HomeMy WebLinkAboutPermit D19-0188 - AT&T MOBILITY - REPLACE ANTENNAS, ADD RRU'S AND SURGE PROTECTION DEVICEAT&T MOBILITY
16500 SOUTHCENTER PKWY
D19-0188
Parcel No:
Address:
C)
��^�v« � Tukwila
~�U~� ��n o ��m`wwUoa
Department of Community Development
63V0SouthcenterBoulevard, Suite #1OD
Tukwila, Washington 981UD
Phone: 206'431'3670
Inspection Request Line: 20G'43n'9350
Web site: http://www.TukwilaWA.gov
6437300020
Project Name: AT&T MOBILITY
DEVELOPMENT PERMIT
Permit Number: D19'0188
Issue Date: 7/23/2019
Permit Expires On: 1/19/2020
Contact Person:
Contractor:
Address:
License No:
Lender:
Address:
10500SDUTM[ENTEKPKVVY'
ANTHONY MISTRETTA
l35lE|RNNGPARK RD,ITASCA,IL,
60143
MA5TECNETWORK SOLUTIONS INC
(CONB)
8065D8UGLASRD11TH FLOOR'
CORAL GABLES, FL, ]3l34
^^'
Phone: (630)228-6229
Phone: (866)545278I
Expiration Date: 5/14/2021
DESCRIPTION OpWORK:
AT&T UPGRADES AND MAINTENANCE SOW |S6409ACOMPLIANT. REMOVING (3) ANTENNAS T08EREPLACED
WITH (3)NEW ANTENNAS, INSTALL (9)RRU'SAND (l) SURGE PROTECTION DEVICE ONANEXISTING ROOFTOP
Project Valuation: $15,000.00
Type nfFire Protection: Sprinklers: NO
Fire Alarm: NO
Type ofConstruction:
Electrical Service Provided by: TUKWILA
Fees Collected: $712]07
Occupancy per IBC: U
Water District: TUKVV|LA
SewerDbthct: TVK0|LA
Current Codes adopted hythe City *fTukwila:
International Building Code Edition:
international Residential Code Edition:
International Mechanical [ode Edition:
Uniform Plumbing Code Edition:
International Fuel Gas Code:
2015
2015
2015
2015
2015
National Electrical Code:
VVACities Electrical Code:
VVA[296-46O:
WAState Energy Code:
017
20172017
Public Works Activities:
Chan ne|izadmn/Shping:
CurbCut/Access/Sidewm|k:
Fire Loop Hydrant:
Flood Control Zone:
Hau|inA/OversbeLoad:
Land Altering:
Landscape Irrigation:
Sanitary Side Sewer:
Sewer Main Extension:
Storm Drainage:
Street Use:
Water Main Extension:
Water Meter:
Volumes: Cut: O Fill: O
Number: O
No
Permit Center Authorized Signatur6
-� '��,
Date:�- �- ~' r
I hearby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of law and ordinances governing this work will be complied with, whether specified herein or not.
The granting of this permit does not presume to give authority to violate or cancel the provisions of any other
state orlocal laws regulating construction orthe performance ofwork. |amauthorized tnsign and obtain this
development permit and agree tuthe conditions attached tothis permit.
07Ya3/ch
This permit shall become null and void if the work is not commenced within 180 days for the date of issuance, or if
the work is suspended or abandoned for a period of 180 days from the last inspection.
PERMIT CONDITIONS:
l: 'BUILDING PERMIT OJND[OONS*~*
2: Work shall beinstalled inaccordance withtheappnmedconstructiondocuments,andanyrhangesmade
during construction that are not in accordance with the approved construction documents shall be
resubmitted for approval.
]: All permits, inspection record card and approved construction documents shall be kept at the site of work
and shall be open to inspection by the Building Inspector until final inspection approval is granted.
4: All construction shall be done in conformance with the Washington State Building Code and the
Washington State Energy Code.
S: Remove all demolition rubble and loose miscellaneous material from lot or parcel of ground, properly cap
the sanitary sewer connections, and properly fill or otherwise protect all basements, cellars, septic tanks,
wells, and other excavations. Final inspection approval will be determined by the building inspector based
nnsatisfactory completion nfthis requirement.
6: All electrical work shall be inspected and approved under a separate permit issued by the City of Tukwila
Permit Center.
7: VALIDITY OFPERMIT: The issuance or granting of a permit shall not be construed to be a permit for, or an
approval of, any violation of any of the provisions of the building code or of any other ordinances of the City
of Tukwila. Permits presuming to give authority to violate or cancel the provisions of the code or other
ordinances ofthe City ofTukwila shall not bevalid, The issuance ofapermit based onconstruction
documents and other data shall not prevent the Building Official from requiring the correction of errors in
the construction documents and other data.
C)
PERMIT INSPECTIONS REQUIRED
Permit Inspection Line: (2O6}43O-935U
1700 8U|L0NGF|NAL**
CITY OF TUKWILA
Community Development Department
Public Works Department
Permit Center
6300 Southcenter Blvd., Suite 100
Tukwila, WA 98188
http://www.TukwilaWA.gov
Building Permit No.
Project No,
Date Application Accepted.. CO- I kof
Date Application Expires: 12.-
(For office use only)
CONSTRUCTION PERMIT APPLICATION
Applications and plans must be complete in order to be accepted for plan review.
Applications will not be accepted through the mail or by fax.
**Please Print**
SITE LOCATION
Site Address: 16500 SOUTHCENTER PKWY
Tenant Name: AT&T Mobility
PROPERTY OWNER
Name: CHA Southcenter LLC
Address: 16500 SOUTHCENTER PKWY
City: Tukwila State: WA Zip: 98188
CONTACT PERSON — person receiving all project
communication
Name: Anthony E. Mistretta
Address: 1351 E. Irving Park Road
City: Itasca State: IL Zip: 60143
Phone: (630) 824-8692 Fax: (630) 250-1353
Email: anthony.mistretta@mastec.com
GENERAL CONTRACTOR INFORMATION
Company Name: MasTec Network Solutions
Address: 22263 68th Ave S
City: Kent State: WA Zip: 98032
Phone:
(630) 824-8692 Fax: (630) 250-1353
Contr Reg No.: MASTENS876KN Exp Date: 05/14/2021
Tukwila Business License No.:
King Co Assessor's Tax No.: 6437300020
Suite Number: Floor:
New Tenant: El Yes I ..No
ARCHITECT OF RECORD
Company Name:
Architect Name:
Address:
City:
State:
Zip:
Phone:
Fax:
Email:
ENGINEER OF RECORD
Company Name: GPD Group Professional Corp.
Engineer Name:
Address: 520 South Main Street, Suite 2531
City: Akron State: OH Zip: 44311
Phone: (330) 572-2100 Fax: (330) 572-2102
Email:
LENDER/BOND ISSUED (required for projects $5,000 or
greater per RCW 19.27.095)
Name:
Address:
City: State: Zip:
HAApplicationsWorms-Applications On Line \2011 ApplicationsTermit Application Revised 8.9.11.docx
Revised: August 2011
bh
Page I of 4
A
BUILDING PERMIT INFORMATI6r— 206-431-3670
Valuation of Project (contractor's bid price): $ 15,000
Existing Building Valuation: $
Describe the scope of work (please provide detailed information):
AT&T upgrades and maintenance. SOW is 6409a compliant. Removing (3) Antennas to be replaced with (3) New Antennas, Install
(9) RRUs, and (1) Surge Protection Device on an existing rooftop facility.
Will there be new rack storage? EJ Yes .. No If yes, a separate permit and plan submittal will be required.
Provide All Building Areas in Square Footage Below
Existing
Interior Remodel
Addition to
Existing
Structure
New
Type of
Construction per
IBC
Type of
Occupancy per
IBC
ls' Floor
See drawings
2"d Floor
3rd Floor
Floors thru
Basement •
Accessory Structure*
Attached Garage
Detached Garage
.Attached Carport
Detached Carport
Covered Deck
Uncovered Deck
PLANNING DIVISION:
Single family building footprint (allea of the foundation of all structures, plus any decks over 18 inches and overhangs greater than 18 inches)
*For an Accessory dwelling, provide the following:
Lot Area (sq ft): Floor area of principal dwelling: Floor area of accessory dwelling:
*Provide documentation that shows that the principal owner lives in one of the dwellings as his or her primary residence.
Number of Parking Stalls Provided: Standard:
Compact: Handicap:
Will there be a change in use? 0 Yes 0 No If "yes", explain:
FIRE PROTECTION/HAZARDOUS MATERIALS:
Sprinklers 0 Automatic Fire Alarm ...... None 0 .......0ther (specify)
Will there be storage or use of flammable, combustible or hazardous materials in the building? 0 Yes 0 No
If ''yes', attach list of materials and storage locations on a separate 8-1/2" x 11" paper including quantities and Material Safety Data Sheets.
SEPTIC SYSTEM
0 On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health
Department.
HAApplicationsWorms-Appl icat ions On Line2W 1 A.pplicationsTennit Application Revised • 8-9,1 I elocs
Revised: August 2011
bh
Page 2 of 4
•
PUBLIC WORKS PERMIT INF TION — 206-4
Scope of Work (please provide detailed information):
AT&T upgrades and maintenance. SOW is 6409a compliant. Removing (3) Antennas to be replaced with (3) New Antennas, Install
(9) RRUs, and (1) Surge Protection Device on an existing rooftop facility.
Call before you Dig: 811
Please refer to Public Works Bulletin #1 for fees and estimate sheet.
Water District
❑ ...Tukwila ❑...Water District #I25
❑ ...Water Availability Provided
Sewer District
❑ ...Tukwila
❑ ...Sewer Use Certificate
❑ .. Highline
❑...Valley View ❑ .. Renton
❑...Sewer Availability Provided
❑ .. Renton
❑ .. Seattle
Septic System:
❑ On -site Septic System — For on -site septic system, provide 2 copies of a current septic design approved by King County Health Department.
Submitted with Application (mark boxes which apply):
m ...Civil Plans (Maximum Paper Size — 22" x 34")
❑ ...Technical Information Report (Storm Drainage) 0 .. Geotechnical Report ❑ ...Traffic Impact Analysis
❑ ...Bond ❑ .. Insurance 0 .. Easement(s) 0 .. Maintenance Agreement(s) ❑...Hold Harmless — (SAO)
0... Hold Harmless — (ROW)
Proposed Activities (mark boxes that apply):
❑ ...Right-of-way Use - Nonprofit for less than 72 hours
0 ...Right-of-way Use - No Disturbance
0 ...Construction/Excavation/Fill - Right-of-way ❑
Non Right-of-way 0
0 ...Total Cut
0 ...Total Fill
cubic yards
cubic yards
❑ ...Sanitary Side Sewer
0 ...Cap or Remove Utilities
0 ...Frontage Improvements
❑ ...Traffic Control
❑ ...Backflow Prevention Fire Protection
Irrigation
Domestic Water
❑ .. Right-of-way Use - Profit for less than 72 hours
❑ .. Right-of-way Use — Potential Disturbance
❑ .. Work in Flood Zone
❑ .. Storm Drainage
❑ .. Abandon Septic Tank
❑ .. Curb Cut
0 .. Pavement Cut
❑ .. Looped Fire Line
❑ ...Permanent Water Meter Size... WO #
0 ...Temporary Water Meter Size .. WO #
❑ ...Water Only Meter Size WO #
❑ ...Sewer Main Extension Public 0 Private ❑
0 ...Water Main Extension Public 0 Private 0
❑ .. Grease Interceptor
❑ .. Channelization
❑ .. Trench Excavation
❑ .. Utility Undergrounding
0 ...Deduct Water Meter Size
FINANCE INFORMATION
Fire Line Size at Property Line Number of Public Fire Hydrant(s)
❑ ... Water 0 ...Sewer 0 ...Sewage Treatment
Monthly Service Billing to:
Name: Day Telephone:
Mailing Address:
Water Meter Refund/Billing:
Name:
Mailing Address:
City
State Zip
Day Telephone:
City
State Zip
H:1Applications\Forms-Application
Revised: August 2011
bh
plic
Lion Revised - 8-9.11.doca
Page 3 of 4
PERMIT APPLICATION NOTES —
Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject
to possible revision by the Permit Center to comply with current fee schedules.
Expiration of Plan Review — Applications for which no permit is issued within 180 days following the date of application shall expire by limitation.
The Building Official may grant one or more extensions of time for additional periods not exceeding 90 days each. The extension shall be
requested in writing and justifiable cause demonstrated. Section 105.3.2 International Building Code (current edition).
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER
PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT.
BUILDING OWNER OR AUTHORIZED AGENT:
Signature: Atealtottey E, Ma/left
Date: 06/10/2019
Print Name: Anthony E. Mistretta Day Telephone: (630) 824-8692
Mailing Address: 1351 E. Irving Park Road Itasca IL 60143
City State Zip
H:1Applications\Forms-Applications On Line\201 l Apptications\permit Application Revised - 8-9-11.docx
Revised: August 2011
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Page 4 of 4
Cash Register Receipt
City of Tukwila
DESCRIPTIONS
ACCOUNT
QUANTITY
PAID
PermitTRAK $712.07
D19-0188 Address: 16 00 SOUTHCENTER PKWY Apn: 6437300020 $712,07
Credit Card Fee $20.74
Credit Card Fee
R000.369.908.00.00
0.00
$20.74
DEVELOPMENT $671.73
PERMIT FEE
R000.322.100.00.00
0.00
$391.96
PLAN CHECK FEE
R000.345.830.00.00
0.00
$254.77
WASHINGTON STATE SURCHARGE
B640.237.114
0.00
$25.00
TECHNOLOGY FEE $19.60
TECHNOLOGY FEE
TOTAL FEES PAID BY RECEIPT: R17866
R000.322.900.04.00
0.00
$19.60
$712.07
Date Paid: Tuesday, June 11, 2019
Paid By: SYLVIA BUTLER
Pay Method: CREDIT CARD 051454
Printed: Tuesday, June 11, 2019 2:38 PM 1 of 1
Y EMS
CO TUKWIL4 ETK4xIT
0200 5OUTH[ENTE8 8LVD
TUKWILx^ WA 98188
206'433'1870
CITY OF TUKWIL4
0017340008802374464500
Dote: 00/11/20I9 02:38:23 PM
CREDIT CARD SALE
06A
[4Rn NUMBER: ********+*8512 K
T»AN AMOUNT: $712.07
APPROVAL CD; 051454
RECORD #: 080
CLERK ID: ka"clvce
x
{CARDHOLDER'S SIGNATURE)
I AGREE TO PAY THE ABOVE TOTAL AMOUNT
ACCORDING TO THE CARD ISSUER AGREEMENT
(MERCHANT AGREEMENT IF CREDIT VOUCHER)
Thank you!
merchant Copy
INSPECTION RECORD
Retain a copy with permit
INSPECTION NO. PERMIT NO.
CITY OF TUKWILA BUILDING DIVISION
-018r
6300 Southcenter Blvd., #100, Tukwila. WA 98188
Permit Inspection Request Line (206) 438-9350
(206) 431-3670
Project: +
Type ot` I p coon:
Address:
iee
Date Called:
.Special Instructs
s:
_Date
,,Requester:
Wanted:
a.rra_
p.m.
�/
one No:
_ _ . ... .
Approved per applicable codes. [ Corrections required prior to approval_
COMMENTS:
Inspecto
Date:
REINSPECTION FEE REQUIRED. Prior to next inspection. fee must be
paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection.
Know what's be
Ca 1 before y
REVIEWED FOR
CODE COMPLIANCE
APPROVED
163 JUL 18201 )
W City of Tukwila
tJILDING DIVISION
BUILD
NG CODE COMPLIANCE
All WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN ACCORDANCE WITH THE
CLRRENT CONTI (IONS OF THE FOLLOWING CODES AS ADOPTED BY THE LOCAL GOVERNING
AUTHORITIES NO0H1NG IN THESE PLANS IS'0 9E 0C5S0JEC TO PERMIT WORK N01
CONFORMING TO THESE CODES,
WASHINGTON STATE MD LOCAL BUILDING CODES
2015 INTERNATIONAL BUDDING CODE
2015 SEATTLE BUILDING CODE
2014 NATIONAL ELECTRIC COPE
T14-222-G 0R LATEST EDITION
PROJECT
FORMAT
ON
PROJECTION DESCRIPTION:
AT&T PROPOSES TO MWIP AN EXIS35G TELECOMMUNLANONS FACILITY ON AN ExISP4C
BUILDING ROOi......CP SY REMOVING (31 EXISTING ANTENNAS & REPLACEMENT WITH (3) NEW LTE
ANTENNAS, INSTALLATION OF (5) NEW REMOTE RA910 HUD (NITS, (I) ADP110HNL SURGE
PROTECTION DS4CE AT LOCATION ON EXISTING ROOFTOP LEVEL INSIALUTION S R L ALSO
INCLUDE THE ADDITION OF A NEW NODE-B LC CARD AND RACK MOUNTED R4YCAP DC12
EQUIPMENT WITHIN TIRE EXISTING AT&T EQUIPMENT IN EXISTING BUILDING INTERIOR MECHANICAL
RGCM.
APPLICANT: RF DATA SHEET:
AT&T MOBILITY RE1451CN 2B 6C DATED 10/30/2017
RTC BUILDING 3
16221 NE 721550 WAY
REDMOND, WA 96052
CODE INFORMATION,
ZONING CLASSIFICATION: 16U-P
IVRISDICTO4". CITY OF TUKWILA
BLILDING CODE: 2016 INTERNATIONAL BUILDING OE
SITE LOCATION IB4SE0 ON NA0 R31.
LATITUDE: 4T 27' 16.1' N (47454412)
LONGITUDE: 122' 18' 38,9' W (-122.310806)
TO' OF S1RUCIGRE AG., :KIP'
BASE OF STRUCTURE ASML. BXx
PARCEL HOMBERES)',
6437300020
GENERAL INFORMATION:
1. TRAFFIC IS UNAFFECTED.
PACE JOB:
MRWOR229386
MRWOR029364
R3N NUMBER;
380149E12
3891A0V
PROPERI" CwNE5:
CHA SOUTHCENTER, .LC
16500 SOUTHCENTER PKWY.
TUKWIL4, WA 99199
CONTACT: CRA SOUTHCENTER, LLC
PH: (206) 575-8220
SITE ACOUISIIION:
MASTED
DAN KELLY
22263 68th AVE 5, RENT, WA 99032
EMAIL Dan el KW5®nosttt.von
OFFICE: (425)214-9749
CONSIPUCTON MANAGER:
M STEC
CAN KELLY
22263 691h AVE 5, KENT, WA 9BG32
CONTACT: TED
PERMITTING:
1B0
AT&T PROJECT MANAGER
TBD
FILE COPY
PON No, D\ci•o6
Pun review approval Is subject to errors Ono
omasions. Approval of construct n Documents does
authonze the violation of any aaooted cone or
prdinanpe Receipt of approved Fiala Copy and
ca lions Is acmnomeagea;
BY,t
Dare. Ol�n, iI`I
City of Tukwila
UILDINC DIVISION
ENGINEER: GPD GROUP PROFESSIONAL CORPORATION
52G SOUTH MAN STREET, SUITE 2531
AKRON, 0H10 44311
CONTACT: JAMES GRANT PE. (SEAIRE OFFCE)
PHONE: (209) 204-7398
TUKWILA
WA6094110013217
PACE: MRWOR0293861MRWOR029364
PTN: 3801AODBTZ/3801AODBHS
LTE 5C & 6C at&t
16500 SOUTHCENTER PKWY � mobility
WILA, WA 98188
PROPRIETARY INFORMATION
SEPARATE
REQUIREd POW
,Qf Mechanical
,Pf BD:trial
Zi Plumbing
f 2 Gas Piping
City of Tukwila
BUILDING DIVISION
LOCAL MAP
N0 SCALE
DRIVING DIRECTIONS
FROM SEATTLE-TACOMA INTERNATIONAL AIRPORT'
HEAD SOUTHEAST ON WRPOR1 EXPRESSWAY TOWARD DEPARTURES DRIVE (56 FT). USE THE LET LTE TO KEEP
LEFT (9.1 MI). SLIGHT LEFT ONTO AIRP0R1 EXPRESSWAY (0.9 Mq. KEEP RIGHT AT THE FORK, FOLLOW AGNS FOR
WA-518 E/1NICRSTAA 5/INTERSTATE 405 AND MERGE ONTO WA-518 E (1.3 MI). TAKE THE BLS; AVENUE S EXIT
(0.2 MI). USE THE RIGHT LANE TO MERGE ONTO KUCKITAT DRVE (0.6 MI). SLIGHT RICHT ONTO SOUTHCENTER PVWC,
(0.2 MI). TURN LEFT INTO SOUTHCENTER PLAZA. DONATION ILL BE Al END OF STREET ON RICHT.
