item)
Water Supply: Flood Zone Information: / Sewage Disposal: Trench Permit Debris Removal:
Public❑ Check if outside Flood Zone A Indicate municipal❑ A trench 'It not be Licensed Disposal Site❑
Private❑.. ppb or inden' Zone: or on si s m❑ required or trench or specify:14 Ml1=ry�
1� permit is enclosed❑
Railroad right-of-way:, pa Ilazaids to Air Navigation: MA Historic Commission Review Process:
Not Applicable❑ ^'1 Is Structure within airport approach/ ? Is their review completed?
or Consent to Build enclosed❑ Yes❑ or No❑ K4(A Yes& No ❑ _
SECTION 8:CONTENT OF CERTIFICATE OF OCCUPANCY o -g
Edition of Code: Use Group(s): Type of Construction: - Occupant Load per Floor.
Does the building contain an Sprinkler System?: Special Stipulations:
W rG
m
o m
CO in
SECTION 9: PROPERTY OWNER AUTHORIZATION
Name and Address of Property Owner
Name(Print) No.and Street City/Town Zip
Property Owner Contact Information:
ESTHER REALTY,INC.-JOHN BERTINI 978 828 6235 JABERT990AOL-COM(OR)FUMNICAOLCOM
Title Telephone No.(business) Telephone No. (cell) e-mail address
If applicable,the property owner hereby authorizes
PRESIDENT 284 CANAL ST. SALEM MA 01970
Name Street Address City/Town State Zip
to act on the property owner's behalf,in all matters relative to work authorized by this building 't application.
SECTION 10,CONSTRUCTION CONTROL(Please fill out Appendix 2)
building is less than 35,000 ca.ft of enclosed space and/or not under Construction Control then check here O and skip Section 10.1
10.1 Registered Professional Responsible for Construction Control
JESSE MORENO 413 977 4402 ANORENOOPROMIPIRADESIGN.Com 47315
Name(Registrant) Telephone No. e-mail address Registration Number
1 SHORT STREET,SURE 3 NORTHAMPTON MA 01060 CIVIL f✓J02012
Street Address City/Town State Zip Discipline Expiration Date
10.2 General Contractor
GREEN MOUNTAIN COMMUNICATIONS
Company Name
VICTOR DROUIN CS 63447
Name of Person Responsible for Construction Incense No. and Type if Applicable
702 RIVER WOOD DRIVE PEMBROKE NH 03275
Street Address City/Town State Zip
eess 717_7117EXT24 603.234.6859 Victor.Drouin@greenmtncomm.com
Telephone No.(business) Telephone No. cell e-mail address
SECTION 11:WORKERS'COMPENSATION INSURANCE AFFIDAVIT .G.f.c.152.S 25C 6
A Workers'Compensation Insurance Affidavit from the MA Department of Industrial Accidents 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.
Is a signed Affidavit submitted with this application? Yes O NOD
SECTION 12•CONSTRUCTION COSTS AND PERMIT FEE
Estimated Costs:(Labor
Item Estimated
Materials) Total Construction Cost(from Item 6)_$75000
1.Building $75000 Building Permit Fee=Total Construction Cost x_(Insert here
2.Electrical $ appropriate municipal factor)_$
3.Plumbing $
4.Mechanical (HVAC) $ Note:Minimum fee=$ (contact municipality)
5.Mechanical Other $ Enclose check payable to CITY OF SALEM
6.Total Cost I $ I (contact municipality)and write check number here
SECTION 13:SIGNATURE OF BUILDING PERMIT APPLICANT
By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this
application is true and accurate to the best of my knowledge and understanding.
GIN VILANTE Nq AUTHORIZED AGENT 978 _846. 4954 6/13/11
Please print and sign nalre Title Telephone No. Date
PO BOX 738 WESTFORD M 01886
Street Address City/Town State Zip ,
Municipal inspector to fill out this section upon application approval:
Name ate
Appendix 1
For the demolition of structures the building permit applicant shall attest that utility and other
service connections are properly addressed to ensure for public safety.
Please fill in the information below and submit this appendix with the building permit
application. The building permit applicant attests under the pains and penalties of perjury that
the following is true and accurate.
Property Location(Please indicate Block#and Lot#for locations for which a street address is not
available)
72 LORING AVE. SALEM 01970
No.and Street City/Town Zip Name of Building(if applicable)
For the above described property the following action was taken:
Water Shut Off? Yes ❑ No ® Provider notified and Release obtained? Yes ❑ No ❑
Gas Shut Off? Yes❑ No M/ Provider notified and Release obtained? Yes ❑ No ❑
Electricity Shut Off? Yes ❑ No El" Provider notified and Release obtained? Yes ❑ No ❑
Yes❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other(if applicable)
Yes ❑ No ❑ Provider notified and Release obtained? Yes ❑ No ❑
Other (if applicable)
Appendix 2
Construction Documents are required for structures that must comply with 780 CMR 107. The
checklist below is a compilation of the documents that may be required for this.The applicant
shall fill out the checklist and provide the contact information of the registered professionals
responsible for the documents. This appendix is to be submitted with the building permit
application.