LEGAL DESCRIPTION
ENTRE SEC LESS 51S LESS GOV CANAL & LESS POR PLATED IOW P0R VAC 51 ADJ & A34N00NED R/W OVER
SECTION & 1CW AA BLK E I4 'L K WASHINCION SHORE LANDS 0.09. & ?OR GL 2 (IN SEC 15-25-4) 1Y S OF 415T
SI & W OF W MON OF SE49ER DR TOW AL BL( 18 A & PO? VAC ST ADJ & ALL BLK IB LK BNFCN SH ADS ADD
TOW 151H AVE NE PER SEATTLE v4C ORD r120249 REC I3DW08250005i1 LESS P0R PER DEED REC I96111E0561
THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION
DOCUMENTS IS PROPPETARY 3Y NATURE ANY USE OR DISCLOSURE
OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS
tiRi 1IY PROHIBlEO. - - " ' -
REVISIONS
No ri r ;L s snag he olLade to toe scope
Of worn hill10) p1=0! approval of the
Tukwila Building Division.
NOTE.: 4eVlsions wd1 require a new plan
subml tic: may include additional plan review,
DRAWING INDEX
SHEET N0:
SHEET TITLE
T-1
WILE SHEET
GN-1
LEGENDS & ABBREVIATIONS
GN-2
GENERAL NOTES
0-1
OVERALL SRE PLAN
C-2
DETAILED B2U1 & EQUIPMENT ROOM PLANS
C-3
BUILDING US EIz0VATIONS
RF-I
ANTENNA CONF'GURATION
RF-2
A4IENNA, RRH UNITS & STYE DETAILS
E-I
GROUNDING DETAILS
E-2
ELECTRICAL NOTES
RECEIt; ED
CiTY OF TUKWILA
Yil 1 1 LJEJ
PERMIT
CENTER
APPROVAL
DATE
SIGNATURE
APPROVAL
DATE
SIGNATURE
RF ENGINEER
LANDLORD:
RF MANAGER:
;
SITE ACQU.SI ON:
PPS MANAGER:
ZONING AGENT,
1
CONSTR, MANAGR,
PROJECT MANAGER.
NH WAGER: 1
CONSTR, MANAGER:
I
TRANSPORT:
EQUIP, ENGINEER:
COMPLIANCE:
REMOVERS SLAM CLEARLY PLACE IN11NL5 ADJACENT TO EACH REDLINE NOTE AS DRAWINGS ARE BEING REVIEWED
11°x17° PLOT WILL BE HALF SCALE UNLESS OTHERWISE NOTED
GEt•ERALNOTES
THE FACILRY IS UNMANNED AND NOT FOR HUMAN HABITATION, A TECHNC4N WILL VISIT THE
SITE AS REQUIRED FOR ROLDLSE 5AINTE4ANCE. THE PROJECT WILL NOT RESULT 1N ANY
SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE; NO SANITARY SEWER SERMCE, POTABLE
WATER, OR TRASH DISPOS4. IS REQUIRED AND NO COMMERCLA SIGN4GE IS PROPOSED.
CONTNACTOR SHALL VERITY ALL PLANS & EXISTING DIMENSIONS & CONDITIONS D4
1 3 JOB SITE & SHALL 11.I10IATELY NOTIFY TEE ENGINEER IN WRBI GG CF ANY DISCREPANCIES
BEFORE PROCEEDING Wlfn' THE WORK OR BE KOONSI SAME A
at&t
mobility
a sTe c
Melnik Solutions
GPD GROUP
PKOFESSIONAI CORPORATION
52P SO Nam SVCM, SJ4e 1531
&Vow CO 0311
330.472,2100 Fax: 130512.1101
PROJECT 40: 2018723.04.74846.01
DRAWN BY:
CAT
CHECKED BY:
JG
1.--
ECM
OS/I0/19
REV 01
ISSUED FOR CONSINICPON
ISSUED FOR 44515
6SUSD FOR no
ESCRIPFON
It IS A NMNPON OF LAW FOR ANY PERSON,
UNLESS lHOI PRE 4u' INO LRIDER THE DIRECTION
Of A LICENSED PROFESSIONAL ENGINEER,
13 ALTER PHIS DOCUME4'.
TUKWILA
46094
16500 SOUTHCENTER PKWY.
TUKWILA, WA 98188
LTE ROOFTOP
SHEET TITLE
TITLE SHEET
SHEET NUMBER
T-1
EXOTHERMIC CONNECTION
urru�mru 201NE2nnu
!ENA O. CONNECTI„„
CHEMICAL ELECTROLYTIC GROUNDING SYSTEM
TEST CHEMICAL ELECTRDLY1C GROUNDING SYSTEM
EXOTHERMIC WITH INSPECTION SLEEVE
GROUNDING BAR
GROUND ROD IIIH
TEST GROUND ROD WITH INSPECTION SLEEVE I-I1
SINGLE POLE SWITCH
DUPLEX RECEPTACLE
DUPLEX GFCI RECEPTACLE
FLUORESCENT UGMTING FIXTURE f
(2) TWO LUMPS 413-18 I
L
SMOKE DETECTION (DC)
EMERGENCY LIGHTING (DC)
SECUPoIY LCM W/Aq OCELU LMONA NSW
LED--25A4OO/S1K-SR4-110-PE-DDBTKD
CWMNIJNK FENCE — A— B—
WOOD/WROUGHT IRON FENCE 0
1
p
9
$1
i
I�
I
�j
1
F I
J
8P/C
❑
X— A—
AB ANCHOR BUT TNT INTERIOR
8ABU'E LEIS) POUNDISI
AC ALTERNATING CURRENT U LK* FEE
IDOL AODP1ONN Ms MASONRY
MT ABOVE FINISHED FLOOR NC MAXIMUM
ABOVE FINISHED GRADE AB MACHINE BOLT
IOC AMPERAGE INTERRUPTION CAPARTE RECO MECRANNAL
NUM AUAAINUM MFR MANUFACTURER
NT N1ERNATE M6B MASTER GROUND BAN
ANT ANTENNA MIN ANKH
MG APPROXIMATE MIST MISCEtJAAEOUS
ARCH ARCHITECTURAL MR METAL
A15 AUTOMATIC 1RANS8ER $ANKH Mrs MANUAL TRANSFER SWIICN
AWG NERI2AN WIRE GAUGE NO MICROWAVE
BA aA ER (N) NEW
BLDG BUILDNG NEC N 110590 ELECTRIC CANE
B,N BLOQ N0.(,) NUMBER
BANG BLOCKING NIS NOT 10 SCALEBM
BF1M OC ON CENTER
BIC BANE TINED COPPER CONDUCTOR OPXC OPENING
B0F BO1IOM OF FOOTING
GB CABINET(P) PROPOSED
PRECAST CONCRETEd.
CANT CA�IEVERED
CNG MICEC NA ELECMIC CODE NG PCU PRIMARY WNIAMOPCS PERSONAL IN IGN sER✓ICES
DI CE5NG Pt PPoMW RADIO CAINE
CIA CLFAR PP P0JAI21NG PRESEWdNG
COL COLUMN PSF POUNDS PER SORE RV
COON COMMON PSI POUNDS PER SQUARE INCH
CONC CONCRETE P1 PPES5.IPE TREATED
CONSTR CONSIRUWON PhR POWER CABBRO
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DC DIRECT CURBEM PAD RADIUS
DEPT DEPARTMENT RECT RECITER
DF DOUYAS RR REF REFERENCE
DA DAMEIER ROOF REINFORCEMENT
Dk DIAGONAL REO'D REQUIRED
OY DIMENSION RE ROM EIfCMIC Ili
DWG DRAWING RMC RAGAYEINllfCONDUIT
OWL DOWEL RRH R01011 RADIO HEAD
(5) EXISTING RRU REMOTE RADIO UNIT
FA EACH RWY RACEWAY
EC ELECTRICAL CONDUCTOR SCH SCHEDULE
El ELEVATION SAT SHEET
ELEC RLECMKA& SMD S AR1 INR ¢A 80 ONCE
EMI REC1RK.N MEINJJ6 TAGSIM SIIBLAR
ENG ENGINEER SPEC SPEDFlCA1ON
SO SORE
EQ EON STAINLESS
EXP EXPANSION1�c
Er EXTERIOR SR STANDARD
FAO FABAN,* ON
FF FINISH MDR STRUCT STRUCTURAL
FG FNISH GRADE TEMP TEMPORARY
FIF GOP' INTERFACE FRAME , THICKNESS.
FIN FlNISN(EDI 1MA TOWER MOUNTED N PIER
TNTOE NNl
TON ICA TOP OF ANTENNA
FOC FACE OF CONCRETE 10C 10P Of CURB
TON FACE Of MASONRY TOE TOP OF FOUNDATION
FOS FACE OF MOTOP TOP IMF PLATE (PARAPET)
FQW FACE OF WALL TOS TOP OF STEEL
FS FINISH wIPFAtE TOW TOP OF WN1
n FCC 1vu 1RANAENT v�TwE SUPPRESSION STEM
F1G FODSAG TIP TYPICAL
GA GAUGElC UNDERGROUND
GEN GENERATOR U UNDERWRITERS MRCP
�fl GROUND FAULT NODE IN ERROP EA GIBS N0 OTHERWISE
GIB GLUE UNINAIED BEAN LYdVER51l MOBILE TELECOMMUNICATIONS
GLV GALVANIZED STSIEN
GP5 GLOBAL POS1ONNG STEM vps U410591P100 PEERSM
CND GROUND (BC POWER PIANO
GSM GLOBAL STEM FOR MOBILE AF enE0 IN REID
HDR HEADER W M1DE
NGR RANGER W/ WIN
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PROJECT NO: 2018121.04.NB46.01
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WALL STRBGTURE Y/UI///////////////1//////////////1
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11/11/17
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REV
DATE
DESCRIPTION
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UNDERGROUND TELCO/POWER — U,T/P — UG1/P —1GT/P — UGT/P —
ABOVE GROUND POWER — AGP — AGP — AGP — AGP — AGP —
ABOVE GROUND TELCO — ACT — AG1 — AGE — ACT — AGE —
ABOVE GROUND TELCO/POWER — AGT/P — AG1/P — AGT/P — AGL/P —
WORNPOINT
W.P.
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JULII II 1 Af019
u
/� Tukwila
Cry of T41\WIIIQ
BUILDING DIVISION
SECION REFERENCE ®
DEEM REFERENCE ®
it A RPM II LA DP ANY PERSON,
OF A UClle 0 DICKER
is 0.ha n6 WCWE�L..
TUKWILI
WA6094
16500 SOUTHCENiER PKWY.
TUKW�L4, WA 96185
P
RECE VED
CITY OF TUKWILAA
1111] 9
PERMIT CENTER
SHEE11mE
LEGENDS
& ABBREVIATIONS
SHEET NUMBER
GN•1
LEGEND
1
ABBREVIATIONS
2
NOT USED
3
r,+NARA1 CONS?RLE?ON
1. FOR ENE PURPOSE OF CONSTRUCTION WINGS. THE FOLLOWING SERMONS SHALL Oa
GENERAL CONDUCTOR - 4M1EC
COMPACTOR (CG TU a 9)
OWNER - ATM
ENGNEE4 - GPD GROUP
2. ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND ART PROJECT SPECIFICATIONS.
3. CENERL CONTRACTOR SHALL VOII THE SITE AND SHALL FANIUARIEE HIMSELF WIN ALL CONDITIONS
AFFECTING THE PROPOSED WORK AND SNAIL WE PRUISIONS. GENERA CONTRACTOR SHALL BE
RESPONSIBLE FOR FAMILIARIZING HNSEF WTTH All CONTRACT DOCUMENTS, RELD CONDITIONS, DIMENSIONS,
AND CONFIRMING N AT THE WORK MAY BE AC1A4N1SNED AS SHOWN PRIOR TO PROCEEDING N1TN
CON5IRDCTION. ANY DISCREPANCIES SNAIL BE BROUGHT 10 ME A1IENn0N OF NE ENGINEER PRIOR TO
THE C0M4ENCEMUB U YORK.
4. ALL MARKS FURNISHED AND POLED S41L BE N STRICT ACCORDANCE al AL. APPLICABLE CODES,
REGULATIONS, MD 0101UNCES. GEM CONRCTOR Sw11 ISSUE NL APPROPRIATE NOTICES AND
COMPLY WIN All UNYS, 0RDIN410ES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY PUBIC
AUTHORITY REGARDING THE PERFORMANCE OF WORK.
5. All WORK CARED OUT SNU. COMPLY WITH ALL APPUUBLE MUNICIPAL MD UTIUIY COMPANY
SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES, AND APPUCABLE REGULATIONS.
6, UNLESS NOTED OTHERWISE, THE WORN SHALL INCLUDE FURNSHING MATERIALS, EQUIPMENT, APPURTENANCES,
AND LABOR NECESSAR! 10 COMPLETE ALL INSTALLATIONS AS NDOA1EO ON THE D7,A41NGS.
7. PINS ARE N0110 BE SGV5D. NESE ALMS ARE INTENDED TO BE A DLAGPAR4NC OJNNF ONLY
UNLESS OINEAW5E NOTED. DIMENSIONS SW ARE To FINISH SURFACES UNESS 0THERNSE NOTED.
SPACING CEl'WEEN E011PMEM IS THE NNIW4 REQUIRED CLEARANCE THEREFORE, R S MICA 10 RED
VERIFY DI1E490NS, SHOULD THERE BE ANY QUESTIONS REGA4.NG NE CONTRACT DOCUMENTS, NE
CONTRACTOR SN4L BE RESPONSIBLE FOR OBTAINING A CUJIFICANO TROY THE ENGINEER PRIOR TO
PROCEEDING RTH NNE WAR. DEALS ME INTENDED TO SHOW DESGN POEM. MO07CAN(NS MAY BE
REQUIRED TO SCAR JOB DI6FNSI0NS OR CONOTONS AND SUCH MOOMCANONS SHALL BE INCLUDED AS
PART OF PORN AND PREPARED Fr THE ENGINEER PRAR TO PROCEEDING W@I WORST,
B. THE CONRACTOR LOLL INSTALL AL EQUIPMENT AND MAIERULS IN ACCORDANCE NTH 4ANUFKIURERS
RECOMMENDATIONS UNLESS SPECIFICALLY S1A1E0 OTHERWISE.
9. IF I E SPEGFED EQUIPMENT CANNOT BE I7,S14LO AS SHORN ON THESE O4WNGS, I11E C0*TR4CTOR
SHALL PROPOSE AN LIERNATNE INSU LATIN SPACE FOR APPROVAL Bf THE EBGIfER PRIOR TO
NROCEEDNG
10. GENERAL CONTRACTOR SHALL BE RESPOFSBLE FOR ENE SMUT OF WQM IRE A A60ACENU AREAS AND
BUILDING OCCUPANTS NAT ARE UNELY TO BE AFFECTED BY TIE WORK UNDER PHIS CONTRACT. WORK
SHALL CONFIRM 10 All OSHA REDAREMENIS AND THE LOCAL JURB0CRON.
II. GENERA CONTRACTOR SHALL COOROMIE WORK AND SCHEDULE WORK ACIMIIES WITH (PIER OISCIPUNES
12. ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT COMBO WORKMAN I4
ACCORDANCE MTH ARPUCABLE CODES MO THE BEST ACCEPTED PRANCE. ALL MEMBERS SHALL BE LAD
PLUMB MD TALE M INDICATED ON THE DRAWINGS.
13, SEAL PENMAN THROUGH RE RATED AREAS NTH UL USIED MA1ER415 APPROVED 5' LOCAL
JURISDICTION. CONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DSPOSE OF AL DEBRIS,
14. WORK PREti4OUSIY COMPLETED IS REPRESENTED BY UGNT SHADED UM AND NJ1E5. NE SCOPE OF WORK
FOR TANS PROJECT IS REPRESENTED B< LARK SHADED LINES AND NOTES. CCN1RK10R TN41 NOTFY THE
GENERA/ CONTRACTOR OF MY MAX CDNDR1NS THAT ORATE FROM If DRAWNGS PRIOR 10
BEGNNING CONSTRUCTION.
16. COQR4C10R SHAll PROVIDE WR154 NOTICE 1O THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO
COMMENCEMENT OF WORK,
16, THE CONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVENENIS, CURBS LANDSCAPING AND
STRUCTURES. ANY WAKED PART SHALL BE OARED Al CONTRACTOR'S EXPENSE TO THE SAn5FC1NN OF
ENE DAHER.
17, THE CONN4CT0R SILL CDI40C1 our( LOCANFO SERVICES PRIOR TO ENE START OF CONSiRUMON.
18. GENERAL CONTRACTOR SHILL C00RONAIE AND UNMAN ACCESS FOR ALL TRADES AND CONTRALTOS TO
THE SITE AND/OR BIKDING.
19. NE GENERA CONTRACTOR S4LL BE RESPON981f FOR SECURITY OF THE SITE FOR THE DURATION OF
CONSTRUCTION UNTIL JOB COMPLETION.
20. THE GENERA CONTRACTOR SHALL LNNNAN IN G000 CONDITION ONE COMPLETE SET OF PLANS AN All
REASONS, ADDENDA MO CHANGE ORDERS ON ENE PREMISES AT All LAMES.
21. THE GENERA CONTRACTOR LOLL PROVIDE PORTABLE FRE EX@JGUSHERS 8T11 A PARK OF NOT LESS
NM 2-A Di 74:I0-B:C AND SNAIL BE RINN 25 FEET OF NAVEL 01AMCE 10 All PORTIONS OF
WHERE THE WORK IS BEING COMPLETED WRING CONSTRUCTION.
22. All. EXITING NONE SEWER, WATER, GAS, ELECTRIC, AND G1IER A RES SRI. BE PROTECTED AT All
LAMES, AND WHERE REWIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE ROWED M
DIRECTED EN 111E ENGINEER. EXTREME CANTON SHOULD BE USED BY THE CONTRACTOR WHEN DUVAIJC
OR WAG PERS AROUND 0R NEAR MIRES CONTRACTOR SHALL PROVIDE SAFETY 1R4RNG FOR ENE
WORKING CREW. THIS 5441 INCLUDE BUT N01 BE UMRED 10 A) FAIL PROEMON, B) CONFINED SPACE,
C) ELECTRICAL SAFETY, AND D) TRENCHING 4 EXCAVATOR.
23 ALL EXISTING INACTAf SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES, WHICH N))ERFERE NTH NE
DEMON OF ENE WORN, SHALL BE REMOVED, UPPED, PLUGGED OR 0111E91E8SE D3COH4ECIED Al PONES
WHICH WILL N01 INTERFERE WITH NNE DECMON OF THE WORK, M DIRECTED BY THE RESPONSIBLE
BONER, AND SUBJECT 10141E APPROVAL Of ENE OMER AND/OR LOCAL WINES.
M, THE AREAS OF NNE OWNER'S PROPERTY DISTURBED BY THE 'MORN AND NOT COWED Bf ME TOWER,
EQUIPMENT DR ORNEWAY, SRC BE GRNEO TO A UNIFORM SLOPE, MD 51ABIU2E0 TO PREVENT EROSION.
25. COERRCION Sgt. 4M411f OSTURBANCE TO 17f UIISTING LIC WRING CONSTRUCTION, EROSION
CONTROL MEASURES, IF RE0URE0 DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WIN THE FEDERAL
AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL
26. ND FL OR EMBANKMENT MATERIAL SHALL 9E PLACED ON FROZEN GROUNDING. FROZEN MATERIALS, SNOW
OR ICE SKI L N01 BE PLACED IN ANY FM. OR EMBANKMENT.
27. NE SUBGPADE SHALL BE BROUGHT TO A SMOOTH UNIFORM GRADE AND C0WC1E0 TO 95 PERCENT
SMDARD PROCTOR DEN517 UNDER PAVEMENT MO STRUCTURES AND BO PERCENT STANDARD PROCTOR
DENSITY IN OPEN SPACE, ALL 1RE11U4E5 IN PUBLIC RIGHT OF WAY SHALL BE B4K7LLED WIN NOM'ABLE
RI 0R one MARK PRE -APPROVED BY Elf LOCAL JURI50Cn0N.
2B. ALL NECESSA9Y RUBBSN, STUMPS, DEBRIS, STICKS STONES, MO OTHER REFUSE Skill BE REMOVE) FROM
DE STE AND DISPOSED OF IN A UW1Ul MANNER.
29. ALL BROCHURES, OPERATING AND UANIENA4CE MANUALS, CATALOGS, SHOP CAUNNCS, AND OTHER
DOCUMENTS SHALL BE TURNED OVER 10 THE GENERA CONTRACTOR AT COMPLETION OF CONSTRUCTION AND
PRIOR TO PAYMENT.
30. CONTRACTOR 5HA1 SUBNT A C04PLE1E SET OF M-BUILT REDINES 10 THE GENERAL CONTRACTOR UPON
COMPETION OF PRCUEC1 AND PRIOR TO FINAL PAYMENT.
31. COMPACTOR SIl4l DE PREMISES IN A WAN CON0N0N.
11, THE PP Pfl3D KILT( NI11 BE NktkN FT AND MEP NOT REQUIRE RmAmE WATER CR SEWER aua15
AND IS NOT F04 HUMAN ROTC (N0 RANDOM ACCESS REQUIRED).