Checklist for Construction Documents*
Mark"x"where applicable
No. Item Submitted Incomplete Not Required
1 Architectural
2 Foundation
3 Structural
4 Fire Suppression
5 Fire Alann(may requirerepeaters)
6 HVAC
7 1 Electrical
8 Plumbing include local connections
9 Gas(Natural,Propane,Medical or other
10 Surveyed Site Plan(Utilities,Wetland,etc.
11 Specifications
12 Structural Peer Review
13 Structural Tests&Inspections Program
14 Fire Protection Narrative Report
15 1 Existing Building Survey/Investigation
16 Energv Conservation Report
17 Architectural Access Review 521 CMR
18 Workers Compensation Insurance
19 Hazardous Material Mitigation Documentation
20 Other S
21 Other S
22 Other S
*Areas of Design or Construction for which plan are not complete at the time of application submittal must be identified herein.Work
so identified must not be commenced until this application has been amended and the proposed construction document amendment
has been approved by the authority having jurisdiction.Work started prior to approval may be subjected to triple the original permit
fee.
Registered Professional Contact Information
JESSE MORENO 413 320.47315 MORENOOPROTERRA-0ESIGN.00M 47315
Name(Registrant) Telephone No. e-mail address Registration Number
1 SHORT STREET, SUITE 3 NORTHAMPTON MA 01060 CIVIL 6/30/2012
Street Address City/Town State Zip Discipline Expiration Date
Name(Registrant) Telephone No. e-mail address Registration Number
Street Address City/Town cam yi Discipline Expiration Date
Name(Registrant) Telephone No. e-mail address Registration Number
Street Address City/Town State Zi Discipline Expiration Date
\lissachusetts- Department of Publie Safct.%
9 Board of Building Re_tdatiuns and Standards
Construction Supervisor License
License: CS 63347
t
VICTOR R DROWN -^ F
702 RIVER WOOD DR
PEMBROKE, NH 03275
Ezpiralion: 11/1412012
(omnii.zi„nrr Tr#: 5718
f
+I
I
i
Failure to possess a current edition of the
Massachusetts State Building Code 1
is cause for revocation of this license.
Referto: K'WW.Alass.Gov/DPS {
{
i
The Commonwealth of Massachusetts Print Form
Department of IndustrialAccidents
Office of Investigations
1 Congress Street,Suite 100
Boston,MA 02114-2017
www.mass.gov/dia
Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers
Applicant Information Please Print Let=_ibly
Name(Business/Orgmintion/individuaq:Green Mountain Communications,Inc.
Address:702 Riverwood Dr.
City/State/Zip:Pembroke, NH 03275 Phone#:603.717.7117
Are you an employer?Check the appropriate box: Type of project(required):
1.21 I am a employer with 56 4. ❑ I am a general contractor and 1 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 S. ❑Demolition
working for me in any capacity. employees and have workers' 9. ❑Building addition
[No workers'comp.insurance comp.insurance.:
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 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 most attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have
employees. If the subcontractors have employees,they most 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.
Insurance Company Name:Zurich American Ins.Co.
Policy#or Self-ins.Lic.#:WC5946539-02 Expiration Date: 12/31/11
Job Site Address: 7?- Lo 1B) NO, City/State/Zip: 2tWn r gA
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 hereb cer*upder(hep:dnsnLd enahies SCLerLury that the in ormation provided above is true and correct.
Signa[ure: ------ -= - ---- -- Date
MI
Phone#: 603.717.7117
Official use only. Do not write in this area,to be completed by city or town ofcial
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#:
The Commonwealth of Massachusetts
Department of Public Safety
Massachusetts State Building Code(780 CMR)
Building Permit Application to Construct,'Repair,Renovate or Demolish any
It MO
Building other than a One-or Two-Family Dwelling
Code and Other Requirements for Building Permits
The Department of Public Safety has issued these building permit application forms so that municipalities
across the state can move toward use of a single permit form and consistent permit application process.
The MA State Building Code specifies the requirements of building permits and the applicant is advised to
review and be familiar with these requirements in order to avoid some of the common permit application
problems.Likewise the applicant should be aware that some municipalities require that the owner confirm,
even prior to acceptance of the building permit application,that no outstanding property taxes,water fees,
etc.exist.
Filing Instructions
1.Please contact the city or town where the work will be done to ensure that the city or town will accept
this application form and if any additional information is required, and obtain the correct mailing
address. After doing so, print the application, fill in completely and then submit to the local city or
town where the work will be done.
2.All applications shall be considered complete and will be reviewed if construction documents,
specifications, fee, and other materials that may be required as indicated in the Building Permit
Application are included with the application.
3.Please include a check for the Building Permit fee. The fee may be calculated using the information to
be supplied in section 12 of the Building Permit Application. The check is to be made payable to the
local city or town where the work will be done.
Structural Analysis Report
4BS0205G
Loring Avenue Eastern Bank
72 Loring Avenue
Salem, MA
Chimney-mounted Antennas & Equipment Room
i rtr C�Eastem Bank
F
wW^+ram
Prepared for:
T-Mobile Northeast, LLC
15 Commerce Way
Suite B
Norton, MA 02766
Dated:
June 10, 2011
Prepared By:
ProTerra Design Group, LLC
1 Short Street, Suite 3
Northampton, MA 01060
Tel: (413) 320-4918
Fax: (413) 320-4917
SCOPE OF WORK
ProTerra Design Group, LLC (ProTerra) was retained by T-Mobile Northeast, LLC (T-Mobile) to
design the placement of T-Mobile antenna equipment on the existing chimney and the build-
out of an interior equipment room at the Eastern Bank located at 72 Loring Avenue in Salem,
MA. This report details ProTerra's design of the support for T-Mobile base station and antenna
equipment.
EXISTING CONDITIONS
The existing 40.5+/-foot tall chimney is constructed of an 8 inch brick thickness with a concrete
cap. The interior of the chimney is parged with concrete. A large concrete foundation exists at
the bottom. The chimney is approximately 4' x 4' and extends about 12' above the roof line.
According to Town of Salem assessor's records, the original building was constructed about
1900. The chimney appears to be of that period and is in fair condition. Based upon our site
visit,we determined that the chimney is no longer in use.
The building has several areas that are vacant from previous tenants. The area selected for the
proposed equipment room is supported by a one-way 5" thick reinforced concrete floor and
8x8 W12X14 beam system. The reinforcement was determined through an existing floor cut
out in an adjacent area. At mid span of the W12 the beam is supported by a concrete filled tally
column. The condition of the floor and beam appeared to be generally in good condition in the
area of the proposed equipment room.
PROPOSED ANTENNA EQUIPMENT
T-Mobile proposes to add six (6)antennas,TMA'S, and associated coax cables to the top of the
existing chimney. The design proposes to attach the equipment to the chimney with a custom
friction band mounted equipment frame. The attached sketches illustrate ProTerra's proposed
frame design. The frame will be constructed of A-36 steel banding and standoffs for antenna
pipe mounts. Each pipe mount will support (1) panel antenna and (1) TMA. Catalog cuts of the
proposed equipment are attached.
PROPOSED EQUIPMENT ROOM
Currently un-used tenant space will be converted into a small 8'-6"'x10' equipment room to
house the radio equipment, HVAC equipment, and power supply cabinets. The room will be
constructed of metal studs, sound attenuating insulation batts, and several layers of Fire X type
sheetrock to achieve a 1 hour wall and 2 hour ceiling fire rating. The equipment has been
placed over the existing W12 beam. The battery cabinet is placed in the corner of the room
closest to the masonry bearing wall.
ProTerra Design Group, LLC Ph:(413)320-4918
1 Short Street,Suite 3 Fox:(413)320-4917
Northampton, MA01060 www.proterra-design.com
PrQdTerra
DESIGN GROUP; LLC
EQUIPMENT SUPPORT RECOMMENDATIONS
Based upon the attached structural calculations prepared by William O. Bishop, PE (structural
engineer), ProTerra finds that the proposed chimney will support the proposed T-Mobile
antenna equipment, provided the equipment is installed and supported in the location and
manner specified herein. The top of the antennas shall be no higher than (2) two feet from the
top of the chimney. The existing chimney shall be repointed and cracks repaired prior to
placing T-Mobile equipment on the chimney. The existing concrete cap shall be replaced in-kind
prior to placing the proposed sheet metal chimney cap. The chimney work shall be performed
by a qualified masonry contractor skilled in repairing and refurbishing chimneys. We also
recommend that the existing flashing and soffit at the chimney-roof connection be inspected
and repaired to prevent any long term water damage to the chimney that may affect its
structural integrity over the long-term.
ProTerra also finds that the existing S" reinforced concrete floor will support the proposed
equipment provided it is installed in the configuration specified herein over the W12 support
beams.
ProTerra Design Group, LLC Ph:(413)320-4918
1 Short Street, Suite 3 Fox:(413)320-4917
Northampton, MA01060 www.proterro-design.com
MECAWind Version 2 .0. 3.0 per ASCE 7-02
`avelo„pad by X-ICA ..a ce^ar3 ses, Inc. Coo:a'iaht 2011 W•;..
Date 619110'1 p Project No- - 4ESQZ,1}5�
Co:opany Nama p'Fp^���\�p ,7esigned By
Pd.---Ss Desc_-1p[_tn y+��
City Customer Name :'r 1)I {,j�
State Proj Location C�/j<(p!� //,{ i
File 1,ocaC}Jn: C:\PYograla ei1__VSE'=Twin'\P=i au lt.:-md L"1ftf%
Detailed Wind Load Design(Hathod 2) per ASCE 7-02
Basic Wind Speed(V) - 110.00 mph Structure Type = Other
Structural Category II Exposure Category B
Natural Frequency N/A Flexible Structure No
Importance Factor = 1.00 Rd Directional Factor = See Below
Alpha 7.00 Zg 1200.00 ft
At - 0.14 Bt 0.84
Am 0.25 Bm = 0.45
Cc = 0.30 1 = 320.00 £t
Epsilon = 0.33 Zmin = 30.00 ft
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>l Hz) use 0.85 = 0.85 _
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht = 30.00 ft
lzm: Cc*(33/Zm)^0.167 = 0.30
Lzm: 1*(Zm/33)^Epsilon = 309.99 ft
Q: (.1/ (1+0.63*( (B+Ht)/Lzm)^0.63) )-0.5 = 0.87
Gust2: 0.925*((1+1.7*1zm*3.4*Q)/(1+1.7*3.4*lzm) ) = 0.85
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Design Wind Pressure - tither Structures
Figure 6-21: Wind Loads for Chimneys, Tanks, Rooftop Equip, &
Similar Structures
of
Elev Rz Bzt Rd qz Pres F'W1lll yG
ft psf psf BISHO m
_______ _______ _______ ____ ________ ______-_ .y
STSUCTUfU� �,
40.00 0.76 1.00 0.90 21.205 18.007 �,pgiBe
28.00 0.69 1.00 0.90 19.150. 16.262 9F6)STEA� e
13.00 0.57 1.00 0.90 16.022 13.606
IONAI
Top El Btm El Width Type . Cf Addl Tot Wid Shear 1.
ft ft ft ft ft Rip A-ft
_____ _______ _______ ____ _____ ______ _______ _______ _______
40.00 28.00 4.00 1 1.500 .000 6.000 1.3 7.8 4 PIN) L,
28.00 13.00 4.00 -1 1.500 .000 6.000 2.8 38.2 Ammv Jfl
13.00 .00 4.00 1 1.500 .000 6.000 3.8 81.0
Notes:
Top E1 = Top elevation of element under consideration relative to grade.