BS. OCCUPANCY 4 u4RE0 10 PER,ON 44N1ENANCE AND INSPECTION, APPROXIMATELY 2 TIMES PER MOP,
BY A1$1 TECHNICIANS.
34. ,NO OUTDOOR STODGE 0R SOUR WASTE CRAMS ARE PROPOSED.
35. ALL MATERIAL SHALL BE FURNISHED AND WORN SHALL BE PERFORMED IN ACCORDANCE WIN NE LATEST
REVISION ATM AOBYNY GRPINDNG STANDARD 1ECHNCAL SPEC4CA1XN FOR CONSTRUCTION OF
GS4/3RS WIRELESS SRES' 4E7 1ECHNIC0 SPE0FIU15N FOR PACNY CaNDING'. N CASE DE A
COEUC1 BETWEEN NE WNSIRUCTION SPELIFlG7ON AND THE OWINGS, THE DRAWINGS NI GOON,
36, CONTRACTORS SHALL BE RESPONSIBLE FOR DAMNING ILL PERMITS ARIA INSPECTIONS REQUIRED FOR
CDNS1RUC110N. IF CONTRACTOR CANNOT OB1NN A PERIR, NV MUST NOTIFY THE GENERA CONTRACTOR
N*EDAIELY.
81. CONTRACTOR SHILL REMOVE NL TRASH AND DEBRIS FROM NE LIE ON A ONLY BIAS.
38. INFORx4NON SHOWN ON THESE DRAWINGS WAS (SINNED ROM SITE VISITS AND/OR DRM4NGS PROVIDED
BY THE SHE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER OF MY DGCREPM'GES PRIOR TO
ORDERING MATER)1 OR PROCEEDING RN CONSTRUCTOR.
39. NO WHITE STROBE DNS ARE PERM7TEO. U01NNG IF REQUIRED, WILL NEE FM SWORDS AND
REQU145405 TS.
W. All COMP! CABLE INSULATIONS TO FOLLOW MANUFACTURER'S INSTRUCTIONS TIRO FEC04NER:MANS,
8261 MWNNNG
41. DESIGN AND CONSTRUCTION OF ANTENNA SUPPORTS SHILL CONFORM 10 CURRENT ANSI/DA-222 DR
WPUCABLE LOCAL CODES.
42, Al STEEL MA1ER415 SHALL BE CAVANIZED AFTER FABRICATION IN ACCORDANCE WITH MN A123 INC
(NOT -DIP CALMED) COAINGS ON NON AND STEEL PRODUCTS', UNELS5 NOTED OTHERWISE.
43, All BOLTS, ANCHORS M0 MSCEW4EOU5 HARDWARE SHALL BE G44MIZID N ACCORDANCE WIN MA
A153 1NC-COATING (HOT -DM) ON IRON AND 51FEL HAMOWIRE', UNLESS NOTED OTHERWISE.
M. NAKED GALVANIZED MINCES S4AL1 BE REPARED EN COLD GALVANIZING N ACOGRIMNCE WITH MN
A780.
45. Al MIENNA MOUNTS SIW1 BE INSTALLED WIN LOCK NUTS, DOUBLE WS AND 5411 BE TORQUED TO
1A4UFACNRER'S RECONODAPONS.
45. CONTRACTOR SRAL. INSTALL ANTENNA PER MA L74011RER'S RECOMMENDATION FOR INSTALLATION AND
G90UNDNG,
47. ALL UNUSED PORTS ON ANY ANTENNAS SHALL BE TERMINATED R1H A 50-TINY LOAD TO ENSURE
ANTENNAS PERFORM M DESIGNED,
S. PRIOR R0 SE111NG ANTENNA AZIMUTHS AND MIS, M7ENI4 CONTRACTOR SHALL CHECK NE ANTENNA
NOWT FOR TIGHTNESS MO ENSURE NM THEY ARE PLUMB. ANTENNA MMUTHS SAL BE SET FROM
TRITE NORTH AND BE ORIENTED WITHIN +/- 5X M DEFINED BY THE REDS. HENNA MOLTS SPA1 BE
W11NIN +/- OS% M DEFINED BY THE REDS. REFER 10 ND-00248.
49. JUMPERS FROM NE US OUST TERMINATE TO OPPOSITE POIMl0A1CN'S IN EACH SECTOR.
50. 301144C10R SUWL RECORD THE SE0ML (, SECTOR, AND POSITION OF EACH ACTUATOR INSiWED AT THE
ANTENNAS AND PROVIDE THE INFORMATION TO ATM.
51. TIN'S SRN. BE MOUNTED ON PIPE DIRECTLY BEHIND ANTENNAS M CLOSE TO ANTENNA M FEASIBLE IN A
ffOKC4 POSITION,
52. ANTENNAS SHALL HAVE A 4'-0' MN CENTER 10 CENTER HORIZONTAL SEPARAIIOR
JOFAUE 4EQUHFMEBIS
SS. AL RF CONNECTIONS SHALL BE TWINED RYA TORQUE WRENCH,
54. ALL RF CONNECTIONS, GROUNDING HARDWARE MD ANTENNA HARDWIRE 54141 WIVE A TORQUE 4A4N
INSTALLED IN A CON1NWUS S1RACNT UNE FROM BOTH SIDES OF THE CONNECTION.
A. RE CONNECTION BOTH 573ES U THE CONNECTOR.
B. (GOUNDING MD ANTENNA HARDWARE ON THE NUT SIDE STMONG FROM THE THREADS TO NE SOLID
SURFACE. EXAMPLE OF SOLO SURFACE: GROUND BAR, ANTENNA BRACKET METAL
55. NL 8M ANTENNA HARDWARE SHALL BE IGNIENED 10 9 III -Pi (12 NM),
56. ALL 124 NOENA HARDWARE SHALL BE TIGHTENED 10 48 LB -Pi (SET NM).
57. ALL GROUNDING HARDWARE SNAIL BE TIGHTENED UNTIL NE LOGO WASHER COLLAPSES AND THE GROUNDNG
HARDWARE IS N0 LONGER LOOSE.
58. ALL DIN TYPE CONNECTIONS SHALL BE TIGHTENED TO 18-22 LB -Fr (21A - 29.8 NM).
59. 4l N TYPE CONNECTIONS SHALL BE 161646D 10 15-20 LB -IN (1.7 - 2,3 NM),
AIM; 40 POWER CARE 47N[NG
60. NNE RE OPTIC TRUNK CABLES SAL BE INSTALLED M0 CONDUITS, CHANNEL CABLE RUMS, 0R CABLE
RAY, WHEN INSTALLING RBER OPTIC IRUNN CABLES INTO A CABLE TRAY SYSTEM, THEY SHALL BE
INSTILS INTO AN N1ER DACC AND A PAR1TON BARRIER SHA. BE REINED BETWEEN THE 600 VOLT
CARIES AND THE INTER ICI IN ORDER 10 SEGREGATE CABLE TYPES. OPTIC FIBER TRUNK CABLES SHALL
NAVE APPROVED CARE RES1RAN1S EVERY (60) SIKN FEET AND SECURELY FASTENED TO THE CABLE TRAY
SYSTEM, NEPA 10 (NEC) 49701E 170 RULES SHALL APPLY.
61. THE 1PE 1C-ER CABLES S RI BE INSTALLED INTO CONDUITS CHANNEL CABLE TRAYS, OR CABLE TRAY
NIO SHA1 BE SECURED A11N1ERVLS N01 DISEDING (6) SIX FEET. AN DCEPn*N; WHERE TYPE 1C-ER
CABLES AE NOT SUBJECT TO PITMEN DANCE, CABLES SHALL BE PERMREO ro MME A N4NS30N
BETWEEN CONDUITS, CHANNEL CARE TRAYS, OR CABLE TRAY WN4N ARE SBNWNG U1NIUn0N EO0P4ENT
OR DEXICES, A DISTANCE (6) SO FEET SHALL NOT BE EXCEEDED WITHOUT CONDNUDUS %PORING. NEPA
10 (NEC) A9RC15 336 AND 392 RULES STALL APPLY.
62. WHEN INSTLUNC OPDC FIBER TRIM CABLES 0R TYPE 1C-ER CABLES INTO CONDUITS, NEPA 70 (NEC)
M11CLE 300 RULES SHALL ARV.
C0.041 CMLE NO1E3
63. ttPES AND SIZES OF ME A4TDNA CABLE ARE BASED ON [STINIEO LENGTHS, PRIOR TO ORDERING
CABLE, CONTRACTOR SHALL VERIFY CAL' LENGTH BASED ON CONSTRUCTION LAYOUT AND NOTIFY NE
PR0JE614N*CFA IF ACNN4 LENGTHS DCEED Em4A1E0 LENGTHS.
62. CONTRACTOR SILL VERIFY THE DOWN-R.1 OF EACH AANEN4 WITH A 01Ui0. LEE,
53. CO 144010R SIM. CONFIRM CAM COLOR CODING NCR TO CONSTRUCTION, REFER TO 'ANTENNA MIEN
LABELING 51ANON0' ND-0027 LATEST V5R5ON.
64 ALL JUMPERS 10 NE ANENNM FROM NE MAN TRARSMSSION UNE SHLL BE I/2' CAL OF AND NC.
N01 EXCEED 6'-0',
65. All CDAL4 CABLE SHILL EE SECURED TO TIE DESIGNED SUPPORT STRUCTURE, N A4 ARMED
WNNER, Ai DISTANCES NOT i0 EXCEED 4'-0' OC.
66, CONTRACTOR S4WL FOLLOW ALL MANUF4CNRER'S REC044IO10An0NS REGARDNG BOTH THE INSTALLATION
AND GROUNDING DE LL C0A041 CABLES CONNECTORS, ANTENNAS, AND ANOTHER EQUIPMENT.
67. CONTRACTOR SHALL WEANERPR0C6 Al ANTENNA CONNECTORS WITH SELF ANNUMATING TAPE.
WEATHERPROOFING SHILL BE COMPLETED N STRICT ACCORDANCE WITH A1N1 STANDARDS.
MOIL CABLE AND EQUIPMENT NOTES
65. CONTRACTOR SHA1 BE RESPONSIBLE TO VERIFY AMQMA, MINT, 085XFAS, AND CUM CONFIGURATION,
MAKE AND MODELS PRIOR 10 INSTALLATION.
69. ALL CONNECTIONS FOR HA4GERS, 50PPOBTS, BRACING, ETC. SHALL BE NSTA1ID PER TOWER
6ANU401045'S REC04UEN0AN0NS.
70, CONTRACTOR SHALL REFERENCE DE 1D'A4R STRUCIURA A4ALYSS/DESIGN DPANNGS FOR DIRECTIONS ON
CABLE OSTRIBUTIOV/ROUTING.
71. All W1D00R RE CONNECTORS/CONNECTIONS SHAA BE WEAINERPROOFED, EXCEPT DE RE CONNECTORS,
USNG DNA TAPE APR INS1A1041ON AND FINAL CONNECTIONS ARE MADE. BPI TAPE SHALL HAVE A
MN14U4 OF ONE-HALF TARE WON OVERLAP ON EACH TURN MD EACH LAYER 541L 9E WRAPPED
THREE TIMES. WU1NERPRO0NN6 SHALL BE SMOOTH WIINOUE B0C40NG. BUNT MONO S NOT
ALLOWED,
72.1F REPINED 10 PANT M1ENNM AND/OR CAM:
A TEMPEANRE SHALL BE MOVE 50 F.
9.PANT CDIDR MUST BE APPROVED BY BUILDNG OWNER/LANDLORD,
C.FOR REGULATED TOWERS, FM/FCC APPROVED PALM IS REWIRED.
D. D0 NOT PANT OVER COLOR CODING OR ON EDOIP4EM 4WEL NUMBERS,
73. ALL CABLES SHALL BE GROUNDED RN COMA. CABLE GROUND KRIS. maw NE
UMJFACIURER'S RECOIJ44DANONS.
A GR0LW0NG AT THE ANTENNA Xi.
B. GRDNDNG A141D IN5I. TOWERS WHOM ME OM 200'-0', COMM CABLE GROUNDING
REQURED.
C. CR0UNJ44C AT BASE OF TOM PRIOR TO TURNING HORIZONTAL
D. GROUNDING OUTSIDE THE EQ'JIPMEN1 SKIER AT ENTRY FORT.
E. GROUNDING TILDE THE EOUIP*EN7 SHELTER AT ME ENTRY PORT.
74. ALL PROPOSED GROUND BAR DOWNLEIDS ME TO BE TERMINATED f0 THE E0ISING ADJACENT GRIND
BAR DOMMEADS A MINIMUM DISTANCE OF 4'-0' BELOW GROUND BM. RR414N0NS MAY BE DTHE91C
OR COMPRESSION.
75.14E COMPACTOR SHALL BE RESPONSIBLE FOR VERIFYNC NE A11EFW4 MD THE COAX CONFIGURATION IS
THE CORRECT MAKE AND MODELS, PROP TO INSINLAnON,
76. ALL CONNECTIONS F07 HANGERS, SUPPORTS, BRACING, ETC. SHALL BE INS1AllED PER TOWER
MAAUKIURERS SPECIFICATION W RECOMMENDATIONS.
77, AN1ENM CONTRACTOR SHALL FURNSH MO INSTALL A 12'-0' 1-B004 SECTOR ANTENNA MOUNT, IF
AP30CABI6, INCLUDI*5 LL HM0YA*E
S.4Ett ENFORCEYEAQ
KY IS U PA4WOUN1 CONCERN TO BON SITE WORKERS M0 NNE PUBLIC,
1. CONSRRUCTNN WON( PRESENTS UNDUE THREATS 10 HU1TH MD SWF1Y. NE CDNNACIOR IS
RESPONSIBLE TO OUT THEN WORN FORCE OF THESE DANGERS AND UNIT THEN EXPOSURE TO
WARDS. THIS MOUTON SRC. NCLUDE BUT NOT Ef UNITED TO APPUCABI6 TRAINING COURSES MD
CER13UTIONS, PROPER PERSONAL PROIECINE EQUIPMENT USAGE, DAILY TNIUIE MEETINGS MD ANY
OTHER PREVENTATIVE 4EASLNES WHICH MAYBE REASONABLY EMPECIED, TIE CONTRACTOR AND NI
SUB-CCNTRACIORS SH41 BE RESPONSIBLE FOR THE SAETY OF THE OD AREA ADJACENT AREAS AND
ANY PROPERTY OCCUPANTS WHO MAYBE AFFECTED ER ME WORN UNDER CONTRACT. THE C011*C10R
SN4. EWER NI LANMMNER, PRNE CONTRACTOR, CARRIER, OSHA MD LOCK SAFE1Y MEWS AND
AT ALL TIMES SHALL CONFORM TO THE MOST RESTRCINE OF THESE STMOARDS 10 ENSURE A SAFE
WI)RKPLACE.
2. All LAITY EQUIPMENT SHALL BE INSPECTED ACCORDING TO AIL OSVA AND IMSTRY SCHEDULED
INTERVALS AND All INSPECTIONS SWII BE DOCUAENIED PER ARPUCMI5 CODES AND STANDNIOS.
B. TOWER WORK PRESENTS GROW WHEATS TO HEALTH MD S4EIY. A21 TOWER WOMENS WOMNG ON
A DO CST BE A0E0.41ELY 1RMIE0 MD 40NP0RE010 MIRE NM SAGE WORK WOES ME
LEARNED MD FOLLOWED, M RENTED BY OSHA WHEN WORKING ON EXISTING COMMUNICATION TOWERS,
EMPLOYEES MUST BE PROVIDED AN WPROPRUIE FALL PROTECTION, TRAINED TO USE THIS EAU
PROTECTION PROPERLY, AND NNE USE OF FALL PROTECTION MUST BE CONSISTENTLY SUPEI4ISED AND
ENFORCED BY THE CONTRACTOR.
4. 6EC13C4 WORK PRESENTS SPECIFIC THREATS TO ME HEALTH AND SAFETY Of WORKERS ON SAE.
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NO SCALE
6
LUCENT, 408762045, KS24535L10
AT&T GPS ANTENNA
,,,.
SIGNAGE TO BE POSTED AT ROOF ACCESS
1:2 GPS SPLITTER ASSEMBLY
1J8" 0.0. PIPE
AIGTEL-LECENr B681 RPH4N45
O
p
, 6 A M7A1EX fi Nm RJI971A
Me IT APE KOX2 UNOEA W( DRUM
or A ENa8E2 PA mw DiSu u
ID NM NS a0CWO1E
i \
—
NOTICE
® NOTICE ®
1103 MOUE/ICYam
1 MpNOIddIE11dh3NdrfoClNEnNoA
DIMENSIONS, HAW: 25.8.411.8.47.2.
WEIGHT, WITHOUT
.ns,
TUKWIIA
WA6094
16500 SOUTHCENTER PKWY.
TUKWILA, WA 98188
LTE ROOFTOP
MOUNTING NIT: 25.8 kg (56,6 Ibs)
a
I II I II
RISS PIPE r0 PIPE CLAMP SE
(PART+10-155-001)
NOTES:
1. LOCATION or ANTENNA MUST NAVE CLEAR NEW
OF SOUTHERN SO AND CANNOT HAVE ANY
BLOCKAGE EXCEEDING 255 Of THE SURFACE
AREA OF A HEMISPHERE AROUND THE GPS
ANTENNA
2, ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO
RECE1 CLEAR SIGNALS FROM MINIMUM OF FOUR
(4) SATELLITES. VERIFY WITH HANDHELD CPS
BEFORE FINAL LDCAION OF CPS ANTENNA
�r-t
(((�'�
Rai
I*pint ity
Iasi FoAk
C,91.10■Irpr.
liolliluldwiwai
wad
gen
MOM
Ira.
(t1E)
rwwwrtl
IAIpaMnd4ArgwdhWoMMIAhhWa
1 �dK01M*
1 I�RaWolodonE.d
1 MgWuYlommus,ld,Cwoddih4{ppldo
livilln
1 WWI
1 NWakphYo3diwm
1 Wp01WM imioWsitlig maim
A iwcormenrommulmatotritomprigalmi
1 CtraoNdNMrdkNulEawhEpdpwloat
0
'
;
,
=
SHEET TITLE
ANTENNA, RRH UNITS
& SITE DETAILS
)
111111111111.
3. PROPOSED CPS MOUNTED A MINIMUM OF 10'
AWAY FROM ANY TRANSMITTING ANTENNAS.
MOTE
van' DESIAG DCNYD 5 -
AL MIN *Wars s A'4
RA®. LOLL BE VEFFED ar
now 4Wo1FN1UAER
U u u R
EtiT
w
J
SHEET NUMBER
RF•2
4. USED WHEN 2 NODE-B'S ARE USED.
EXISTING LTE GPS
NO SCALE
7
PROPOSED RRH SPECIFICATIONS
NO SDUE
8
RF SIGNAG®
NO SCALE
9
at�t
mobility
NOTE:
GROUND LEAD INSIDE RUBBER GROMMET TO BE
ATTACHED WITH X-CROSS ZIP TIES TO BRACKET. D0
NOT USE SNAP -IN HANGERS AROUND GROUNDS.
SECTOR ANTENNA
.asTec
Network SolufioTs
ANTENNA PIPE MOUNT
TOP JUMPER CABLE
/
/
i
/
�
NEW 12 AWG
GROUND TO
EXISTING SECTOR
GROUND MR .._..�
—
•
GPD GROUP
nOAliMONuCC4OPKoN
52097ANAYWSLU,9k253I
Nm'O74tll2
330Sn800 Fa 310.51121P1
DETAIL NOT USED
NO SCALE
2
DETAIL NOT USED
N0 Scut
g
J
EACH GROUND CONDUCTOR TERM
HATING ON ANY GRO
ND
BAR SNAIL NAYS AN IDENTIFICA
ON TAG ATTACHED A
NEWTON INSTRUMENT COMPANY, INC.
LOP END THAT WILL IDENTIFY I
S ORIGIN AND DESTINATION
BUTNER, NC,
PROJECT N0: 2016713A1.7194501
SECTION "P" - SURGE PROTECTORS
OPAWN Br: CAT
No
CURED
PAAT NUMBER
OEscAPDA
(EC) CELL REFERENCE GROUND BAR (IF
LOCATED)
CHECKED BY. JC
0)
1
1/1'd"70'
50I4 GROUND PAR
(sa NOTE i) (EC) GENERATOR 14Ew7RN (IF AVMABI)
(EC) 1E1C0 GROUND NI (12 AWG)
(11 ARC)
2
A-6056
NNNG WALL NO
BRAGRET
7W4LE CRIMP (EC) COMIRERCML POWER COMMON NEUTRAL/GROUND
CONNECRON (EC) FlBER GROUND BAR (12 AG)
ROM REFERENCE GROUND BAN
BOND (3/0)
AK)
0
1
S06I-4
ASUUIORS
KKR GROUND
RING 1
(EC) KKR
1 0 (AT&T) RECTFlER FIRMS
(12
"A"
SECTION - SURGE ABSORBERS
/ I
os/Wl4
WO41II11EC)
0
4
r2-1
5/B'-IId' H.H,C.S.