Btm El = Top elevation of element under consideration relative to grade.
Width. - Dia of circular oross-section 4. least horizontal dim of square,
hexagonal or octagonal cross section...
Type = (1)Square-Wind on Face, (2)Square-Wind Along Diagonal, (3)Hexag. or
octag.
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fESS10NAt
Check of Beam 1: 8' + 8' Existing w12x14
INPUT
Floor I 'Live Load ( K /Ft A2) : 0.1 I slope 0 in 12
code : BOCA I Dead Load ( K /Ft A2) : 0.07S01 I Species
Wet Use : No I Snow Load ( K /Ft A2) : 0 I Grade
Rep. use : No I TL Deflection : L/240 I Trib. width : 8' -5"
Lt. Cant. : N I LL Deflection : L/360 I DOL : 100
Rt. Cant. : N ( Pattern Loading : Yes I side Loaded : NO
I SPAN DATA (Length is to center line of bearing)
I SPAN 1 I SPAN 2
Length 18' -01, 18'-01,
Actual 18' -.75" 8
1 ' -01,
Brg. 1.5" 0„ 0"
Min. 0" 0" 0"
Total Length : 16'-.75"
ADDITIONAL LOADS (Distances are from left end) units: K Ft
REF I LOAD I LOAD I DISTANCE ( LOAD I BEGIN I END
NO. I CASE 1 TYPE I TO START I LENGTH I VALUE I VALUE
1 1 D 1 C 11 I I 2.00 i
2 1 D I C 13.33, 5.33,7.5 I I 0.50 1
MEMBER SELECTED
Steel WF w12x14 f
IS MEMBER OK? Yes Wt CVt4%P QIIQ UAN
i CRITICAL STRESSES SUMMARY ��
CONTROL I REACTION I BENDING ( SHEAR I LL-DEFL I TL-DEFL
I ( K ) ( ( K /In A2) I ( K /In A2) I ( In) i ( In)
MAX VALUE I 19.82 I -10.55 I 4.631 I -0.021 I -0.040
OF ALLOW I n/a ( 44 I 32 I 7 1 9
LOCATION I 8' -01, I 8'-01, I 8' -0" I 3'-7.447" i 3' -7.447"
MAXIMUM HANGER FORCES 0 K (LEFT) 0 K (RIGHT)
------------------------------------------------------------
I I
11.91 In. I I
Deep I I
------------------------------------------------------------
I I I
6915 lbs Max. 1.982e+004 lbs Max. 4675 lbs Max.
3969 lbs OIL 1.14e+004 lbs DL 1729 lbs DL
2946 lbs LL 8417 lbs LL 6 lbs LL
6.9 K 20 K 4.7 K
General Notes N F s9c
1. Beam weight is assumed to be included in Dead Load. BiSHO y�
2. Load locations given are measured from the left end
of the structure. STBOCTu y
3. Locations of maximum moment, stress and deflection are No.294aB
measured from the left end of the structure. 9fc/ST�E°
4. Bearing across full width of beam is required. +AL +I �,
5. structural adequacy of supporting members must be confirmed.
6. Bearing lengths required may be limited by bearing stress on
supporting members.
7. A negative reaction indicates that the beam must be fastened
to the support to resist uplift.
R rantilawar rlaflartinn nllnivahlac nra hacad nn tmira tha cnan lnnnth
1LID ONE-WAY SLABS-INTERIOR SPAN Recommended Mtnimurn,Stee1®* SOLID ONE-WAY SLABS-INTERIOR SPAN of RT Steel for +M
t f� = 3,00 pO"R"""'""" > e fi0 ��Top and Bot. f, =3,000 pal Gratle 6�0-"���.O�B6f
cures.(In.1 4 4�/, 5 5'/1 6 6'/t 7 Th B 8�h 9 91h 10 Thickness DO 4 4Ys 5 5y2 6 6 A 7 714 If BV/f 9 91A 10
a Ban f4 f4 $4 14 f4 f4 f4 f4 f4 f4 f4 f4 14 Top Sors f4 f4 H4 04 04 f4 f4 f4 f4 #4 f5 f5 f5
.,In,(in.) 12 12 12 12 12 12 12 12 12 12 12 12 12 Spacing Iln.) 12 12 12 12 12 12 10 10 9 9 13 12 it
from Sa" f3 f3 f3 03 f4 f4 f4 A4 p4 f4 f4 f5 f5 Bottom Ban f3 03 f3 f3 14 f4 f4 f4 f4 f4 f4 ps f5
acing(in.) 12 13 12 11 18 17 IS 14 13 13 12 IB 17 spacing IU.) 12 13 12 it 18 17 15 14 13 13 12 18 17
mp.Bars f3 13 f3 13 f4 A'4 f4 f4 04 f4 f4 p5 f5 Temp.son f3 , f3 f3 f3 14 f4 Q4 f4 f4 f4 f4 f5 f5
acing(1n.) 15 13 12 11 is 17 15 14 13 13 12 18 17 Spacing(in.) 15 13 12 it IB 17 15 14 13 13 12 18 17
,el(In?/e I Top 0.200 0,200 0.200 0.200 0.200 0.200 0.200 0.200 0,100 0.200 0.200 0.200 0.200 Steel Iles/f1I i- '- -� _- -
ISot. 0.110 0.102 0.110 0.120 0,133 0.141 0.160 0.171 0.185 0.185 0.100 0.207 0.219 Top 0.200 0.200 0.200 0.200 0.200 0.200 0.240 0.240 0.267 0.267 0.286 0.310 0.338
ib Waighf ipsf) 50 J6 63 69 75 87 88 94 100 106 113 119 125 Sot 0.110 0.101 0.110 0.120 0.133 0.141 0.160 0.171 0.1 as 0.18J 0.100 0.207 0.219
Slob Weight
CLEAR SPAN FACTORED USABLE SUPERIMPOSED LOAD (psf) (PA SO 56 63 69 75 81 88 94 100 106 113 119 125
61.0" 579 624 781 969 'L CLEAR. SPAN ACj _TORED USABLE SUPERIMPOSED LOAD (paf)
61.6" 483 520 652 811 1D00 .k;
-
61.Ou 579 624 781 969
7..()" 407 437 550 686 848 998 61.6" 483 520 652 811 1000 (•iP -
7'.6" 345 371 468 585 725 854 990 -- ----
8'.011 295 316 400 $02 624 737 855 931 7'-0" 407 437 550 686 848 998
8'-6" 253 271 434 541 640 743 810 876 942 71.6" 345 371 468 585 725 854
9'•0" 218 233 298 3" 471 558 650 7C8 766 824 881 940 998 8.-0" 295 316 400 502 624 737 927
9'.6" 189 201 258 328 412 490 571 622 673 725 775 826 878 8'-6" 253 271 434 541 640 807 949
978
10'•0" 163 174 224 287 362 431 503 548 $94 640 684 729 775 9'-6" 169 233 298 328 412 490 622 733 863
9'•6" 189 201 250 328 412 490 622 773 B63 928
10-•6" 142 151 195 251 318 362 397 434 470 907 542 $78 615 _----- ---
11'-0" 123 130 170 220 281 320 351 393 416 448 479 512 $44 10'-0" 163 174 224 287 362 431 549 649 765 823 965
11-41' 106 112 148 193 248 283 311 340 369 398 425 454 483 10'-6" 142 151 195 251 318 362 486 543 666 717 825 944
12..0" 92 97 129 169 219 251 275 3D1 327 353 378 404 429 11'-Oa 123 130 170 220 281 320 432 483 594 640 737 845 960
121-611 79 83 112 148 193 222 244 267 290 314 336 359 382 I P-6" 106 112 148 193 248 283 385 430 532 573 661 759 663
12.•0" 92 97 129 169 219 251 343 385 477 $14 594 683 778
13'-0" 68 71 96 130 171 197 216 237 258 279 298 319 340 12'-6" 79 83 112 148 193 222 307 344 429 462 535 617 704
13'-611 - 58 60 83 113 151 174 191 210 229 248 265 284 303 ----_-__-----
14'-O" 49 50 71 99 133 154 169 186 203 220 235 252 269 13..0" 68 71 96 130 171 197 274 306 386 416 483 558 47
14'-6" 41 41 60 85 117 136 149 165 180 195 209 224 239 131•6" 58 60 83 113 151 174 245 276 347 -375 436 505 578
15'.0" SO 73 102 119 132 145 159 172 185 196 212 I44•0'. 49 50 71 99 133 154 220 247 313 338 394 458 525
15'-6'1 42 63 89 105 115 128 140 152 163 175 187 141-6" 41 41 60 85 117 136 196 222 282 305 357 415 478
-- -- ------- 151•0n SO 73 102 119 175 199 255 276 323 377 435
16..0" 53 77 91 101 112 122 133 143 154 165 151.6" 42 63 89 105 156 178 230 249 293 343 396
16'-6" 44 66 79 87 97 107 117 125 135 144 ----
171-011 56 68 75 84 92 101 108 117 126 16'•0" 53 77 91 139 159 207 224 265 311 361
171.6" 47 57 64 72 79 87 93 101 109 161.6 4 66 79 123 141 186 202 240 283 329
18.-On 48 54 60 67 74 80 87 93 17'-On 56 68 109 125 167' 182 216 257 300
18'-6" 44 50 56 62 67 73 79 17'-6.. ♦ 47 57 96 111 150 163 195 233 273
18 -On �+ 8 a 9 48 84 96 134 146 176 211 248
19'-0" --- 41 46 51 55 61 66 101-6" pi o m^ - 73 85 179 130 158 191 226
191.60 41 44 49 54 z ------------
20'•0" 42 19'.Ou 63 74 106 116 142 172 205
- 191.611 p c' 53 64 93 102 126 155 186
20'•0" 44 54 82 90 112 139 168
s CRSI rewmmendation,for minimum reinforcement ore based on practical considerations of rigidity V
against displacement under normal construction traffic. In all cases,these minimum$ satisfy minimums . ' •'a
prescribed In ACI 10.5.2. See page 7-7 for reinforcing details. Note, Sae pogo 7- 1or rem orcing details.
1
� Le
Existing chimney to be repaired by qualified masonry contractor
? t F
"r r (fff
s
x,.
iV, [J
t
m=5~
Chimney flashing and roof soffit to be repaired
e
i •.d r
# r
+' x
Existing chimney cap to be replaced in kind
ZY
�Y
�._. .