Il d
IOR GROUND RAG (12AWG)
II
05/ID/I9
WAOrowRVEX.
a
7015-8
S/B' LOCNASNER-
J�
RV
- R
�
(Ec) EMIERN4 GROUND FIEllO (BURIED
(EC) MULE C01.0 WATER PPE OF AVNLABIL)
GROUND RING)y2 AK)
(I/O AK)
SECTOR 0-'
GROUND BAR
SECTOR (TYP,)
(1) PER A
RAYCAP
n/nn
WO FOR PM
REV
DAZE
DESCRIPTION
DETAIL NOTES;
P
,
(EC) BUILDNG STEEL (4 AVAILABLE) (I/O
"
AK)
EKTRERMC4LY WELD AK
BAKE TKO SOLID
SECTION "I" ISOLATED GROUND
LONE
%
DCfi-48-60-I8-8F
UN=-.T
II
A
y
d M
19
1. 12
COPPER 00420210R 10 GROUND
CONDUCTOR 10 B`JPIED GROUND
PACE IXOINERAC KID,
2. THE INSTALLER SNAl1 USE PERMANENT
DRAW THE UNE BEIW0EY sEcr1N
SECTION ('V', 'A', 1' *OH I'
RR. RUNE
RNG AND PRIME
ENT M TO
AND LABEL EACH
HIGH IEITERS
1 4
/
A
13"
13
(Alf) ALL ISOAIED GROUND REFERENCE
(AT&T) GROUND WON Buz
�-%
EX. COLLEC11oN
GROUND BAR
NEW 12 AWC
GROUND 10 EXISTING
COLLECTION GROUND
GROUND TO EXISTING
EQUIPMENT/TOWER
GROUND BAR
BAR
FIBER
(MGB) REFERENCE GROUNDING BAR DETAIL
NO soul
4
CO p OR Po AK S RWDEO
NDLK-OR VTR RX GREEN,
600V, iHWN-2 WSVUTIO9
lA 9uAm I
GROUND PAR ON WPLL
OR FLOOR
N 6 Amur UW tq1 ktt
NE L UNOEN liW t�ECIXN
(F A lI004F2
700311175
EQUIPMENT CABINET
(GROUND ALL NEW
CABINETS)
III
---
III
---
REVIEWED FOR
CODE COMPLIANCE
TUKWILA
WA6094
16500 SOUAHWEAT96168ER WT
LTE ROOFTOP
100
0
0
0
0
0
0
0 Q
II
1/16 0
APPROVED
RECEIVF.D
CITY OF T UKWILA
M.18 2019
ne;]
1, 11 (''
(2) no DORM TO BE USED
*11 T2 AK soup BWE DNNED
.. COPPER GROUND CONDUCTOR,
EAOTHERAC WELD TO BORED GROUND
RING AND GROUND BAR
PNC 10 rPNLC CONOND UIT
sa 4D T1PE (NMc) CONDUIT
CH SITI P WINN AK
ACHES OF 0716U, END
City of Tukwia
„J
BUILDING DMSION
PERMIT
CENTER
SEPARATE
PERMIT AND
,PPROU eI s
NEW EQUIPMENT
GROUND BAR
_. _. .
_ ^
�
NEW EQUIPMENT
PLATFORM
(
SHEE TITLE
GROUNDING DETAILS
— —, _ _.._.._. _.
.._.._. —
NOTE:
BOND ALL METALLIC OBJECTS
TO NEW GROUND PAR AT
EQUIPMENT LOCATIONS
SHEET NUMBER
E'1
GROUNDING RISER
No Ku
1
GROUNDING BAR DETAIL
ND soNo
5
DETAIL NOT USED
1EQUIRED
6
PART 1 - FdRFRM
1.1 GENERA CONDITIONS:
A DONBACTOB SHALL ASPECT NE EXRAG SITE 90*0*1 NS PRIOR 10 SORTING BD. ANY 0UE59NS
OK DURING THE BA PER100 IN RECORDS 10 THE CONTRACTORS WICK, THE SCOPE OF WORK,
OR ANY OW SSUE RENTED TO THIS R0EC1 SARI BE BROUGHT UP DURNG ME BA PERIOD WITH
THE PROJECT IANUGER FOR CLARIFICATION, NOT AFTER THE CONTRACT HAS BEEN AWARDED.
B THE CONTRACTOR SHALL FAIN PRATRS, UCENS6, MALE 4l DEPOSITS, AND PAY 4l FEES REQUIRED
FORTE 124E CONSMUCTON PERFOMICE FOR 7E WORM UNDER THIS SECTION.
C. DRAWINGS SHOW ME GENERA ARRANGEMENT OF AL ASZFLIS AND COMPONENTS COVERED UNDER THIS
SECTION, THE CONTRACTOR SHALL YERIRY ALL DIMENSIONS. DRA44 SOH NOT EC SCALD TO
DETERMINE DIMENADNS,
1.2 LANs, MOONS, ORDINANCES, STATUTES MO CODES.
A NL WORM 5 1 BE WALLED N CONDUCE WITH THE LATEST EDITION OF THE WHAMS ELECTRON
CODE, Al N1 WOKE ALL LAWS, RECOUPONS, ORDINANCES, S1AM6 AND CODE. parr
BENDS SHILL BE TILE RADIUS BEND FOR THE IMDE SIEE OF COOT IN COMPLNNCE VP THE LATEST
EDITIONS OF NEC.
13 REFERENCES:
A THE POBECA1ANS LISTED BELOW ARE PAST G 1MS SPECECARON, EACH PUBUCA10R Wu BE THE
LATEST RENSID4 AND ADDENWM IN EFFECT ON THE CATE MIS SPECIFICATION IS ISSUED FOR
COMM UNLESS 011ERA1SE NOTED. EXCEPT AS N001100 M' DE REQUIREMEN RUED HEREIN
OR ME DET9LS OF THE DRAWINGS, KW INCLUDED IN MIS SPECIFICATION SHALL CONFORM TO THE
APPLCABLE PROVISION OF THESE PUBLCATIONS
1, NKI/IEEE (A1.IEMUN NATIONAL STANDARDS INSTIMI)
1. A51M (AMERICl4 SOCIETY FEN TESTING AND MATERIALS)
3. ICG (INSULATED GC ENGINEERS ASSOCIATION)
4. NEW NATIONAL ELEC1R9i1 WNUGCD.I9E*S ASSOCIATION)
S. NEPA NATIONAL FIRE PROTECTION ASSOCIATION)
6, OSHA DCCUPADOHIL SAFETY AND HEALTH ADMI9S1R4110N)
,. Ul (UNDERWRITERS UB4E110ME5 INC.)
8, A18 CROOK A10 BONDING STANDARDS IP-16416
I.1 SCOPE OF NORM
A. WORK UNDER MS SECTION SHALL CONSIST OF FURNISHING All IABD9, NA7ERtk AND ASSOCIATED
SERNC6 REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AHD BE WERAGNAL
B. All 50C1RNW EQUIPMENT UNDER Ms CONTACT SH4l BE PROPERLY TESTED, ADJUSTED, AND ALIGNED
BY NE CONTRACTOR.
C. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRONING, 7ENCHES, 64KFIWNG, AND
REMOVAL OF EXCESS DIRT,
D. THE CONTRACTOR AMLL FURNISH 10 THE DINNER WITH CERTIF9ATES OF A IRK NSPECTON AND
APPROVAL FROM THE NSMCD04 AJRNORITES MONO JUi9SOC1AN.
E. THE CONRACTOR AWL PREPA9E A COMPLETE SE1 OF AS-9V11 D4WNC5, DOCUMENT ALL NIIRNG
EQUIPMENT CONDITIONS, AND WAGES WHILE COMPLETING THIS CONTRACT. THE AS -BUILT DRAWINGS
SIWI BE SUBMITTED AT CONPL0110N OF THE PONT.
PART 1 - PRODUCT'S
2.1 CENRAL:
ALL 41EM4S AND EOUIPNEM SN41 BE Ul LISTED, NEW, AND FREE FROM DEFECTS,
ALL ITEMS OF MATERIALS AND EQUIPMENT STO L BE ACCEPTABLE TO THE *10904 E HAVING JUR5DICI4N
AS SUITABLE FOR THE USE INTENDED.
C, ALL EQUIPMENT SNAIL KO THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL AND SHALL
CONFORM TO REQUIREMENT OF THE NATONAL ELECTRICAL CODE.
0. ALL 099421 RENT DANCES SHALL. HAVE AN NE990PTING CURRENT RATING 11U1 AWL BE GREATER
TIMN THE SHORT ORCL4T CURREN110 WHICH THEY ARE SUBJECTED, T0,000 NC MINIMUM ERR
AMOREE SHDR CIRCUIT CURRENT 00E5 NDT EXCEED THE RATING OF EI0CMIG0 NUTPICK N
ACCORDANCE WITH A911611 11011 NEC 0R THE MOST CIIRRENI ADOPTED CODE PER THE GOVRNIK
JURISDICTION,
1.2 MATERIALS AND EQUIPMENT:
A CONDUIT:
I. RIGID METAL CONDUIT ROC SHALL BE HOT -DIPPED WANED INSDF AVD QU1SAE I*WDNG ENDS
AND THREADS A40 NAMELE0 DR LACQUERED INSIDE IN ADDITION TO CA/YAWING,
2, 1IOUID1GN7 FLEXIBLE MEN CONDUIT SHALL Et UL LISTED.
3. CONCUR LUMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. All FITTINGS SHAH BE
C06RESSION AND CONCRETE TIGHT TYPE GROUNDING BUSHINGS NM NSUUIED THROATS S41 BE
INSTALLED CAN All CONDUIT INWARDS.
4. NONMETALLIC CONDUIT AND FITTINGS SIN1 BE SCHEDULE 40 FIG. INSTALL USING sawdMIK-TYPE
ANTS AS RECOMMENDED E' THE MANUFACTURER.
B GOAUC109S ANO COL
1. C00UC10R5 AND CABI3 AWL BE FUME -RETARDANT, M0SNRE AND HEAT RESISTANT MER40PCASTC,
5NG E CONDUCTOR, COPPER,111E MNN/71M-2, 600 VOLT, SIZE AS INDICATED, jl2 ANG SHAH BE
TIE MINNUM SSE CONDUCTOR USED,
1 110 AK M0 SMALLER CONDUCTOR SHALL BE SOLD 0R AR1DED AHD 18 AWG AND URGER
ACTORS AW1 BE STRANDED.
3. SONERIESS, COMPRESSION -TYPE WN4ECT0RS SHALL BE USED FOR ERMNATION OF A11 SAWED
CONDUCTORS,
1. STRAIN-REUE1 SUPPORTS GRIPS SHALL BE NOBBELL KILNS OR APPRPVED Mk CABLES 5H41 BE
SUPPORTED IN ACCORDANCE WITH ME NEC AND GABLE ioNuFACNRERS RECCMMENCATIENS.
S. ALL CONOUC10R5 SHAY BE NAGGED AT BOTH ENDS OF THE CONDUCTOR, Al ALL PULL PDXES, J-B01ES
EDORMEN. A40 CABINETS AND SHALL BE IDENTIFIED W71N MOVED PLASTIC TAGS (410N CRAFT,
BRADY, 0R APPROVED EQUAL).
C. DISCONNECT SNITCHES:
1, DISCONNECT SWOCNES SHALL BE HEAVY DUTY, DUD -PRONE DUCK-4KE, DUCK -ENEMA E5ERN41Y
OPERABLE NANDIi LOCKABLE AND INTERLOCK in COVER IN CLOSED POSTON, MTING AS INDICATED,
Ul LABELED FURNISHED IN NEM 3R ENCLOSURE, SQUARE-D 0R ENGINEER APPROVED EQUAL,
0. CHEW! ELECTROLYTIC GROUNDING STEM
1. INSTAL. CHEMICAL GROUNDING AS REOUREO. THE SYSTEM SNA11 BE ELECTROLYTIC W*NIEU54E FREE
ELECTRODE CONSISTING OF R00S WITH A MINIMUM 12 AND CU DOMER9IGLLY KIND PCTAI,
PROIECINE BONES, AND 4LH90 MATERIAL WWUFALNRER SHALL BE IYNCOE AT GROUNDING ROD
'YPES K2-(V)C5 OR K2L-(4)CS (V) LENGTH AS REQUIRED.
2. GROUND ACCESS BEAN SHAH BE A POLYPUST%C BOX FOR NON-7Af1C APPLICATIONS. I9IN1N6 a741
DOWN FLUSH CUTER W7 "BREAME9' HOLES, NV YODEL 1NB-22, NI DISCONNECT SNICKS AND
CONTROLLING ONUS SRC BE PAOJAED NTH ENCR4KD ;NNW NINEPIA16 INDICATING EWIRMENI
CONTROLLED, BRANCH CIRCUITS A NUIIBERING, AND THE OEM POWR SOURCE,
3. RA LLL W1ERI,4 SHALL BE IYNCONITE AND UNCOIE GROCNOING GRAVEL
SYSTEM GROUNDING:
1. All GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING CONDUCTOR SHALL BE 12 AK BARE
50UD, TINNED, COPPER. AKRE GRADE GROUNDING CONDUCTORS SMI BE INSULATED *OK KTED.
2. GROUNDING BUSES SH4l BE BARE, TINNED, ANNEXED COPPER BARS OF RECTANGULAR CROSS SECTION.
010 9D BUS BANS YOB, SHALL BE FURNISHED AND INSTALLED 811NE CONTRACTOR, THEY SHALL NOT
BE FABRICATED DR MOORED N TILE READ. All GROUNDING BUSES SH41 BE A1FRFED WTRN MIMMUM
3/4' LETTERS BY WAY OF STENDU0 OR DESIGNATION PLATE
3. CONNECTORS SOLI BE HIPI-CONOKINITI, HEAVY DUTY, USED AND UBEEED AS GROU*D96
CONNECTORS FOR THE MATERWS USED. USE TWO -HOLE COMPRESSION TUGS WITH HEAT SHRINK FOR
MECH1IIGL CONNECTIONS, INTERIOR DO9NEC110NS USE MD -LADS` COMP9SSIDN LUGS WITH 1SPECTON
4NW9 ALA CLEAR HAT WRNS,
4. EKNNERMC WELDED CONNECTIONS SHAH BE PRODDED IN II FORM AID SELECTED FOR THE SPECIAL
TYPES, SIZES, AND COBNA9O9S OF CONDUCTORS AND OTHER TEMS 10 BE CONNECTED.
S. GROUND RODS SALMI BE COPPER -CLAD SEEN WITH HRH -STRENGTH SEEN CORE AND
E1FCi8OLY1C-GRADE COPPER OUTER SHEATH, MOLTEN WELLED 10 CORE, 5/B'1ID-0', ALL GROUNDING
RODS SHALL BE INSTALLED NIX INSPECTION SLEEVES.
6. INSTAL AN EQUIPMENT GROUNDING CONDUCTOR IN N1 CONDUITS IN COMPLIANCE NTH THE AT&T
SPEDFCAIANS AHD NEC TIE EQUIPMENT 6ROJ9DI4 CONDUCTORS SRN1 BE BOWED AT Al ANCTAN
BONES, PULLBOXES, DISCONNECT SNITCHES, SIARIERS AND EQUIPMEN CABINETS,
OTHER MARKS:
6. THE CONTRACTOR SRC PROVIDE OTHER NARKS, THOUGH NOT SPECIFICALLY DESCRIBED, W9C9 ARE
REQUIRED FOR A COMPUTED' PROWL SYSTEM AND PROPER N51NU11NI OF ME
7. PRPADE PULL BOXES A40 JUNCTION BONES WHERE SHOWN OR REWIRED BY NEC.
C. PANELS AND L04 CENTERS:
1, AL PANEL DIRECTORIES SHALL BE TYP2WRI11EN.
PARTS-EAELON
J.t GENERAL
A A11 W1ERN1 AND 560990N' SOUTH BE INSTALLED IN S1RC1 ALCOMCAJCE WITH ME MANUFACTURER'S
RECOMMENDATIONS.
6. EQUIPMENT SH41 BE TIGHTLY COKRED AHD PROTECTED AWAST D11 0R WA7A, AND AG9NST CHEMXk
OR MECHANICAL INJURY WRING INSTALLATION AND CONSTRUCTION PERIODS
31 LABOR AND WORKMANSHIP:
A ALL LABOR FOR NE PSTA11ADON OF MATERIALS AND 001991NT NRNSNED FOR DKE El1C1RCk
SYSTEM 5411 BE NSINLED BY F5ERIENCEO IOWA, N A NEAT AND WORKMAN-UNE RAI NER
BALL ELECTRICAL EQUIPMENT SHA11 BE ADJUSTED, NASD AAA TESTED BY ME CONTRACTOR AS REQUIRED
TO PRODUCE THE INTENDED PERFORMANCE.
UPON 00LPLEOON OF WORK, THE CONTRACTOR SIC THOROUGHLY GRAM 41 EXPOSED EQUIPMEN,
ROAM All LANES MA ANY DEBRIS, CRAZING DR CARTONS MD LEAVE THE NSTNLAR% FINISHED AND
READY FOR OPERATION,
BI
THE CONTACTOR SHALL C00RDNAE THE IN51NUTI0N OF 91161RCAL GEMS WTH THE
OWNER-FURM5NE0 EQUIPMENT HURRY MOLE 10 PREVENT NB10ESSM' DELAYS IN ENE TOOL
WORK.
NS1111ATON
CONDUIT:
1. All ELECTRIC)/ WRING S411 BE INSTALLED N CONDUIT AS SPECIFED. NO CONDUIT 0R TUBING OF LESS
NM 3/4 NCH TRADE SUE.
2, PROVIDE RIGID PVC SCHEDULE 80 CONDUITS FOR ALL RISERS, RAC O1120W15E NOTED. ENT MAY BE
WALED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT 10 PHYSICAL DAMAGE.
3. KILL SCHEDULE 40 PVC COOT WITH A MN4UM COVER OF II' UNDER RGDWAYS, PANI9 LOTS,
STREETS, AND N1EYS. CONDUIT SYWI HAVE A MINIMUM COVER OF 18' IN ALL OTHER NON -TRAFFIC
APPLIGTONS (REFER TO NO NEC, TABLE 300.5),
4, USE GLVM112ED FLEXIBLE STEEL cow WHERE DIRECT CONNECTION TO EQUIPMENT WITH WORT,
VIBRATION, 0R FOR EASE OF MAINTENANCE USE LIQUID MXIT, REN E METAL CONCUR FOR OUTDOOR
APPUGICNS. INST*A GALVANIZED FOIE STEEL CNQUT Al All. DONIS OF CONNECTION TO
EQUPMENI AC ON SUPP0R110 ALLOW FOR EOM AND CONTRACTION.
S. A RON OF DONOINT FRED BOXES 0R EDJIRI 1.1 SHE. NOT L°WINN MORE MAY THE EDJNAN OF
THREE QUA9TER-BENDS CONDUIT no SHALL BE AWE NIH THE Ul LIED BENDER 0R FACTORY 90
DEGREE EMS MAY BE USED.
6. REID FABRICATED CONDUITS SHALL BE CUT SOLACE WITH A CONDUIT CUTTING TOOL AND REAMED TO
PRON0 A SMOOTH INSAE SURFACE.
7. PRONDE INSULATED GROUNDING BUSING FOR ALL CONDUITS,
8. CONTRACTOR IS RESPONSIBLE FOR PROTECTING 41 CONDUITS DURING CONSTRUCTION. EMPORA97
OPENINGS IN THE CONDUIT SYSTEM STALL BE P,UDGEC OR CAPPED TO PREVENT ENTRANCE OF MOISTURE
OR FOREIGN O1ER, C0NIR4i0R SHAY REPLACE ANY CONDUITS CONANING FOREIGN MATERIALS THAT
CANNOT BE REMOVED,
9. 4l CONDUITS S11 BE SWABBED CLEAN BY PULLN'G AN APPROPRATE SUE MANDREL THROUGH THE
CONDUIT BEFORE INS1A1UP0N OF CONDUCTORS 0R CABLES. C0N9W SNAL1 BE FREE OF DIRT MA
DEBRIS.
10. INSNI PULL STRINGS IN All CLEAN ENP1Y CONDUI0 AENFY PJII STRINGS AT FAH END.
11. INSTALL 1' HIGHLY NSIB0 AND DE7EC1AEE TAPE I2' ABOVE All UNDERGROUND CONDUITS AND
CONDUCTORS
12. CONDU1S SHALL BE INSTALLED N SUCH A MANNER AS TO INSURE AG4NST COLLECTION OF TRAPPED
CONDENSATON
13. FRPME CORE DRILLING AS NECESSARY FOR PEFf1RATON5 TO ALLOW FOR RACEWAYS AND CABLES TO BE
ROUIEO THROUGH THE BUILDING. DO N01 PENEMATE MDR CABERS. SLEEVES AND/OR
PENEMADONS N FIRE RATED CONSMOCION S.011 BE EFFECm5LY SEALED WEN FRE RATED 91301
WHICH SHALL WAN ME FRE RATING OF NE WALL OR STRUCTURE FARE STOPS AT FLOOR
PENETRATION'S SHALL PREVENT PASSAGE 01 WATER SMOKE, FIRE, AND FINES. ALL 9A1RI1l SHALL BE
Ul APPROVED FOR DNS PURPOSE.