Chimney to be repointed and cracks repaired by qualified masonry contractor
R
r1 f t d 4
v
r
a
Existing W12x14 beam, slab, and pocket into bearing walls .
t s
Existing 5" concrete floor slab with reinforcement
Top
(P) CHIMNEY CAP
o
h
Tm T� i
A
1
6 PANEL ANTENNA ON RFS
9 AP40-1 NON-TILT MOUNT. TYP.
OF 2 PER SECTOR (6 TOTAL)
DIMENSIONS: S3'Hx13'Wx3.15'D
ANTENNA MOUNT
ASSEMBLY. TYP. OF 4
I
-(E) MASONRY CMMHEY
TMA. TYP. OF 2 PER
SECTOR (5 TOIZ
DIMENSIONS
14'Hx7.32'%W'D
a_
CHIMNEY FRAME ISOMETRIC +
sa11c HIS S_,
(E) MASONRY WALL
r
.=uv
o
i DRILLED HOLE,
TYP. OF 12
Lo
(P) BATTERY CABINET
23.6"W x 16.4"D x 75.5"H
rw
M
00
N00
5j"
(P) BTS CABINET, TYP. OF 3
3j" 23.6"W x 18.5"D x 72.8"H
(P) EQUIPMENT II
ROOM STUD WALLS
VERIFY CABINETS POSITIONED
OVER W12X14 FLOOR BEAM &
LALLY COLUMN
y CABINET PLACEMENT PLAN 1
SCALE: 1"=2' A-4
Optimizer® Panel Dual Polarized Antenna
This variable tilt antenna provides exceptional suppression
of all upper sldelobes at all downtilt angles.It also features ''" i
null fill and a wide downtilt range with optional remote tilt. {S{
f
4
i
1 1I
1ri
•Variable electrical downtilt-provides enhanced precision in controlling intercell interference.The tilt is
infield adjustable 0-10 deg.
• High Suppression of all Upper Sidelobes(Typically<-2OdB).
• Optional remote tilt-can be retrofitted.
•Two X-Polarized panels in a single radome.
• Dual polarization.
• Low profile for low visuaf impact.
-Broadband design.
• .1 td [ 3a�$��r�"xl`MZan.�. . iT/"Y""}S�1^ a� "v h:t ; v4
Frequency Band 3G/UMTS(Single, Broad,Dual and Triple-Band)
Horizontal Pattern Directional
(Antenna Type Panel Dual Polarized
Electrical Down Tilt Option Variable
Gain, d&(dBd) 17.6(15.5), 18.0(15.9)
Frequency Range, MHz 1710-1900, 1900-2170
Connector Type (4)7-16 DIN Female
Connector Location Bottom
Mount Type Downtilt
Electrical Downtilt,deg 0-10 ,0-10
Horizontal Beamwidth,deg 63, 55
Mounting Hardware APM40-2
Rated Wind Speed,km/h(mph) 160 (100)
VSWR < 1.5:1
l Vertical Beamwidth,deg 7, 6.4
RFS The Clear Choice .m APX16DWV-16DWVL-C I Print Date: 05.10.2007
Please visit us on the intemet at http://w .rfsworid.mm Radio Frequency Systems
All Information contained in the present datasbeet Is subject m confirmation at time of ordering.
Optimizerp Panel Dual Polarized Antenna �J
r�1
Upper Sidelobe Suppression, dB >17, >18 all (Typically >20) '
Polarization Dual pol +/-45•
Front-To-Back Ratio,dB >28, >30
Maximum Power Input,W 300
Isolation between Ports,dB > 30
41solation Between Bands,dB > 30 ,
Lightning Protection Direct Ground
1 3rd Order IMP @ 2 x 43 d8m, dBc > 150
7th Order IMP @ 2x38 d8m,dBc > 170
Overall Length, m(ft) 1.35(4.42)
Dimensions- HxWxD, mm (in) 1349 x 330 x 80(53 x 13 x 3.15)
Weight w/o Mtg Hardware, kg (lb) 18.0(39.6)
Weight w/Mtg Hardware,kg (lb) 20.8(45.7)
Radiating Element Material Brass
Radome Material Fiberglass
Reflector Material Aluminum
Max Wind Loading Area,m2(R2) 0.64(6.6)
Survival Wind Speed, km/h (mph) 20( (125)
Maximum Thrust @ Rated Wind,N (lbf) 787(177)
Front Thrust @ Rated Wind,N (lbf) 787(177)
Shipping Weight, kg (lb) 23.8(52)
Packing Dimensions, HxWxD, mm (in) 1550 x 420 x 210(61 x 16.5 x 8.3)
Packing Dimensions-HxWxD, m(ft) 1.5 x .42 x.21 (5.08 x 1.37 x 0.69)
For additional mounting information please dick"Additional Product Information"below. 'I
RFS The Clear Choice TM APX16DWV-16DWVL-C I Print Date: 05.10.2007
Please visitusonMe!nWmetathttp-.//www.rt rfd.mm Radio Frequency Systams
All Information contained in the present datasheet is subject to mnfimiation at time of ordering
if. ir"
Optimizer® Panel Dual Polarized Antenna
900
120 - -'--•- 60
30
i
}
0
t �
-30
4
120
00 F
��
7
t :5
30 4
-30—}--20 10 3 0
� I
t 1
•30
-120 E -so
-00
RFS The Clear Choice '" APX16DWV-16DWVL-C Print Date: 05.10.2007
Please tIsf.on the mtemet at http:/jw ,fswotld.mm Radio Frequency Systems
All Information contained in the present datasheet is subject to confirmation at time of ordering.
t Si'�T'•7/et�if-�Gt�I1� • : . . . !�[��7� t57�i1=ki I C
Tower Mount Amplifiers ATMAA1412D-1A20,ATMAP1412D-1A20
99ifE,M
�lM(I8.