NDUCI0RS Ay0 CABLE:
ALL KKR WIRING SHALL BE COLOR CODED AS FDLLOP CODE COMPLIANCE
APPROVED
JUL18/019
4955
PHASE B
PHASE C
NEUIMA
CAOUTANG
RED
BLUE
WNT1
GREEN
rtEVIEWEO FOR
2. SPLICES SHW1 BE MADE CARY AT ORLES, ANfTAN 9EES, OP 0CEESIBIE RACEWAY man
APPROVED FOR THIS PURPOSE.
3. POWNG WB*CAN6 SHILL BE UL APPROVED. CONTRA TOR SNIIL'.E KM OR HEMP ROPE FOR
PUWA0 C0*UC109 OR CABLES INTO THE CONDUIT. I ` of
TI' 1..1
1. CANES SKI BE NEW TINNED, N11f 001 INTER
W EQUIPMENT TO FERIA K ONG A NEAT
KC TENSION ON CON00C10RS 0R TERMINALS. CON
6'UURf AND MOISTURE SNAG BENDS UvER CONDO
BE REMOVED AND REPLACED AT 7E CONTRACTORS EXPOS
DISCONNECT sae
X
STNI DISCONNECT SNITCHES I8<TL AND RUMS. CONNECT TO WRING S1REM AND GROOM SITE
'r INDCUED.
D. GROUNDING:
1. A11 MEp111C PARTS OF EKCIMCA EQUIPMENT MHCH DO NOT CARRY CURRENT SHALL BE MDR IN
ACCORDANCE WIN THE REQUIREMENTS O ME BUILDING MANUFACTURER, AZ81 GROUNDING AND BOUNDING
STANDARDS E-76416, 1A-00135, A167 THE NATON4 ELECIRRA CODE.
2, PROVDE EFCMIUI GROUNDING AND BONDING SYSTEM NDGTED W1H ASSEMBLY OF MIEPoAIS,
1CLUONG GROUNDING ELECTRODES, BONDING JUMPERS MA comm ACCESSORIES A5 REQUIRED FOR
A COMPLETE N 911241ON
3, AL GROUNDING MUMS SHNL ROVE A SRMD1952894 D PAN i0 MAID WITH AWN,
BEND AS RE0URE0. GROUNDING CONDUCTORS SHALL NOT BE LOOPED 0R SHARPLY MT,, ROUE
GROUNDING CONNECTIONS AND CONDUCTORS TO GROUND IN IRE AORIEST AND STRAIGHTEST PATHS
POSSIBLE TO N1MMME 1RAHSIEM VOLTAGE RISES,
4, BOADNGS AND/OR NEW TOWERS GREATER THAN 75 FEET IN HEIGHT AND MERE THE MNN CROUN9NG
CONDUCTORS A9E CUE 10 BE ROVED 1O GRADE, 7E CONTRACTOR SALMI ROUE 1W0 GROUNDING
CONDUCTORS FROM THE ROOFTOP, TOWERS, AAA RAER TABS GRWNOINC RING, 10 THE EXIS1NC
G900HANG SYSTEM, THE G90WIDIND CONDUCTORS SHALL N01 BE SMAIER DUN 2/0 AK COPPER.
ROOFTOP GROUNDING RING SHALL BE BONDED TO THE EXISTING GROUNDING SYSTEM, THE BUILDING STEEL
COLUMNS, UOCNING PFO7EC40N SYSTEM, AND BUNTING NAN WATER LINE (FERROUS 0R NONFERROUS
META/ PIRNG ONLY). SEE STANDARD 6.3.2.2.
S. TIGHTEN GROUNDING AND BONDING CONNECTORS, INCEUDAG SOROWS AND BOLA, N ACCORDWE'WIIH
WAMIF*NRER'S WED TORQUE TIGHTENING V4UM FOR CONNECTORS NO 8011S. WARE
M4WFAGNRERS TOROUNC REQOIRBENTS ARE N01 AVNNBE, TIGHTEN CONNECTORS 10 COMPLY YI17
TIGHTENING TORQUE WOES SPECIFIED IN Ill TO ASSURE PEROJEKT AND EAECTNE GROUNDING.
6. CONTRACTOR SHALL VERT/ THE ZOOS OF CROLWOK RE-N-POINTS 10 THE COSTING GROUNDING
SYSTEM. N1 UNDERGROUA CROJNCK COM49TIfNS AW1 BE MADE BY THE EDTKRMC WEN
PROCESS AND PISTOLLED IN ACCORDANCE INM NE MANUFACTURER'S IM1RRUC110N5,
7. W. GROUNDING CONNECTIONS SMALL BE INSPECTED FOR TIGHTNESS, ENOIHER4If WELDED CONNECTIONS
SM1 BE APPROVED E' THE INSPECTOR HANK JURISDICTION 21209E BEING PERMANENTLY CONCEALED,
5. APPLY CORROSION -RESISTANT FINISH TO FLD CONNECTIONS AND PULES WHERE FACTORY APPUED
PROEC1NE corm Port BEEN DES1R01ED. USE NOPR-5HEO ANTI-00010N COMPOUND ON All
COMPRESSION GROUNDING CONNECTOR.
9. A SEPARATE CONTINUOUS, iNSJUTED EQUIPMENT GROUNDING CONDUCTOR SWILL BE INANLED IN ALL
FEEDER AND 54JICH c119u05.
10, BOND All INSULATED GROUNDING BIAIN'05 WITH A BANE 16 AQUA GROUNDING CONDUCTOR TO A VOX
BUS.
I. DIRECT BURIED GROUNDING CONDUCTORS AWL BE NSTML3D Al A NOMINAL DERN 01 36' MNIMUM
BELOW GRADE CR 6' BELOW THE TROST UNE USE DE GREATER OF ME TWO DSTA4C6.
12. ALL GROUNDING Danz EMBEDDED IN OR PE*EIRAING CONCRETE %I BE INSTNIED IN
SCHEDULE 40 PK CONDUIT.
13. NNE INS7A1UTI0N O CHEMICAL ELECTROLYTIC CROOK SYSEN IN STRC1 ACCORDANCE NAM
544UFACTUREN1 INSTRUCTONS. REMOTE SEXING NAPE FROM LEACHING AND BREATHER HOLES, WALL
PROIECTNE BOX RUSH WITH GRADE,
14. DRIVE GROUND RODS UNTIL TOPS ARE A MINMU4 DSIANCE OF 16' DEPTH DR 6' BLOW FROST UNE
USING THE GREATER OF THE TWO DISTANCES,
15, E COAX ON DE ICE BRIDGE B MORE NM 6 FT. FROM THE GROUNDING BAR AT THE BASE OF THE
TOWER, A SECOND CROAK OS 111I1 BE NEEDED AT THE END OF ME CE 9PoCG1 TO GRAND 190E
CGA CARE GROUNDING CIS AND IN-UNE ARRESTORS.
16. CONTRACTOR SHALL REPAIR, AND/OR REPLACE, EXISTING CROCKING SYSIEI COMPONENS DAMNED
DURING CONSTRUCTION AT THE CONTRACTORS EXPENSE.
ACCEPTANCE 1ER1NG:
CERTITED PERSONNEL USNG CRITIC EQUIPMENT SIWL PERFORM REQUIRED TESTS AND SUBMIT
WRITTEN TEA REPORTS WON COMPLE110N.
WHEN 41ERW AND/OR NORN4WSMP 4 FOUND MOT TO COMPLY VI NE SPECEIED REDUIREMENR,
TIE NOT-COMP1n* GEMS SHALL BE RE40E0 FROM ME PROTECT STE AK REPLACED 4EH ITEMS
c04P17AC WM DE SPECIFIED REOUREME45 PROMPTLY AFTER RCAF 09 NOTICE FOR
N0N-CO9Pl4NCE,
T PROCEDURES:
All FEEDERS SHILL HAVE INSULATION TESTED AMR INSIALADON, 85104E CONNECTION 10 OENCES. THE
CONDUCTORS NMI EST FREE FROM SHOO DIKES AND GROUNDS. MC S4ll BE FOR 0Ff
MINUTE USING IOW% CO. PRONOE WR11FN DOCWE 1A1GN FOR Al TEST RESULTS,
2. POOR TO ENERGIZING O9UTRY, TER W4NG DEVICES FOR ELECTRICAL OONRNUIY NO PROPER
ROLARTY COA4LC1ANS.
3. 46601E MA REM) AXES BETWEEN PHASES NM) BEPWEEN PHASE CONDUCTORS AND NEUTRALS.
SUBMIT 4 REPORT OF MAMMON A40 41NNUY VOLTAGES.
4. PERFORM GROUNDING TEST 10 NGSURE GROUNDING RE5STA9CE OF
STANDARD 3-POINT'FA11-OF-POENMW' METHOD, PRDwE PLOTTED
SKETCH. NOTIFY ME ENGNER IMMEDIATELY IF MEASURED taro
ro
ELECTRICAL NOTES
SEPARATE
ATE
PERMIITAND
APPROVAL
REQUIRED
1J�1
THE IEEE
A
PER►c CENT
R1
lasTec
Network Soluliops
GPD GROUP
52I1 SaDI NARY SRIrt, SMM>Si1
NDMCCNN311
330372,2103 Fa 30311,2156
PROJECT 40: 2018223,04.11815.01
DRAWN Bf:
CAT
CHECKED BY:
JG
MGM/N
EIS FRi OONSIWR7AII
f6/1D/n
MI®FDR ON
11/17/17
MED FOR RENEW
REV DATE
DESCRIP110
I26 A ARM La FEWAWRASML
01115 IV ARE MIMG Val NE WRECNDN
MA LIME0MUM. Me
10 MIEW MG DMUME4.
iUKWILA
WA6094
16500 SOUTHCENTER PKW7,
TUKWILA, WA 98188
LTE ROOFTOP
SHEET TIRE
ELECTRICAL NOTES
SHEET NUMBER
E.2
asTec
Network Solutions
MasTec Network Solutions
22253 68th Ave S
Kent, WA 98032
(425) 214-9749
AT&T DESIGNATION:
ANALYSIS CRITERIA:
SITE DATA:
REVIEWED FOR
CODE COMPLIANCE
APPROVED
JUL 1 8 2019
City of Tukwila
BUILDING DIVISION
Site USID:
Site FA #:
Client #:
Site Name:
Codes:
STRUCTURAL ANALYSIS REPORT
74846
10013217
WA6094
TUKWILA
GPD GROUP°
PROFESSIONAL CORPORATION
James Grant
520 South Main Street, Suite 2531
Akron, OH 44311
(206) 204-7398
jgrant@spdgroup.com
GPD# 2018723.04.74846.04
May 6, 2019
RECEIVED
CITY OF TUKWILA
JU1 1 1 2:i9
PERMIT CENTER
TIA-222-G, ASCE 7-10 & 2015 IBC
110-mph Ultimate (3-second gust) with 0" ice
85-mph Nominal (3-second gust) with 0" ice
30-mph Nominal (3-second gust) with 1/4" ice
16500 Southcenter Parkway, Tukwila, WA 98188, King County
Latitude 47° 27' 15A)84" N, Longitude 122° 15' 38.916" W
Tower Mast on 76'-0" Rooftop
Mr. Daniel Kelly,
GPD is pleased to submit this Structural Analysis Report Design to determine the structural integrity of the
aforementioned structure. The purpose of the analysis is to determine the suitability of the structure with the existing
and proposed loading configuration detailed in the analysis report.
Analysis Results
Platform Mount Stress Level with Proposed Equipment: 105.0°/0 Pass*
Tower Mast Stress Level with Proposed Equipment: 97.0% Pass
Penthouse Column with Proposed Equipment:: Adequate Pass
* Capacities up to 105% are within customary engineering tolerances and are considered acceptable.
We at GPD appreciate the opportunity of providing our continuing professional services to you and MasTec Network
Solutions. If you have any questions or need further assistance on this or any other projects please do not hesitate to
call. EXP 01/1.6/21
Respectfully submitted,
John N. Kabak, S.E.
Washington #: 50892
4/26/2019
FILE
c% CAT
520 South Main Street . Suite 2531 . Akron, Ohio 44311 . 330-572-2100 . Fax 330-572-2101 . www.GPDGroup.com
GPD Group Professional Corporation
Tower Mast on 76'-0" Rooftop - Structural Evaluation AT&T USID: 74845
SUMMARY &RESULTS
The purpose of this analysis was to verify whether the'd�isting structure is capable of carrying the proposed loading
����gion���i0���& �*b��N�wm 6W�io�n�Th����w�mmmis�n�hyMcD��Kelly �
MasTec Network Solutions.
This analysis has been performed in accordance with the 2015 International Building [ode bused upon an ultimate 3-
second gust wind speed of 110 mph converted to a nominal 3-second gust wind speed of 85 mph per section 1609l1
as required for use in the T|A,222'C Standard per Exception #Scf.Seciiun 1609.1.1. Exposure Category B with a
maximum topographic factor, Kzt, of 1.000and Risk Category U were used in this analysis.
Seismic loads were determined from hand calculations based upon code requirements listed within the "Analysis
Criteria" on the cover page of this report. In accordance with the code provisions, wind loading and seismic loading
were not applied concurrently. Seismic loads were found to not control.
The modifications designed 6yGPD (Pnoject#r 2017723.00.74846.03,dmtmd 5/4/29Y7)consisting wfnew column
connections are assumed ti)have been properly installed and to be fully effective.
STRUCTURE SUMMARY AND RESULTS
Member
Capacity
Results
Platform Mount
105.0%
Pass*
Tower k4a$
29.3%
Pass
Wall Connections
97.0%
Pas
Penthouse Column
Adeqaute
Pass
~ Capacities opmlO5%are within customary engineering tolerances and are considered acceptable.
ANALYSIS METHOD
R1SA3D (Version 17.0.2), a commercially available software program, was used to create a three-dimensional model of
the structure and calculate the primary forces for various dead, live, seismic and wind load cases. Those calculations
can be found in the Appendices. The following table details the information provided t/ complete this structural
analysis. This analysis is solely based on this information.
DOCUMENTS PROVIDED
Document
Remarks
5mwm*
^Radio Frequency Data Sheet
RFC8Name: 6||LVVAh094Version Z.00,dated lU/ 0/2017
MasTec
Construction Drawings
GPDProject #:2Ol072].O4.74846.0l Rev. /, dated ll/l7/2017
GPD
Site Visit
GPD,dated 2/1O/2017
GP[)
Site Visit
GPD,dated 7/lZ/20l0
Previous Structural Analysis
Cornerstone Engineering Project #:l2'l]O54'dated l/7/20l2
MasTec
Previous Structural Analysis
Cornerstone Engineering Project #:1l'6933S,dated 11/16/2011
A4usTec
Previous Structural Analysis
Peterson Stmh|eMartinson Project #:[OS26S'dated G/8/ZO05
MasTec
Previous Structural Analysis
CPD Pnoject#: 2017723.04.74846.03, dated 5/4/2017
CPD
Modification Drawings
GPOPxoject 2Ol7723.04.74846.03,dated S/4/2Ol7
CPD
Post Modification Inspection
CPD Project 20l&./,2].O4.74846.O7,dated 4/15/2019
GPD
`
m
'
,
,
5/6/2019
Tower Mast on 76'-0" Rooftop - Structural Evaluation AT&T USID: 74845
ASSUMPTIONS
This structural analysis is based on the theoretical capacity of the members and is not a condition assessment of the
structure. This analysis is from information supplied, and therefore, its results are based on and are as accurate as that
supplied data. GPD has made no independent determination, nor is it required to, of its accuracy. The following
assumptions were made for this structural analysis.
1. The structural member sizes and shapes are considered accurate as supplied. The material grade is as per data
supplied and/or as assumed and as stated in the materials section.
2. The antenna configuration is as supplied and/or as modeled in the analysis. It is assumed to be complete and
accurate. All antennas, mounts, coax and waveguides are assumed to be properly installed and supported as
per manufacturer requirements.
3. Some assumptions are made regarding antennas and mount sizes and their projected areas based on best
interpretation of data supplied and of best knowledge of antenna type and industry practice.
4. All welds and connections are assumed to develop at least the member capacity unless determined otherwise
and explicitly stated in this report.
5. The structures have been properly maintained in accordance with the applicable standards and/or with
manufacturer's specifications.
6. All prior structural modifications are assumed to be as per data supplied/available and to have been properly
installed.
7. Loading interpreted from photos is accurate to ±5' AGL, antenna size accurate to ±3.3 sf, and coax equal to
the number of existing antennas without reserve.
8. The existing loading configurations were obtained from the previous analyses, the site visit by GPD, and the
provided site photos and is assumed to be accurate.
9. The proposed loading configuration were obtained from the provided RFDS (Name: STTLWA6094 Version
2.00, dated 8/25/2017) and the construction drawings by GPD (Project #: 2018723.04.74846.01 Rev. A, dated
11/17/2017) are assumed to be accurate.
10. The modifications designed by GPD (Project #: 2017723.04.74846.03, dated 5/4/2017) consisting of new
column connections are assumed to have been properly installed and to be fully effective.
If any of these assumptions are not valid or have been made in error, this analysis may be affected, and GPD should be
allowed to review any new information to determine its effect on the structural integrity of the tower.
5/6/2019
Tower Mast on 76'-0" Rooftop - Structural Evaluation AT&T USID: 74845
DISCLAIMER OF WARRANTIES
GPD has performedushevishtodhostrucunek/verify8nemembersizeooranksna/coax|oadimg. If the existing
conditions are not asrepresented unthe structure elevation contained indhisreportweshouNbecontacted
immediately toevaluate the significance cf the discrepancy. This isnot ucondition assessment ofthe structure or
foundation. This report does not replace afull structure inspection. The structure and foundations are assumed \ohave
been properly fabricated, erected, maintained, in good condition, twist free, and plumb.
The engineering services rendered hyGPDinconnection with this Structural Analysis are limited toacomputer
analysis of the structure and theoretical capacity of its main structural members. Noallowance was made for any
damaged, bent, missing, loose, orrusted members (above and below Avuund). Noallowance was made for loose bolts
orcracked welds.
This analysis is limited to the designated maximum wind and seismic conditions per the governing structural standards
and code. Wind forces resulting in structure vibrations near the structure's resonant frequencies were not considered in
this analysis and are outside the scope ofthis analysis. Lateral loading from any dynamic response was not evaluated
under atime-domain based fatigue analysis.
GPDdoes not analyze the fabrication ofthe structure (including weding). kisnot possible VnhaveaJ|thevery6etai|ed
information needed to perform a thorough analysis of every structural 5ub-component and connection of an existing
$ruc1ue. GPD provides a limited scope of service in that we cannot verify the adequacy of every weld, plate
connection detail, etc. The purpose of this report is to assess the capability of adding appurtenances usually
accompanied by transmission lines to the structure.
it is the owner's responsibility to determine the amount of ice accumulation in excesscfthe code specified amount, if
any, that should be considered /n the structural analysis.
The attached sketches are a schematic representation of the analyzed structure. Ifany material isfabricated from these
sketches, the contractor shal I be responsible for field verifying the existing conditions, proper fit, and clearance in the
field. Any mentions o(structural modifications are reasonable estimates and should not be used as precise
construction document. Precise modification drawings are obtainable from GPD, but are beyond the scope ofthis
report.
Miscellaneous items such as antenna mounts, etc,have not been designed ordetailed asapart ofour work. We
recommend that material of adequate size and strength be purchased from a reputable structure manufacturer.
Typical telecommunication structures are designed tocarry gravity, wind, and ice loads. All members, legs, diagonals,
struts, and redundant members provide structural stability tothe structure with little redundancy. Absence or removal
of member can trigger catastrophic failure unless a substitute is provided before any removal. Legs carry axial loads
and derive their strength from shorter unbraced lengths by the presence of redundant members and their connection to
the diagonals with bolts orwelds. If the bolts or welds are removed without providing any substitute to the frame, the
|e8 is subjected to highe,unbraced length that immediately reduces its load carrying capacity. Kadiagonal is also
removed in addition to the connection, the unbraced length of the leg is greatly increased, jeopardizing its load
carrying capacity. Failure of one leg can result in a structure collapse because there is no redundancy. Redundant
members and diagonals are critical tothe stability o/the structure.
CPDmakes nowarranties, expressed and/or implied, in connection with this report and disclaims any liability arising
from material, fabrication, and erection o/this structure. GPDwill not beresponsible whatsoever for, uronaccount of,
consequential or incidental damages sustained by any person, firm, or organization as a result of any data or
conclusions contained inthis report. The maximum liability of GPD pursuant to this report will be limited to the total
5/6/2019
Tower Mast on 76'-0" Rooftop — Structural Evaluation AT&T USD: 74846
APPENDIX A
Structural Analysis Summary Form
5/6/2019
Structural Analysis Summary Form
HleName
9U•S9'r'3A
79445 MIr
741165(A609e
F4 Number
1907391
�tAa7Amrfd9
7$7919
CompriPermian 5meyds
GPO
Tenet Ink
Dew ton
MnIctu1 Type
Roonop
pneheeHek)M(lopelsheIAG.)