• • • 015Ji3S(q.0.1,Om
1. Insert M6 bolt and nut into the top hole in the TMA.
Do not tighten.
2. Open the hose clamps and slide them through Slots Ain the the bracket
3. Wrap the hose clamps and bracket around the pole. 1 o 0 0 0 �
Check that the hose damps are horizontal before 4Aa(n,m 0 a o o i a
tightening. O(s 07M
4. With the M6 bolt and nut on the TMA,rest the TMA so,m AEw
on Slot B. fR(ISZ
5. Align the bottom hole in the TMA with Hole C in the
bracket. Insert the grounding strap, M6 bolt and nut.
Tighten both the M6 bolts and nuts to 6 Nm(4.5 Ibf-ft).
7. Jumpers must be used to connect the TMA to the €$
feeder and to the antenna.Ensure that no undue strain
is placed on the connectors. I
' ' "� r1
8. Please ensure that the jumpers are connected to the sane TORQUE:
correct port Fellow the port designators described in the
connection chart on the other side of this document V K
9. Connectors am to bet ued to 25 N-m(18 Ibf ft). �r1-10.Note: Regarding the ATMAP1412D-1 A20 TMA,somenus eio ,)
GROUNDINGNRRE
Ericsson BTS's can supply the DC power directly to the NOT taONIDTO BY ftE3
PCS port of the TMA,through the main RF feeder, o®o 0�.:*
RErN DR N11&
0.EFFRENCE ONLY
preventing the use of a Bias-T in the PCS branch.In this Om,o
"ME C
case,only one AISG 2.0 Bias-T is needed in the AWS
branch of the TMA. For other BTS manufacturers,two
AISG 2.0 Bias-Ts are required,one in each branch.
POLE MOUNT CONFIGURATION
aN.AroN(aa m(N.ro NmH9 omennse No<.d
05] • u�.N,nm
9xsa,On.O
1. Align the bracket to the wall with four screws. „muss
2. Insert the M6 bolt and nut into the top hole in the `A9Q0L
TMA. Do not tighten.
3. With the M6 bolt and nut on the TMA,rest the TMA
on Slot B.
y roaque
4. Align the bottom hole in the TMA with Hole C in the d E Nm
bracket.Insert the groundng strap,M6 bolt and nut. -
oaouE:
Ij
5. Tighten both the M6 bolts and nuts to 6 Nm(4.5 Ibf-ft). TOR
6. Jumpers must be used to connect the TMA to the soh• -
feeder and to the antenna.Ensure that rm undue strain
is placed on the connectors.
7. Please ensure that thejumpers are connected to the roRouE: ��
correct port.Follow the port designators described in the EN 3%]9M99.i)
connection chart on the other side of this document hEotE c
8. Connectors are to be torqued to 25 N-m(18 Ibf-ft). A
9. Note:Regarding the ATMAP1412D-1A20 TMA,some p GROUNOING WIRE
Ericsson BTS's can supplythe DC power directly to the ®p NOT PROVIDED BY flft
Pa Y sNOWN DR LOCATION
PCS port of the TMA,through the main RF feeder, REFERENCEONLY
preventing the use of a Sias-T in the PCS branch.In this
case,only one AISG 2.0 Bias-T is needed in the AWS NOTE:
branch of the TMA. For other BTS manufacturers,two NO D BYY RFS WLL MOUNT
AISG 2.0 Bias-Ts are required,one in each branch. WALL MOUNT CONFIGURATION
Oimervmv ae in(rmh urdess oMe,ewse,rted
RF5 The Clear Choicer"" Installation Instructions 603100575500 RevO
Please visit us on the internet at http://W Ww.rfsx rtdxc Radio Frequency Systems
Tower Mount Amplifiers ATMAA1412D-1A20, ATMAP1412D-1A20
In order to ensure quality of transmission and to avoid water
ingress into the system, make sure that the two vent caps a "
on the front of the unit and the vent cap on the back are not t*
damaged during installation. ,
RFS recommends that all connectors(antenna-to-jumper,
jumper-to-TMA,TMA-to-jumper and jumper-to-feeder cable)
be tightened to a 25 Nm(18 Ibf-ft)and that all connections
be sealed with either Cell-Tape weather sealant or by using a • ._� ,heat-shrink boot If a heat-shrink boot is used,caution should
be taken not to overheat or damage the base of the unit 9
(See insiructiions below on soling with C-Tape.)
Step 1
1. Start separating the tape from the backing. .
2. Peel away two to three inches of backing.
3. Press and hold tape firmly to the top of the coupling nut e
of the connector.Begin to wrap the connector by
stretching out the tape to half its original widthy`a.`
maintaining good tension. �*
4N
4. Wrap the connection joint thoroughly with a 12 to 2/3 r
overlap of tape,filling in gaps around the coupling nut
5. Complete the wrap by overlapping until all of the 4'a'
connectors are covered completely.