7614'
Shan MMM7adun
414
Drudge Model
IS
Bunang,0'aergs
Nmhmdled
5>le Ms4
070
2,1012017
541 Mall
Ga0
7111f2019
5713313
Breslau, S0 2MAnaryss
Camammne (irydr4zrrnorryc'Aa2•t7005
Ream SIn40ml Arepgs
,Co'w,o pit EnnlrsArmp em'ecl k: 77.09335
1171 7911
Revlous Bm4u21 Smelts
'e'ersna Smile Manrs0n e•ored o: C05265
511005
RnviousClualtual Analyse
GPO 01001k; 201777374,74849.03
5141717
M4470220n Orew4npa
7707,791 eS 19,7779,94,74846.03
5147077
Poll Mo49oo7iinn ImpeeMon
GPO Frond 5.7077723,04.7494677
U1612919
ConsOWUO Oranirlps
Gan Trojecl 7018713A434749.01 Rev, A
11777017
S Members
A53 Gr,9
h Bob
A326
Woe Anchors
`1654 Cr,
106H00
AnMIMPBIe Steel
ASS
Nate: Steel grades have Coen assumed based ono
14mpIR
mesnl*ed m4Rmums and Maas standards.
The Information contained In this summary report Is not to be used Independently from the PE
stamped structural analysis.
Design Pararelns
Design CodeUsed
7A3224,
ASCE 710 A 20171BC
Lootbn of Tann (county, State)
Rim Corny, WA
Nomelal Wind°Medlmph)
75 13-second gust)
Ice Thirinns lin)
1!4-
7145 Category 0,11, III, 13j
g
ERsmwe Category 17 C, DI
B
Topc{rapM0 Category!' to S)
Aluhsl5 Results PA Manuel II
EAIVIVR seo1d aFNwe+ProposedCOodnlas
fladdmnMoum(%)`
105.0%
lower Mat QM
19.391
WdlConneabre M1I
97,791
Pm1souse Cohmm Adequate?
Yn
• Capealies up to 5009 ele OMnc*amary enplreerinp'nefaalcn
and are considered onentaMe,
Antenna
Mount
1nmmissmn lime
Antenna QomH.45095
lt
Manna CL171
Quantity
type
Manufacturer
Model
Azimuth
Quantev
Manufacturer
Type
Quantity
Model
Mae
AOAd0mnl
ATV' IMG,uy
97
97
6
'Ann
Ten7c
BSA-49SSRBU0.H6 L
12S (23S 1345
1
Vn4A0wn
PI,Cbm Mount
9
Un0nowa
119"
CAM 'Dag
ART lashir,y
17
97
3'
Pam'
Yafvein
742765
t00121013A5
(la the Same Mount
1
OC Power
7/9'
Cao'e Tray
AT&T45MAy
97
97
3
PaHel
11a7Men
57610992
'2512355347
On the Sam Mono
4
FN.,'
II1'
6ableTray
ATVlartnty
97
97
9'
`4IA
aowerweve
LGe1,401
07 the Same Alaurl
ATVlean7y
97
97
3
Piller
'Wes
199TD500112039
On the Sane Moon
PTATMehtny
97
97
9
RAH
Mute' lace.
RR12160890
On Ire Sam Mount
ATV Mob(ly
97
97
3
RAN
ABale, Unem,
779'.4z794NCS.R
On the Same Mount
A7F1Moh7By
97
97
3
RAH
Alcaltlince'.
RRP11a017-071
On the Same Mount
7TAT Mornay
97
97
3
91711
Aleelol Nan!
RRP214014,5707
On the Sarno Mount
ATV Mntil ny
91
97
a
RAH
Acne Eaten:
B25RR114r3315
On In Sam Moum
'Air IMMOv
97
97
a
Sian
Rayedn
DC64960791F
On the Sam Fount
2
to
in
fe
of
Antenni
Mount
Transmission line
Antenna Owner
HMI IA1
Manna CI 17)
Quantity
Type
Manufacturer
Model
ninon
Qwm9y
Menufadstl
Type
Quantity
Model
Sloe
A0Rrhment Logone
A1A175457ly
97
97
3
aa'p
'term
90910966
1251235745
01MMe Eus7ng Mount
1
OC PVT'
71"
Coble Tray
ATAT M0I1•cy
97
97
7
Son
Reytao
OC91940.190
On the Eaishnu Mount
Fiber
112'
Cable Trey
AIATIMMty
S
9RH
Altatal Lucent
B66A•RRHIa45
--
Wall Mounted
A1dl Mohi'dy
•
3
RAH
Alcelel Loren:
Fles°RRH 474R B1414CWFRB'
Wall Motn'ed
AT
tot
M
1
InAi
amenm
Mount
Transmission line
Antenna 0wnerl�
Maul
!b'td�tfm
Amema CL(A)
Quaallay
Type
MaMlactu7l
Model
Azimuth
Quotes,
Manufacturer
type
Quarles
Model
SO!
A3arhmenl Lep1Toce
�e�
Tower Mast on 76'-0" Rooftop — Structural Evaluation AT&T USID: 74846
APPENDIX B
Tower Mast and Mount Analysis
5/6/2019
Gravity Area Loads:
DEAD LOADS
Grating =
Dead Load 1 =
Dead Load 2 =
Dead Load 3 =
10
N/A
N/A
N/A
psf
psf
psf
psf
LIVE LOADS
Live Load 1 =
Live Load 2 =
Roof Live Load =
N/A
N/A
20
psf
psf
psf
TIA•222{s: Mount Analysis Wind loading
NKWILA )WA6094) 74846
GPO Project It: 2018713.04.74846,04
Structure Information
Structure Type: Building
Structure Height, h= 76 h
Mount Centerline, a' 97 ft
Mount Gust Effect Factor, Gh= g,00
Risk Category: II
of Mount Components
Code Specifications
18C Edition: 2015
TIA/EIACode: G
Nominal Wild Speed (No kel= 85 mph (3•sgust)
Nominal Wind Speed (With ke) = 30 mph (}s gust)
keThickness = 0 in
Exposure Category: B
Topographic Inputs
Topographic Feature: N/A
Section Sets
No Ice
Ice Output
Side (longest
Calculated Do, for
0c,for ice weight
Area Type
User's Wind
Unshielded Normal Wind force
Unshielded Normal Wind
Mount Components
Member Type
Length(in)
seeing wind( (in)
Other Side (in)
ice weight (In)
(ink
(Round or flat)
K,
Multiplier
(Ib/ft)'
Force w/ Ice (Ib/N)'
Ice Weight Mir
HSSStandoff
Square/Rest.
62
3
3
4.24
flat
1.00
LW
7.99
0.00
0,00
Cross Support Angle
Angle
64
3
3
4,24
Flat
1.00
L00
8.08
0,08
0.00
Grating Angle
Angle
45
2
2
2.83
Flat
1.09
1.00
550
0.00
0.00
Conneclton Plate
Square/Rect.
18
6
0.5
6,02
flat
100
L00
10.52
0,00
0.00
Toe Rail
Pipe
150
3.5
3.5
350
Round
1.00
100
6.02
0.00
0,00
Hand Rail
Pipe
150
2,375
2.375
2.38
Round
L00
100
4.09
0.00
0.00
Kicker Connection
Square/Rect.
6
3
3
4.24
Flat
1.00
I.00
5,16
0.00
0.00
Kicker Angle
Angle
42
1
2
2.83
Flat
100
1.00
5,36
0,00
0.00
8'Mount Pip?
Pipe
96
2.375
2375
2.38
Round
100
1.00
4.09
000
0.00
4'Mount Pipe
Pipe
48
2.375
2375
2,38
Round
100
1.00
3.73
0,00
0.0
Tower Mast
Pipe
196
12
12
1200
Round
1.00
1,00
17.34
0,00
0.0D
Wall Mount Angle
We
36
4
4
5,66
Flat
1.00
0.00
0.00
0.00
030
Mod Plate
Square/Rect.
3
4
0.5
4.03
flat
1.00
0.00
0,00
0.00
0.00
Mod HSS Standoff
Square/Rect.
6
3
3
4.24
Flat
1.00
0.00
0,00
0.00
0.00
Mod Channel
Square/Rect.
11
5
1.9
5.35
flat
1.00
0.00
0,00
0.00
0.00
Number of Appurtenances
10
Appurtenances
Shielding
No lce
Ice Output
front Shielding
Side Shielding
K,and/or block
Noire Wind
Wt(Ibs((no
Normal Wind Forcomoo hv/
Appurtenance Model
Loading Elevationift)
Height (in)
front Width (in)
Side DapthCm)
WtOhs)
Type for Area
WtOhs) (antice)'
(%)
NI
shielding
Force pbs)'
ice)'
ice)'
(6) BS44M65R•8UU-95 1
97
72
28.5
9.7
101
Flat
0%
0%
1,00
294.65
101.00
0.00
0.00
(3) 80010966
97
96
20
6.9
114,6
Hat
054
054
1,00
298.89
114.60
0.00
030
(3) 80010892
97
106
14.8
6.7
97
Hat
ON
054
1,00
26356
97.00
0.00
0.00
(3) 4F70400110030
97
12.4
8,9
23
20
Hat
10054
0%
1.00
0,00
2030
0.00
0.00
(6) BRH2a60'860
97
18.7
11,4
9
SO
Hat
50%
0%
1.00
15,29
50A
0.00
0,W
(3) RRH4a25-WC54R
97
34.7
13.2
11.3
91
Hat
SO%
PIE
1.00
33.01
91.00
0.00
030
(3) RRH2a40W071
97
20.5
10.63
8.9
60
Hat
50%
0%
1.00
15,63
60.00
0,00
0,00
(3) RRH2a40W07A0
97
19,3
10.63
9.1
52,4
Flat
50%
0%
1.00
14.71
52.40
0.00
0,00
(6) B25RRNda30411
97
21.4
12
7.2
51
Flat
50%
0%
1.00
18.42
51.00
0.00
0A
(5) 0064860418F
97
24
11
11
32.8
Round
50%
0%
1.00
11,05
32,80
0,00
0,00
"Allfamwrunfadaed.
T1A•222•G; Mount Analysis Seismic Loading
TUKWILA (WA6094) 74846
GPD Project 4: 2018723.04.74846.04
Seism) Force Calculations per ASCE 7 Section 13,5.1
Ss'
1.454
USGS Design M4;51701311SI80
Si:
0.542
USGS Dean M40170111151BC1
S7:
0.969
45(E7.I0,5e41n 11.4.4
IP=
1,000
ASCE 7d0,sedion 13.1.3
a=
97.00
hine4M in swtNrt al pintolmnne1onl
h=
76.00
Blavraaeroe seOMofswaurel
=
1,00
4SCE 7'I0,Seaioo 11,3,1
Wind (o%,Qrn;
Section Sets
Seismic Coefficients
Seismic Forces
Mount Components
loading Elevation (ft)
Length (in)
Area(In7)
Densiy(pcf)
Wt11bs)
an
Seismic Lateral
Force, F4
Seismic Vertcal
Force, E,=
HSSStandof
97.00
62
1.89
527
35,74
2.50
2.50
4156
6.93
Cross Support Angle
97.00
64
1.09
490
19.78
2.50
2.50
23.00
3.83
Grating Angle
97.00
45
0.722
490
9.21
2.50
2.50
10.71
1.78
Connec@on Plate
97.00
18
3
490
15.31
2.50
2.50
17.80
2,97
Toe Rail
97.00
150
2.228
490
94.77
2.50
2.50
110.20
18.31
Hand Rail
97,00
150
1.075
490
45.72
2.50
2.50
53.16
8.86
Kicker Connection
97,00
6
1.89
527
3.46
2.50
250
4.02
0.67
Kicker Angle
97.00
42
0.944
49D
11.24
2.50
2.50
13.07
218
8 Mint Pipe
97.00
96
1.075
490
29.26
2.50
2.50
34.02
5.67
4 Mint Pipe
97.00
48
1.075
490
14.63
2.50
2.50
17.01
2.84
Tower Mast
97.00
196
14.638
490
813.56
2.50
2,50
946.01
157.61
Wall Mount Angle
97.00
36
5,44
490
55.53
2.50
2.50
64.57
10.76
Mod Plate
97.00
3
2
490
1.7
2.50
2.50
1.98
0.33
Mod HSS Standoff
97.00
6
3.39
527
6.2
2.50
2.50
7.21
1.20
Mod Channel
97.00
11
264
490
8.23
2.50
2.50
9.57
1.59
Appurtenances
Seismic Coeficents
Seismic Forces
Seismic Lateral
Seismic Vetical
Appurtenance Model
Loading Elevation IftI
Height Iin)
Front Width
Side Deth lini
Wt IIbsI
e
RP
Force,F,.
Force, E,=
(61 135A.M654-BUU•86 t
97.00
72
28.5
9.7
101
1.00
250
46,98
19.57
(3) 80010966
97.00
96
20
6,9
114.6
1.00
2.50
53.30
22.21
(3) 80010892
97.00
106
14.8
6.7
97
1.00
2.50
45.12
18.80
(3) KFTDR00110030
97.00
12.4
8.9
2.3
20
1.00
2.50
9.30
3.88
(6) RRH2x60.850
97.00
18.7
11.4
9
50
1.00
2.50
23.26
9.69
(3) RRH4x25-WC5-06
97.00
34,7
13.2
11.3
91
1.00
2.50
42,33
17.64
(3) RRH2x40W-07L
97.00
20.5
10.63
8.9
60
1.00
2.50
27,91
11.63
13) RRH2x40W-0741
97.00
19.3
10.63
9.7
52.4
1.00
2.50
24.37
10.16
(6) 02544H4x30-46
91.00
21.4
12
7.2
51
1.00
2,50
23.72
9.88
IS) 026-48.60-0.89
97,00
24
11
11
32.8
1.00
2.50
15.26
6.36
IGPD
Lester, Connor
GPD Project #: 2018723.0..
TUKWILA (WA6094) 74846
Rendering
SK - 1
Apr 30, 2019 at 12:38 PM
Tower Mast.Loaded.r3d
GPD Lester, Connor
GPD Project #: 2018723.0...
TUKWILA (WA6094) 74846
Section Sets
Section Seta
HSS Standoff
Cross Support An6
Getting Angle
Canneciron Plate
Toe Rail
Hand Rail
Kicker Connection
Kicker Angle
8' Mount Pipe
4' Mount Pipe
Tower Mast
Wall Mount Angle
Mod Plate
Mod HSS Standoff
t Mod Channel
Column
t , RIGID
LSK 2
Apr 30, 2019 at 12:39 PM
Tower Mast.Loaded.r3d
5.666Ib/9
-257.2
-120
189.241b
189.2
8.34
Loads: LC 53, 1.2 DL • 1 LL 0.5 RLL 1.6 W 270°
GPD
Lester, Connor
GPD Project #: 2018723.0...
TUKWILA (WA6094) 74846
Governing Load Combination
SK - 3
Apr 30, 2019 at 12:53 PM
Tower Mast.Loaded.r3d
Member Code Checks Displayed (Enveloped)
Results for LC 1, 1.4 DL
GPD
Lester, Connor
GPD Project #: 2018723.0...
02
es1
TUKWILA (WA6094) 74846
Member Capacities (Bending)
Code Check
( Env)
No Cate
111
90-1.0
75k90
50-75
a_so
SK - 4
Apr 30, 2019 at 12:54 PM
Tower Mastioaded.r3c1
Member Shear Checks Displayed (Enveloped)
Results for LC I, 1.4 DL
GPD
Lester, Connor
GPD Project #: 2018723.0...
TUKWILA (WA6094) 74846
Member Capacities (Shear)
Shear Chea
Eon,)
Calc
75.. 90
50-75
It 0, 50
SK - 5
Apr 30, 2019 at 12:55 PM
Tower Mast.Loaded.r3d
Plate
Von Mises Top
Psi
)LC 38)
31.
284
I25.2 22
18.8
15.6
12.4
6_ 96.2
Envelope Plate/Shell Principal Stresses
4 -i-
1
Plate
S.,.
Sigma1 [ .
L...
Sigma2 [..
L.
Tau Max ...
L..
Angle [rad]
LC
Von Mises [ksi]
LC
P645
max
T
27.012
10
.127
18
16.645
38
1.599
23
33.201
38
2
min
-.193
54
-33.112
38
.623
23
-.743
22
1.19
23
3
max
0
20.161
10
.866
10
11 878
38
1.296
56
24.311
38
4
min
-1 073
38
-24.63
38
.398
56
-.457
55
.787
22
Results for LC 35, 1.2 IX + 1 LL • 0.5 RLL • 1.6 IN 183'
GPD
Lester, Connor
GPD Project #: 2018723.0...
2.8
Governing Plate Stress = 33.2 ksi / 36 ksi = 92.2%
TUKWILA (WA6094) 74846
Plate Stresses
SK - 6
Apr 30, 2019 at 12:58 PM
Tower Mast.Loaded.r30
Company
Designer
Job Number
Model Name
: GPD
: Lester, Connor
: GPD Project #: 2018723,0474846,04
: TUKWILA (WA6094) 74846
Apr 30, 2019
12:49 PM
Checked By:
Hot Rolled Steel Properties
Label , E [ksi] G Aksi] _ Nu
A992 29000 . 11154 .3
2 A36 Gr.36 29000 11154 .3
3 A572 Gr.50 29000 11154 .3
I_ 4 A500 Gr.B RND , 29000 , 11154 .3 ,
5 A500 Gr.B Rect 29000 11154 .3 1 .65 .527 46
6 A53 Gr.B ' 29000 11154 .3 .65 .49 35
7 A1085 , 29000 , 11154 .3 1 .65 .49 50
Concrete Properties
Therm 01 E...Densitylk/ft.., Yield[ksi]
.65 50
.65 .49 36
.65 .49 50
.65 .527 42
Ry Fu[ksi] Rt
1.1 65 1.1
1.5 58 1.2
1.1 65 1.1
1.4 58 1.3
1.4 58 1.3
1.6 60 ,_,,,,,1.2
1.4 65 1.3
Label E lksi]
1 Conc3000NW 3156
2 , Conc3500NW 3409
_3 , Conc4000NW _ 3644 _
4 Conc3000LW 2085
5 Conc3500LW , 2252
6 Conc4000LW 2408
Hot Rolled Steel Section Sets
G jksi] Nu
1372 .15
1482 .15
1584 .15
907 •15
979 .15
1047 „ .15
Therm 01E.Densityjk/ft.„
.6 .145 ,
6 145
.6 .145 I,
_ .6. .11
.11 ,
.11
fclksj] Lambda Ftex Steel[... Shear Stee...
3 1 60 60
3.5 1 60 60
4 1 1 60 , 60
3 .75 _ 60 60 1
3.5 .75 60 60
4 .75 _ 60 60
Label
1 HSS Standoff
2 Dross Support Angle
_ 3 Grating Angle
[ 4 Conneciton Plate
5 Toe Rail
Shape
HSS3X3X3
L3X3X3
L2x2x3
PL6x8
P3 STD
6 Hand Rail P2 STD
7 Kicker Connection. HSS3X3X3
8 Kicker Angle L2x2x4
9 8Mount Pipe , P2 STD
10 4' Mount Pipe P2 STD
11 Tower Mast P12 STD
12 Wall Mount Angle , L4X4X12
13 Mod Plate PL4x8
14 Mod HSS Standoff HSS3X3X6
15 Mod Channel C5X9
Concrete Section Sets
Type Design List
Beam ! SquareTube A500 Gr..., Tvpica
Beam , Single Angle
, Beam , Single Angle
Beam None
Beam Pipe
Beam Pipe
Beam SquareTube
A36 Gr.36 Typica
A36 Gr.36 Tvpica
'A36 Gr.36 Typica
A53 Gr.B , Tvpica
A53Gr.B Typica
A500 Gr..„ Typica
Beam SkigJe_Angl_e AA3563 GGr ,3BT
6 Typjypiccaa
Column * Pipe
'Column , Pipe A53 Gr.B Typica
Column , Pipe A3563GGrr..3B6 TypicaTvpica
, Beam Single Angle A
Beam None A572 Gr... Tvpica
Beam SquareTube A500 Gr.... Typica
Beam Channel A992 1 Typica
Material Design R.., A f1n2] tyy fin4j, Jzz lin4j. „Jfin4]
1.89 2.46
1.09 .948
.722 .271
3 .063
2.228 3.017
1.075 .666
1.89 I 2.46
.944 , ,346 .346 _ .021
, 1.075.666 , 1,331
1.075 , .666 .666 1.331
2 .042 2.667 .154
3.39 3.78 3.78 6.64 I
2.64 .624 8.89 .109
14.638 282.733 282.733 565.465
5.44 7.62 7.62 1.02
2.46 4.03
.948 .014
.271 .009
9 .237
3.017 6.034
.666 1.331
2.46 4.03
Label Shape Type , Design List Material ,Design Rules A jin2] lyy [in4] Izzjin4] J [in41
1 Column CRECT29.5... Column Rectangular Conc3000NW DR1 442.5 8296,875 32090.469 22556.25
Joint Boundary Conditions
Joint Label X [k/in]
1 BOTCOLUMN Reaction
Member Primary Data
Y [k/in] Z [k/in]
Reaction Reaction
X Rotjk-ft/rad] Y Rotjk-ft/rad] Z Rotjk-ft/rad]
Reaction Reaction Reaction
1
2
3
Label I Joint J Joint K Joint Rotate(d_,
M1 NI96 , N1 _
M2 N97 N2
M3 N99 ! N3
Section/Shape
HSS Standoff
HSS Standoff
HSS Standoff
Type Design List Material Design Rul,„
Beam SquareTube A500 Gr...1 Typical
Beam SquareTube A500 Gr... TypicalJ
Beam SquareTube A500 Gt...., Typical
RISA-3D Version 17.0.0 [T:\...\...\...\Rev. 0\RISA 3D\Tower Mast.Loaded.r3d] Page 1
Company
Designer
-�X Job Number
Model Name
� GPD
�Lester, Connor
� uru 723.04./484604
Checked By:
Apr 30, 19
12:49 PM
Member Primary Data
Label |Joint
[^--
W15 . NG
J Joint
N7
N9
7, ^ M7 N10 . N11
r
� 8 _ _ M8 N12 N13
19 - [NS _ N14
�1D - ' N110 N18
N15
N17
11 - |Mill N18 N18
-13 yN13 N32 N23
.14 -''yW14 N24 -_N25
_16 - -_K816 - -N28 N29
, 17 - K817 ]N30 N31
� 18_ &M8 N32 / N33
-
K Joint
!
21 N121 N38 N39
�
Z4 -_M24_ . N44 N45
26 ' M2G N48 N49
27_ K827 N50 _ N51
29 _ [N29 N101 N53
3Q K83U . N103 N54_.
31 NY31 N1U4 N11O
32 yN32 N105 N111
33-_ K833 N106 N112 .
.34 _ ;N34 N107 N113
-35_ N135 N108 N114 .
37 _�YN37 N55 N5G ^_
38 -K838��`__.N68 _
39 N13Q N58 N80 �
40 KX40 N81 N62
�42_M42 NGS
�
^
�
Romte(d- Section/Shape _ Tvne neoiqnUm Material oeoiqnRu|,
180 Cross Support Angle Beam _Single Angle A36 Gr.36 Typica
180 Cross Support Anqle `Beam Single Angle/36 Gr.36 Tvpica
180 Cross Support Angle Beam Single Angle .A3OGr.36 Typica
GnadnqAng|e Beam Single A»ule,A3*sc36 Typice
Grating Angle Beam Single Angle A36 Gr.36 Typica
GradingAnq|e 'Beam Single Angle A36Gr.30 Typica .
Grating Angle Beam Single Angle «36 G,.ns Tvoica j
^ GratinqAn le Beam Single Angle A36Ek36
+_ GnatinqAngle Beam Single Angle �Aoeo�3s Typ�a �
� ConneodonP|aba iBeam None A36 Gr.36 Tv
-gica__
___ ConnecitonP|ateBeam YNone, A36G,.36 Typica
| . CnnnecitnnP|eta Beam None Aaso,.un. Typice_`
ConnecitonP(ate Beam None A�0G'.a6 ]ypioa / ConnecdonP|ate Beam None A»a 5O Tvpica
ConneoitnnP|mte Beam None .�osa'�»e ica
Toe Rail Beam Pipe A53G«B Typico
Toe Rail Beam Pipe A53 Gr,13 Tvpica
Hand Rail Beam, pipe K5--3 Gr.13 TVp:1qa
Hand Rail Beam_ Pipe *53Gr.13 Typica
Kicker Connection Beam SquareTube AaOOGr .'/ Tyoica
Kicker Connection Beam ,SquareTubexo0OGr ._ Typica
_ Kicker Connection Beam ��n[r Ty��
K�kerConnec ion � Beam 8quamTuUe A5O0[r-/ Typica
Kicker Connection Beam . SquereTvbo AnonGc, Typico
_ Nu�r�mn�t�n�am
0 ^ Kicker Angle ,Beam S i�u8nQ�A�Gr3O T��o
80 Kicker Angle Beam
180 Kicker Angle
Beam 3inVleA»9leGr.,36, Tygkqp
_ 80 Kicker Angle Beam Single Angle A36 Gr-36i_IYPkca
180 Kicker Angle Beam Single Angle,A36 Gr.36, Typica
8'MontPipa Column Pipe �53 Gr.a Typica
EyMount Pipe Column, Pipe 453G B
�
-43- M43 -N67 N88
i 44 _ 8��� _ NGS . N70 .
45 M45 _ N71 ' 2N72
L46 _ -W4�- |N7�N74 _
47-- ��4ZN�5_ N76
L48 _ M48 N77 N78
_49 M49 . N79' N80
_50 K850 N81 N82 �
_�1 ^ K851 . 1\883N84__ '
_52 _ KU52 _ N85N86
5� _ K853 _ N87 N138
_ [N54 N@8- yJ8A_--
�� K855 N8O N81
| 58 ` NY56 NB2 033 - �-
57 N157 NS4 N 9 5
�9 ' /M59' N88-- N97
8' Mount Pipe Column Pipe *oosr,a Typica
8'Mount Pipe Column Pjpa AsuGr.o! TyQica
8'Mount Pipe _ _.nnmmn pipe- Aona,a Tyyica
8' Mount Pipe Column Pipe m53crm
��oun*P�e ov��n _���__��maTypica
D'yNountPipo Column Pipe «»»ar�_�_]yQca
EyMoumiPioe Column- Pipe A« GFB Typino
4'�ourdP�e Column, Pipe Au»G�a Tvp�a
' --- ~- / - ''-�-- - --- }
_ 4'Mount P�o oommn, _�soor�e Typica
4'Mount Pipe Column pipg A55Gr.B TyQica
~ 4' Mount Pipe Column pjpo A53EkB
_ Tower Mast Column Pipe aoom,u Tvpicm
-
Wall Mount Angle Beam �� �� �36 Typica
180 _ _VVa||[NountAngle Beam Single Angle AaeG,.ou Typica_
Wall Mount Angle . Beam 'Single Angle A36 Gr.36,� Typica7
-._180 Wall N1uun1Ang|e___^Beam .SingleAmQle x36 Gr.36 Typica
RIGID Nona None . RIGID yj�ica
_ RIGID .None None _RIGID TY
1RIG|D None None RIGID Tk:1 c ]
0GA'3DVersion 17.0.0 [Ti'LL\Rev.O\R|GA3D\Towe,Mast. Loaded. r3d]
Company
Job Number
Model Name
� GpD
� Lester, Connor
� GPD
1g
12:49 PM
Checked By:
Member PrimarV Data (Continued)
Label I Joint J Joint K Joint Rotate(d...
81 M61 / N102 N100
mm� m/u� m/v/
03 M63 N102~ N103
| [NG4 ' N1U4 N105
| �
65 M85 N108 N107
| 6G K�68 F N1O8 N109
' /
67 M67 i N110 N111
88 M88 N112 N113
GS MGS N114 N115
| 70 M70 ' N116 | N117 '
71 . M71 . N118 N113
72 M72 N121 N120
/
73 . M73
| 74 M77
M78
M79
M8U
M84
75
IF 76
. 77
| 78
N121 N122
N127 N128
N120 N13O
N132 N131
N132 N133
N138 N141
79 K885 N138 . N143
80 K086 N138 N145
81 K087 N138 ' N147 `
82 K888 N138 N149
83 M89 N138 N151
85 N191
[86 M02
N138 N13S
87 N103 N139 N141
88 yN84 . N141 N143
03 N195 N143 N145 '
K___M@G . N145 . N147
91 YN97 . N147 N149 .
! 92 M98 N148 N151
93 M09 N151 . N153
95 N1101 N141 N142
96 N1102 N143 N144
�
199 M105 N149 N150
16O K81O6 N151 N152
101 N1107 N153 N154
102 K01D8
103, N11OO
104, N111O
105 N1111
N166 . N156
�N157 N158
N159 N16O
N1G1 N162
108 N1112 N163 N164
107. YN113
1O8_ YN1t4
1Ug YN115
`
!
111 K8127
[112 M112A
113 YN113A
Ll 4 N1114A
115 N1116A
N205 N20S
N1078AN1079A
.N1080AN1081A1
.N1082AN1083A
N1084AN1086A
118' N111G N1U87AN18OGA'
117 N1117 .N1087AN1088A
Section/Shape
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
FUG|O
R|{3|Q
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
R|S|O
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
RIGID
None
F0GIl___
R|(3|D
RIGID
RIGID
RIGID
Wall Mount Angle
180 | Wall Mount Anq|e
RIGID
RIGID
RIGID
RIGID
Type Design List Material Design Rul...
None None RIGID Twicu
.None . None . RIGID 'IypJca
None None RIGID Typica
_None None RIGID Typicm
None / None . RIGID Typico
None None RIGID Typica
�
|
J
Nona . None . RIGID Typica
None None RIGID Typica
/None . None RIGID Typico
�None_ None RIGID ica_None None RIGID Tvpica
None RIGID . Typico !
iNone Nona RIGID Typica
Nona None RIGID 'ica
/vv �
None None RIGID `�a
. i
.Nona None RIGID Typico \
None None RIGID Tvpicn
None None FUG0 _Typica|
None None RIGID Tvpio
None None RIGID �a ]
| � ~'
.None None RIGID TY0ica
None None RIGID Typico ]
None None RIGID Tvpica
None None R|(3|D Typico
None None RIGID Tvpica
None None
None None
None None
.None . None
None_ None
RIGID Typicm
RIGID Tvpica
RIGID Typica
R|G|O
RIGID Typic
None None FOG|O Typica
�None None RIGID Tvpico |
None None RIGID Typio
�None None RIGID Typica
None None RIGID Typica
Nona None RIGID Typica
�None None RIGID Typica
None None RIGID Typica
None None RIGID Typica
None None RIGID Typica
None None RIGID Typkm
None None RIGID Typica
�None None RIGID Tvpica
None None RIGID Typica
�None None RIGID TvPica
None None RIGID Typica
None None RIGID Typico
!None None _FBG|[> Typica
None None RIGID Typica
None None RIGID Typica �
! !
None . None R1(3|D Tvpicm
Beam Single Angle A36or.36 Typica
None None ! RIGID Typica
None None RIGID Tvpica
None None RIGID ica
None_ None -R|(3K] Typkm
0SA-3OVersion 17.0.O [T:LLL\Hev.O\R|SA 3D\TowerMast. Loaded. r3d] Page
Company : GPD Apr 30, 2019
/ Designer : Lester, Connor 12:49 PM
Job Number : GPD Project #: 2018723.04.74846.04 Checked By:
Model Name : TUKWILA (WA6094) 74846
Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotate(d... Section/Shape Type Design List Material Design Rul...
[118, M.118 N1092A N1096 RIGID None . None _ „ RIGID , Typica j
119 M119 N1089A N1093A RIGID None None RIGID Typica
120 M120. N1090AN1094A RIGID None None RIGID Typica.]
121 . M121 N1091A N1095 RIGID , None + None , RIGID Tvpica
[ 122 _ M124 N1098 , N1100 , Mod HSS Standoff __Beam SquareTube A500 Gr...Typica_
123 M125 N1097 , N1099 + - Mod HSS Standoff i Beam SquareTube A500 Gr.., Typica
[ 124 _ M126A N1100 N1102 _ Mod HSS Standoff „Beam , SquareTube A500 Gc..., Typica
125 M127A N1099 1101 + Mod HSS Standoff Beam SquareTube A500 Gr. Typica N
[126 _ _ _M128 _ N1106 y N1104 , , 270 Mod Channel Beam Channel _ A992 Typica
127 „_ M129 , N1105 N1103 270 , Mod Channel Beam Channel _ A992 Typica
[ 128 _.. M130 N1104 TOP_INT 180 Mod Channel Beam Channel A992 , Typica
129 M131 _._ N1103 TOP_EXT 180 ,, Mod Channel , Beam , Channel A992 Typica
[130 M132 TOP,JNT TOP_EXT Mod Plate Beam None A572 Gr.... Typica
131 M131A N1119 N1112 RIGID None , None RIGID , Tvpica
[132 M132A , N1117 , N1114 RIGID None _ None . _RIGID Typica
133 ' M133 N1115 N1119 Mod Plate Beam None A572Gr..., Typica
[.134 .__.M134 N1112 N1116
135 _ M135 N1113 N1117
[136 M136 N1114 N1118
1
1
Mod Plate ' Beam None A572 Gr..., Typica ,
137 T M138 N1102 N1101 270 , Mod Plate Beam None A572 Gr. Typica
[ 138 M138A TOPCOL.;BOTCOL..; Column Column Rectangular Conc300' , DR1
139 _ M139 TOP CE..TOPCOL... RIGID _ . None None RIGID Typica_
[ 140 . M140_ _ TOP_EXT.TOPCOL... RIGID . None None RIGID , Typica j
141 _ M141 „TOP_INT TOPCOL..,. RIGID , None None RIGID Tvpica
[142 M142 MID_INT N1124 RIGID None None RIGID Typica
143_M143,MID_EXT N1124 , ,. RIGID None_ None, RIGID Typica ',1[ 144 „_ M144 BOT_INT!N1125 r RIGID None None RIGID Typica
145,, M145 BOT EXT N1.125_ RIGID „None * None RIGID • Typica _.
[14. _ M146 N171 N1126 RIGID None t None RIGID Typica j
147 M147 N172 N1126 RIGID None None RIGID Tvpica
[ 148� M148 N173 N1127 RIGID None None + RIGID Typica
149, M149 , N174 N1127 , RIGID None None ,. RIGID . Tvpica
[150 _ M150 N175 N1128A _ RIGID None , None RIGID Typica
151 _ M151N176 . N1128A _ v RIGID None None , RIGID ,, Typica
[152_M152 __. N1129A N1130A + 4' Mount Pipe Column pipe ,A53Gr.B Typica
153 M153 N1133 N1134 RIGID None None RIGID 1 Typica
Hot Rolled Steel Design Parameters
Mod Plate Beam None A572 Gr...,Typica
Mod Plate Beam None A572 Gr..., Tvpica
Label Shape Length.. Lbyy[inj , Lbzz[in] Lcomp to... Lcomp bo..;L-tor... Kyy Kzz Cb Funct...
1 , M1 HSS Standoff 61.939 .65 .65 Lateral
1 2 , M2 , HSS Standoff 61.939 ..65 , .65 , .Lateral
3 M3 HSS Standoff 61.939: .65 65 _Lateral
j 4 M4 Cross Support Angle , 64.036- 1 1 , ;Lateral
5 M5 Cross Support Angle 64.036 1 1 ',Lateral
6 M6 Cross Support Angle , 64.036 1 1 , 'Lateral'
,
7 M7 Grating Angle 45.492 1 1 :Lateral
1 8 M8 , Grating Angle . 45.49 . 1 r 1 , Lateral1
9 M9 Grating Angle 45.49 1 1 ',Lateral
10 M10 Grating Angle 45.492 1 1 Lateral',
11 M11 Grating Angle 45.492 1 1 Lateral
1 12 M12 Grating Angle 45.492 1 1 Lateral',
13 M13 Conneciton Plate 18.546 1 1 Lateral
1 14 M14 , Conneciton Plate 18.546 1 1 'Lateral'
15 M15 Conneciton Plate 18.546, 1 1 Lateral
1 16 M16 Conneciton Plate 18.546 _ 1 1 Lateral)
RISA-3D Version 17.0.0 [T:\...\...\...\Rev. 0\RISA 3D\Tower Mast.Loaded.r3d] Page 4
Company
Designer
Job Number
Model Name
: GPD
: Lester, Connor
: GPD Project #: 2018723.04.74846.04
: TUKWILA (WA6094) 74846
Apr 30, 2019
12:49 PM
Checked By:
Hot Rolled Steel Design Parameters (Continued)
Label Shape
17 M17 Conneciton Plate
18 M18 Conneciton Plate
19y M19 Toe Rail
j 20 M20 Toe Rail
21 M21 Toe Rail
L 22 M22
23 , M23
24 M24
25 M25
Lengt_h.., Lbyyjinj Lbzz[inj
18,546
18.546
, 150 ,
150
150
Hand Rail 150
Hand Rail
Hand Rail
Kicker Connection
150
150
6
Lcomp to Lcomp bo..,L-tor... Kyy Kzz Cb
1 1
1 1
1 1
1 1
1 1
1 1
Funct...
Lateral
Latera
Lateral
Lateral'
Lateral
Lateral
1 1 Lateral
1 1 Lateral
1 1 'Lateral
26 M26 Kicker Connection
6
27 M27 Kicker Connection
r 28 M28 Kicker Connection
29 M29 Kicker Connection
L30
31
32 m
33
34
35
r 36
37
38
39
40
41
42
43
M30 Kicker Connection
M31 Kicker Angle
M32 Kicker Angle
Kicker Angle
M33
M34
M35
M36
M37
M38
M39
M40
M41
M42
M43
44 M44
45 + M45
Kicker Angle
Kicker Angle
Kicker Angle
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
8' Mount Pipe
6
6
6
6
41.469
41.469
41.469
41.469
41.469
41.469
96 Segment Segment,
96 Segment Segment,
96 Segment Segment
96 Segment Segment
96 ,Segment Segment,
96 Segment Segment
46 , M46 , 8' Mount Pipe
47 M47 8' Mount Pipe
L 48 , M48 8' Mount Pipe
49_, M49 4' Mount Pipe
50 M50 4' Mount Pipe
96 ,Segment Segment,
96 ;Segment Segment
96 ,Segment Segment
96 ,Segment,Segment,
96 Segment,Segment,
96 Segment.Segment
48
48
51 M51 4' Mount Pipe ; 48
52 M52 4' Mount Pipe 48
53 , M53 Tower Mast 196_
54.... _....M54 „.Wal Mount Angle 36
55 M55 Wal Mount Angle 36
56 M56 Wal Mount Angle 36
1 1
1
Lateral
iLateral
Lateral'
1 1 Lateral
1 1 Lateral]
1 1 Lateral
1 1 Lateraj
1 , 1 Lateral
1 1 Lateral
Lateral
1 ' 1
1 1 Latera
Seg... 2.1 2.1 Latera
Seg... 2.1 2.1
Seg.... 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
Seg.., 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
Seg... 2.1 2.1
2.1 2.1
2.1 2.1
Lateral
1Lateral
Lateral;
Lateral
Lateral]
Lateral
.'Lateraij
Lateral
Lateral
Lateral
Lateral
Lateral
Lateral
2.1 2.1 .Lateral
2.1 2.1iLateral
2.1 2.1 Lateral
1 1 Lateral
1 1 'Lateral
1 1 Lateral'
57 M57 „ Wal Mount Angle 36 1 1 Lateral
58 M112A Wal Mount Angle 36 1 1 Lateral'
59 M113A Wal Mount Angle 36 ; 1 1 Lateral
60 M124 , Mod HSS Standoff 6 , .65 .65 Lateral'
61 M125 Mod HSS Standoff i 6 .65 .65 _ Lateral
r62 M126A ,� Mod HSS Standoff 6 , 1.2 1.2 Lateral
63 M127A , Mod HSS Standoff i 6 1.2 1.2 Lateral
L 64 M128 Mod Channel 11 Segment. Seg... 1.2 1.2 'Lateral
65 M129 Mod Channel 11 ,Segment Seg... 1.2 ' 1.2 Lateral
166 M130 Mod Channel 14 65 65 Lateral
67 M131 Mod Channel 14 ' .65 .65 Lateral
L 68 M132 Mod Plate 12 .65 .65 Lateral'
69 M133 Mod Plate 3 1.2 1.2 Lateral
70 M134 Mod Plate , 3 1.2 1.2 Latera]
71 M135 Mod Plate 3 12 1.2 Lateral
72 M136 Mod Plate 3 , 1.2 1.2 • Lateral
73 M138 __ Mod Plate 12 Segment_Segment $ gment_Segment Seg... _ 1.2 _ 1,2 _ Lateral
RISA-3D Version 17.0.0 [T:\...\...\...\Rev. 0\RISA 3D\Tower Mast.Loaded.r3d]
Page 5
Company GPD Apr 30, 2019
Designer 1z:4ynw
Job Number upo 748*6.04 Checked By:
Model Name TUKVVLA(mA0D94)7484O
Hot Rolled Steel Desicin Parameters (Continued)
Label Shope Lenqm.' Lbvv[in Lbzz[inl Lcomnhz'Lonmpbo,Ltor.` kvv Kzz Cb FuncL,
�74 ' M1E2 4'NountPipe _ _.48 _ 2.1 21 _-Lateral',
Concrete Column Desiqn Parameters
Loho Lu-yyDn Lu-zzUn Cm_yy Cm_Zzr KYy Kzz y»way zsway ker Fec.. Flexuc'Shee -
1 KU138A Column 192 . Use [l'Use Ll'
Basic Load Cases
BLC Description.Category X Gravity YGravity ZGravity Joint Point Distributed AeaVNo- Surface(,'
1 Dead | DL | '1 � 58 3
� 2 _ NoIce N0ndO" None . 58 ' 53-- --- --`
3 � _K�1ceVW�3O° None . 116 84
� 4 NoIce Wind 8U" 1 None 116 108
r 5 � NokmW��d�None 58 47
i 8 _NoIce Wind 12U" ]None 116 106 _ ]
7 _N�Ice VWnd15O°� Nona ~ | _ 116 84
[ NoIce VWnd1DO° None - --- ' - 58 53-- ---- - l
' ---No|msVy�d21O"--�� '� None -�--11S �4 --- |
[ °' ---' '---�
��8 _N�]��VV�d�4D°/ None 116 _ 186
11 ^NoIce VWnd27O"�- None � 58 47
[ -- ' \
� 12 _No|c�VWnd3OO" None � 118 106
18 .NoIce Wind 33O° None . _ 11G 94
�
� -' - - --- l
14 _ - Live LL
,15 _ Roof Live RILL . � 3
---�
L16 - ,Snow QL 3 ~ - - ' r - -
, 17 _ EOy_ ELy _ __. ^_ / 17 74
1.18 _ __EOX_ _ELX . 17 +_74 - -- - --J
1� BQZ ^ ELZ . ^ 17 � 74
' --gL�1�a i Amu -- - --- - -' - - l
�2O »»�n None _ . S1 _r � -�L�1 Tmvm�xA�_---' ---- - - - -
21 5 . None . 51
Load Combinations
Description So.S.'0LCFac..BLC,Fac.,����..BLCFac.JBLC.Fac..��Fac,.BLCFac'�Fac..