Step 3
CELL-Tape Weather Sealant and Marking Tape
2 rolls(0.3'x 1'x 15')
Model Number Color
CTAPE-1 Black ffi
CTAPE-2 White
CTAPE-3 Yellow
CTAPE-4 Red -
CTAPE-5 Blue
CTAPE-6 Green
Step 5
Connection Chart
Model Number Desuiption Number of Ports Port Designator Connected to
ATMAP7412
D-t A20 Dual Band Tower Mounted Ampline4 5 AWS BTS AWS Feeder
Dual Duplexed,PCs and AWS PCs BTS PCs Feeder
AISG 2.0 CONN AISG Control Cable to ACU*
AWS AM AWS Antenna port
PCs ANT 1900MHz PCs Antenna port
ATMAA1412D-WO Twin Tower Mounted Amplifier, 5 AWS BITS t (AISG) Feeder 1
Dual Duplexed,AWS AWS BTS 2 Feeder 2
AISG 2.0 CONN AISG Control Cable to ACU*
AWS ANT 1 AW5 Antenna port 1
AWS ANT 2 AWS Antenna port 2
'ACU-Antenna Control Unit:Motor attached to the antenna to provide Remote Electrical Tilt.
RFS The Clear Choice"'a Installation Instructions 603100575500 Rev 0
Please visit us on the intemet M http-.//www.rfsworld.wm Radio Frequency Systems
�®affm®
,.
OneBaseTM Twin Dual Duplex TMA
Twin AWS full band tower mounted amplifier
Designed for the highest The tower mounted amplifiers from combines Andrew products and
reliability even in the most Andrew Corporation optimize network technology into complete solutions for
performance and represent the ideal use in integrated base station systems.
demanding installation solution for coverage and capacity The self-contained body is engineered to
environments enhancement. ensure the highest reliability in severe
environments while featuring a very
By improving uplink performance, the compact size and attractive appearance.
tower mounted amplifier (TMA) ensures The twin AWS TMA includes pole
optimum coverage of fringe areas, mounting hardware.
weak spots, and indoor locations. The
unit is easy to install in any wireless • 12 dB gain
system and guarantees: • Full band operation
Improved sensitivity, reducing dropped ' AISG compatible RET control
calls and failed connection attempts. • Lightning protection provided by a
built-in multVstage surge suppressor
Enhanced signal quality, improving . Sealed to protection class IP67
voice clarity and data speed. • In-line connectors
Lower handset output, extending talk • Bypass LNA
time, reducing interference in UMTS • VSWR monitoring alarm
systems. • Automatic do switching
The AWS twin dual duplex TMA is part of
the OneBaseTA° product family, which
One Company. A World of Solutions.
OneBaseTm Twin Dual Duplex TMA, AWS
Eledrual
UPLINK AISG
Frequency range Alarm functionality AISG 1.1 stmdmd
AWS band,MHz 1710-1755 Antenna support Remote 111 mljat
Gain,dB 1221 POWER
Total group delay Power supply -It-g-,Vdc 7-0
AWS band,ns . . . . . . 40 Operating current,mA 100170
Delay variation-any 5 MHz BW Failure current consumption,mA >180
AWS band,as 40
Noise figure-mid band,typical Mechanical
AWS band,d6 . . 1.3 . ...___
Noise figure,maximum Height,depth,width,mm(in) 150x 196is 78
AWS band,dB - 1.5 (6.3x 7.7x3)
Return loss,dB 22 Weight w/o mounymg hardware,kq fib) 5(11)
Output IP3,dBm . . .+22typial Finish . . . Gray paint
Connectors
DOWNLINK RF 7-I6 DIN(rmale
Frequency range AISG . _ 8pndre,IE(60130
AWS hand,MHz .. . . 21HI-4155 Ground screw diameter,in . . 1/4 t%strides
Insertion loss
AWS 6and,dB 0.15 typird,0.3 mm. Environmental _ _ _
Group delay Operating temperature range,'C -011m+65 - .
AWS 6and,ns 15 Ingress protection . . - IP67
Delay var'rafion-any 5 MHz BW lightning protection
AWS band,ns . 4 Antenna port . . do ground
Return loss,dB 22 BTS port 20 kq 8/20 µs
AMID at antenna port,(2 x+43 d8m),dBm -122
Power handling-operafional,dBm(watts) +53(200) pap Number
Power handling-survival,dBm(watts) . . +57(500) - - - - "- _--- - -
Dual duplex dual bond TMA,AWS/PCS b1MNA17UB
PC$ANr A1aSANT -- -
rl-u'^e
0-}
�F3G- 5'*- It
11 E 114 A Ee
N¢Tn Weib6 as Tn +^ T, ».
xss.c,,.,,41a1 1 78 e.n(T)`
IRS AM NONEe - �. ...4 .. .~.�
ordering information:SPECIFY MODEL NUMBER TO ORDER TMA WITH ACCESSORIES AS SHOWN
ETW200VA12UB Description:hsin dud dupla Nk AWS Accessories:EAmmtfN hadwae
Model:
Elf alffL4 9 One Company. A World of Solutions.
Andrew Corporation Customer Support Center AN designs,specifications,and wailabiti ies of products and services presented
3 Wesilxook Corporate Center From North America in this begefin are subjea ia change vnthout nofioe.
Suite 900 Telephone: HOD-255-1479 Bulletin PA-101674-EN(11/06)
Westchester.IL 60154 US Fax: 1-800-349-5444 ®2006 Arid.Corporafion,Westchester,It 60154 US
Internet w .ondmw.oxn International
Telephone: +1-708-873-2307
Fax: +1-708349-5444