1.4DL
2Yes \, DL 1.4 U O O
���L���n���n-~�ea ` ��L'12 LL-1Gn�L� ' ----O--- 0--- 0 -'----'
^-= __ --- . - . ..� . - -
�3 1.2O�+1�LL+� _ DL 1.2 LL.1.G, SL .5 _ � O O- O �
l�OL+1LL��6 _ DL1.2 LL 1 RLL1.G O .D_ D_ _ �l
-/5 �.�DL+1 U';T*.� -- DL.1.2 LL, 1 SL1]6 0 0 O
G �2DL+1.6RLL+0.�ea Y DL 1.2� RLL1.G 2 .8 / 0 D 0
7 1�DL+1�SL K DL 1.2 SL 1G 2 *8 �O D O
[ D 1�cu+ �OL1.2�LL 1 52 1�G' D 'D O ! |
. / - -
9 ��nL+1uL �� � DL'1.2 LL 1 SL 3 2� ^ O 0_ U
[ 18 �g[u+ - _ � - . U-� U / l
- ��DL ---� - ' - ----� - �-^--- - ----�
11 _ +/�n�� n 1�� e�� 1]S 3 | �D O 0 �- -D^
- - - -1
� �� 12DL+1��L � _ �L12__ _ �_GL.1�S_�_�8 _ _ 01 U
13 1�DL+1 LL+�- 5Yea Y DL 1.2 LL 1 RLL .5 3 1.6| � O U U
[ 14 �YDL_+i ii�b.5-Y*» Y DL 1.2 LL 1 GL .5 3 1.6 O O_ O
r1S �.9DL+1.6VV@ 30* Y^ DL .S 3 1.6 O O O
� 1.12DL+1�RLL O yDL1.2/ __ RLL1^G 4 �D / O O _ |
12oL+1�s�+� -Y DL'1.2 GL1.G-4 ^8' �O O ---
1-7 -
r18 1�DL+1uL+�5' Yes ----1�2 - 1 RLL S �4- - -O-�---- --8- � |
- �--- - --_'' "^ `� ��| � --_- .-_'- _-y�-
1S 12DL+1LL+�5-DL 0L1.2 LL 1 u�� 5 4 1]6^ U 0 D
R|SA'3DVersion 17.U.0 [TA LL\Rmv O\R|8A8D\TowerMast. Loaded. r3d] Page
L 26 1.2 DL + 1.6 RLL + 0..'Yes
Company
Designer
Job Number
Model Name
: GPD
: Lester, Connor
: GPD Project #: 2018723.04.74846.04
: TUKWILA (WA6094) 74846
Apr 30, 2019
12:49 PM
Checked By:
Load Combinations (Continued)
20
21
Description So..P... S... BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..BLCFac..
0.9DL+1.6W@60°Yes Y
1.2 DL+ 1.6 RLL +0..Yes Y
22 1.2 DL+ 1.6 SL+0....Yes y
23 1.2 DL + 1 LL + 0.5 ...Yes y
24 1.2DL+1 LL+0.5...Yes y
25 ,0.9 DL + 1.6 W @ 90° Yes y
Y
27 1.2 DL + 1.6 SL + 0....Yes Y
28 1.2DL+1 LL+0.5...Yes' y
29 1.2 DL+ 1 LL+0.5...Yes y
30 0.9DL+1.6W@1...Yes
31 1.2 DL + 1.6 RLL + 0.. Yes, y
32 1.2DL+1 6SL+0....Yes� Y
33 1.2 DL + 1 LL+0.5... Yes
�34 1.2 DL + 1 LL + 0.5 ...Yes y
35 0.9 DL + 1.6 W @ 1... Yes y
36 1.2 DL + 1.6 RLL + 0.. Yes. y
37 1.2 DL + 1.6 SL + 0.... Yes y
38 1.2 DL + 1 LL + 0.5 ... Yes y
Y
r 39 1.2 DL+ 1 LL+0.5 ...'Yes Y
40 0.9DL+1.6W@1...Yes y
41 1.2 DL + 1.6 RLL + 0..Yes y
[42 1.2 DL + 1.6 SL + 0.... Yes y
43 1.2 DL + 1 LL + 0.5 ... Yes Y
r 44 1.2 DL+ 1 LL+0.5...Yes y
45 0.9DL+1.6W@2...;Yes', y
46
1.2 DL + 1.6 RLL + 0.. Yes y
DL' .9
DL 1.2
DL! 1.2
�--
DL 1.2 LL 1
DL 1.2 : LL 1
,DL .9
DL 1.2
DL 1.2
DL 1.2 LL 1
DL 1.2 LL 1
, 4 1.6
RLL' 1.6 5 8
SL,1.6 5 , .8
RLL .5 5 1.6
SLj .5 5 1.6
5 1.6,
0 0 ,0,
0, 0. '0.
0, 0' 0
0
0 0
0, 0, 0
0 0 0
IRLL1.6 6,.8I 0 0, 0
SL 1.6 6,.8 0, 0' 0
RLL .5;6;1.64 0, ,0
SL .5 6 1.6 0. 0'
DL .9 6 L1.61 0 0
DL1.2 RLL 1.6 7;.8 0 0
,DL11.2 SL 1.6 7 .8 .
DL 1.2 LL 1 '',RLL .5 7 1.6'
,DL,1.2 , LL 1 ,SL, .5 7 1.6
DL .9 7 1.6
DL,1.2 RLL 1.6 8 .8
DL,1.2, . 'SL,1.6, 8 .8 ,
DL 1.2 , LL 1 RLL .5 , 8 1.6
DL 1.2 LL 1 SL1.5 81.6
DL .9 , , 8 1.6
DL 1.2 �RLLI 1.6 9 .8
DL 1.2 SL 1.6 9 .8
DL,1.2 LL' 1 RLL .5 9 :1.6
DL 1.2 LL 1 SL .5 9 1.6
DL .9 , 9 11.6
DL1.2 RLL 1,6 10 .8
47 1.2 DL + 1.6 SL + 0.... Yes' Y DL 1.2
48 1.2 DL + 1 LL + 0.5 ... Yes Y DL 1.2 LL
49 1.2 DL + 1 LL + 0.5 ... Yes Y DL 1.2 LL
50 0.9DL+1.6W@2...Yes Y DL .9
51 ,1.2 DL + 1.6 RLL + 0..Yesi Y DL 1.2
52 1.2 DL + 1.6 SL+0....Yes y
53 1.2 DL + 1 LL + 0.5 ... Yes{ y
L1 LL+0.5...Yes Y
55 0.9 DL + 1.6 W @ 2... Yes, Y
56 1.2DL+1.6RLL+0..Yes y
57 '1.2 DL + 1.6 SL + 0....Yes Y
58 1.2 DL + 1 LL + 0.5 ... Yes y
59
C 60 0.9 DL + 1.6 W @ 3... Yesy
61 1.2DL+1.6RLL +0..Yes y
E62 1.2 DL + 1.6 SL + 0.... Yes y
63 1.2 DL+ 1 LL+0.5 ... Yes y
64 1.2 DL + 1 LL + 0.5 ... Yes y
65 0.9 DL + 1.6 W @ 3... Yes y
66 (1.2 + 0.2 SDS)*D + ..,
67 (0.9 - 0.2 SDS)*D + ... Yes y
L 68 (1.2 + 0.2 SDS)*D + ...Yes y +-
69 ,(0.9 - 0.2 SDS)*D + ...Yes, y
70 (1.2 + 0.2 SDS)*D + ...Yes y
71 (0.9 - 0.2 SDS)*D + ... Yes y
72 ,(1.2 + 0.2 SDS)*D + ..,Yes y
73 (0.9 - 0.2 SDS)*D + ... Yes y
DL 1.2
1
1
SL,1.6*10 .8
RLL .5 10 1.6
,SL, .5 1011.6:
10 1.6'
RLL11.6,11; .8
SL 1.6 11' .8
_DL,1.2,LL1 1 ,RLL, .5 11,1.6,
DL 1.2 LL, 1 SL! .5 ,11 1.6
DL1 .9 i
DL 1.2
DL1.2'
DL' 1.2 LL . 1
0
o
0,
0 0 0
0 '0 0
,0 0 0
;0, 0 ,0
0, 0 0
0 0 0;
0, 0 0
:0' �0 0,
0, 0 0
0; 0' 0
0 0 0
0� 0 0
0 0 0
0, 0 o
0 0 0
.0, 0, ,0
0 0' 0
,0 01 0
0, 0 0
0 ,0 0
0 0 0
0, 0 0,
0 0 0
111.E 0 0 0
RLL' 1.6 12 .8 0 0 0
SLI1.6 12 .8
.RLL .5 12 1.6
1.2DL+1 LL+0.5...Yes. Y DL 1.2 LL' 1 SL .5 12 1.6,
,DL' .9 ,12 1.6,
DL 1.2 RLL 1.6 13..8
DL 1.2 • ,SL;1.6 13 .8
DL 1.2 LL 1 RLL .5 13 1.6
•DL 1.2 LL 1 SL, .5 ;13 1.6
DL, .9 13 1.6
Yes Y 1 1.2 ,ELY 1 ELX 1 ;,SL .2 LL. 1 0 0
1 .9 'ELY -1 ELX, 1 0 I 0
0 0 0
0 0 0
0 0
;0 0
0 0
0 0
0 0
0 0,
0
0;
0
0
0
0
0
0,
0
1 1.2 ELY 1 ELZ 1 SL; .2 ,LL 1 0 0 0
1, .9 ELY--1 ELZ 1 0 0 I 0
1 1 1.2 ELY 1 ELX -1 SL, .2 , LL 1 0 0 0 __
1 .9 ELY' -1 ELX -1 0 ' 0 , 0
, 1 1.2 ELY 1 ELZ -1 SL .2 LL 1 0 0 0
1 .9 ELY' -1 ELZ, -1 ' ' 0 ,
RISA-3D Version 17.0.0 [T:\...\...\...\Rev. 0\RISA 3D\Tower Mast.Loaded.r3d] Page 7
� GPD
�
� Lester, Connor
� 6PD
8
12:49 PM
Checked By:
Envelope Joint Reactions
Joint X LC Y LC ZO� LC MXm�] LC MY��] LC MZ LC
_ BUTCOLUMN max;7O4O.589 25 17824.80 1 7108.817 40. 16G.5O8�38+ 10.037 _80_ 154.138 _56'`
2 min -7040.611 63 10999.20473 -7108.884 8 -149.936 10 -10.021 30 -155.921 23
3 Totals:
[-4 --- m�''7O4O.G11 53 10889.204 73 -7108.884-8 ' ------^ --- -- -- l
Envelope AISC 14th(360~10): LRFD Steel Code Checks
Member
1 K81
' 2 K82
3 K83
| 4 M4
{� M5
E�& +_ N6
7 yN7
| 8 &18
9 M8
�10 K81O
. 11 . K811
. 12 . W112
13 N113
| '
. 14 N114
-15 � N115
�16 ]NU8
17 yN17
/
� 18 YN18
19 K81g
|
' 20 M2O
21 K821
| 22 M22
23 M23
[ 24 M24
25 N125
� 26 yN2G
27 M27
� 28 [N2O
29 K028
| 30 yN30
31 N131
' 32 K832
33 M33
| 34 N134
35 K835
| 36 N13G
. 37 M37
[ 38 M38
39 | �3Q
. 4O M4U
41 yN41
| 42 M42
43 M43
( 44 M44
45 N14G
| 46 N14G
pLGx8 .582
_ PL6x8 .024
PL6x8 � �23
PL8«8 . .024
P3GTD + .330
p3GTD . .314
. p3STD . .329
P2STO � .610
. P28TD .574
P28TD .608
HG83X3X3 .282
HGS3X3X3 .280
H8S3X3X9.227
.HSS3X3X3 .248
HSS3X3X3 .240
H8S3X3X3. .247
L�2�
L2�A
Qx2x4
L�x2�4
p2STD
p2STD
P2STD
p2GTD
p2STD
P28TD
P2GTD
P2STD
P2STD
P2GTD
p2STD
�25
.249
' .21D
. .255
� �2G
. 788
. �37
.O73
.78%
� �OG
�74
.0O8
.817
.00Q
.8D3
.91G
Shape Code O,.Lnnpn LC Shear - Ln�k� Dk LC .�hrMnz`.`CbEqn
.HS83X3X3 .775 2S�84.4D. .289 .20�88y'5871ys«�»8. 78248 6.790
HGS3X3X3. .806 29�34 8 .�72 .28�89,y 2371858�1 � 78246 GJQG
L2X3X3 � .834 32IV838 .244 7337 z 1{U«n2O7 35316 1.32
L3X3X3 .942 | 81 .245 \5O/�8 Z' 181O021 3531S 1.32
L3X3X3 .310 �����|8' .245 7.337 z 28p81UO.211 35316 1.32
. L2x2x3 .262 �%2�7223. .049 -45�92�y.13113us.631 2339218 .658
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FUSA-3OVersion 17.0.D [TA ... LL. \Rmv. O\R|SA3D\TowerMast. Loaded. r3d] Page
57
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61
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Designer
� Job Number
Model Name
� GPD
� Lester, Connor
� GPD 20VrZ8.04
Checked By:
2019Apr 30,
12:49 PM
Envelope AISC 10): LRFD Steel Code Checks
'-
48
49
�50
51
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53
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B
Member Shape Code C ... Loc[in] LC Shear... Loc[inl Dir,LC Phi*Pnc rlblphi*Pnt flbl Phi*Mn v-...Dhi*Mn z-,..Cb E
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R|SA'3DVersion 17.0.0 [TA 'LL\Rev.O\R|SA8D\ToworMast. Loaded. r3d] Page
Tower Mast on 76'-0" Rooftop — Structural Evaluation AT&T USID: 74846
APPENDIX C
Wall Connection Analysis
5/6/2019
Bearing -Type Connection (AISC 14th Ed.)
TUKWILA (WA6094) 74846
GPD Project #: 2018723.04.74846.04
Anchor Reactions
Tension (T„b) =
Interaction Shear (Vb) =
11949
15147
Shear (V„b) =
16636
Anchor Info
Grade: A325
Threads Included:
Nominal Tensile Strength, Fnt = 90
Nominal Shear Strength, Fnv = 54
Interaction Tensile Strenth, F'nt = 41
Bolt Diameter, 0 = 0.75
Bolt Area, Ab = 0.442
Ibs
Ibs
Ibs
Bolt Strength
cl) =
0.75
Factored Tension (4)Rnd =
29821
Factored Shear (4)R„) =
17892
Factored Interaction (01'0,) =
29821
(AISC - Table .13.2)
ksi
ksi
ksi
in
in
bs
bs
bs
Allowable Capacity Rating
105%
Bolt Capacity Ratings
Tub/Ant =
V„bAbii„„, =
Interaction =
40.1%
93.0%
40,1%
Governing Capacity Rating =
93.0%
OK
Manufactured Anchorage Analysis
TUKWILA (WA6094) 74846
GPD Project #: 2018723.04.74846.04
Bolt Reactions
Label:
Max Tension (Tub) =
Max Shear 1(Vub,i) =
Max Shear II (V.b,i) =
'OP_CENTER
1331
13668
15818
TOP_EXT
1210
2055
2901
TOP INT
1039
1814
3548
Concrete Strength
Tension (Allowable) =
23070
23070
23070
Shear (Allowable) =
49690
49690
49690
fAN =
1.00
0.72
0.72
fRN =
0.44
0.35
0.25
fAV =
0.86
0.59
0.59
fav,1 =
0.40
0.18
0.11
fav,ii =
0.44
0.30
0.22
fHV =
1.00
0.65
0.65
Tension (Factored) =
10151
5814
4153
Shear 1 (Factored) =
17093
3430
2096
Shear II (Factored) =
18803
5717
4192
Steel Strength
Tension (Factored) =
31360
31360
31360
Shear (Factored) =
16305
16305
16305
Controlling Capacity
Tub/4Rnt =
0.13
0.21
0.25
Vub,l/W Rnv =
0.84
0.60
0.87
Vub,l/4)Rnv =
0.97
0.51
0.85
97.0%
59.9%
86.5%
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Manufactured Anchorage Analysis
TUKWULA 74846
/
Bolt Reactions
Label:
PW|D_EXT
k1|D INT
Max Tension (Tub) =
4692
6109
Max Shear l(V.")=
1351
758
Concrete Strength
Tension (AJ|owab|e)=
23070
23070
Shear (AUowab|e)=
49690
49690
|Aw~
0.83
0.83
f°w=
030
0.89
fAw=
0.64
0.64
fn^1=
0.18
1D0
6.11=
0]0
0.89
fxv=
0.74
0.74
Tension (Factored)=
5744
17042
Shear l(Factored)=
4236
23633
Shear U (Factored)=
7060
20945
Steel Strength
Tension (Fadored)=
]1]60
31360
Shear (Factoned)=
16305
16305
Controlling Capacity
T04x, =
0.92
0.36
V,*J(�R",=
0.32
0D5
Vvb,n/(�R",=
0.96
0.44
95.7%
43'9%
|bs
|tu
|Le
|bs
!bs
|bs
|b*
Manufactured Anchorage Analysis
TUKWILA (WA6094) 74846
GPD Project #: 2018723.04.74846.04
Bolt Reactions
Label:
BOT_EXT
BOT_INT
Max Tension (Tub) =
1162
1933
Max Shear 1 (V„b,i) =
2368
1946
Max Shear II (Vub,l) =
2172
2204
Concrete Strength
Tension (Allowable) =
23070
23070
Shear (Allowable) =
49690
49690
fAN =
0.83
0.83
fRiy =
0.30
0.89
faV =
0.64
0.64
fRV.1.=
0.18
1.00
fRV,a =
0.30
0.89
fHV =
0.74
0.74
Tension (Factored) =
5744
17042
Shear 1 (Factored) =
4236
23533
Shear II (Factored) =
7060
20945
Steel Strength
Tension (Factored) =
31360
31360
Shear(Factored)=
16305
16305
Controlling Capacity
Tub/4Rnt =
0.20
0.11
V„b,1/4Rfl,,, =
0.56
0.12
V,,b,11/4)kv =
0.31
0.14
55.9%
13.5%
lbs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Ibs
Manufactured Anchorage Analysis
TUKWILA (WA6094) 74846
GPD Project #: 2018723.04.74846.04
Bolt Reactions
Label:
Max Tension (Tub) =
Max Shear _L (Vub,i) =
Max Shear II (Vuto) =
Base Bolts
1333
410
1176
Concrete Strength
Tension (Allowable) =
Shear (Allowable) =
fAN =
f RN =
fAV =
fRV,1 =
fRV,II =
fFIV =
Tension (Factored) =
Shear 1 (Factored) =
Shear II (Factored) =
23070
49690
0.59
0.38
0.54
0.31
0.38
0.74
5172
6155
7545
Steel Strength
Tension (Factored) =
31360
Shear (Factored) =
16305
Controlling Capacity
Tub/4)R ut =
Vub,i/(1)Ru,, =
Vub,n/(1)Ruu =
0.26
0.07
0.16
25.8%
Ibs
Ibs
Ibs
lbs
Ibs
lbs
I bs
Ibs
Ibs
Ibs
Adhesive Anchoring Systems
3.2.3 HIT-HY 200 Adhesive Anchoring System
HIT-HY 200 Adhesive with HAS/HIT-V Threaded Rod
Hilti HAS threaded rod
v‘vor,,10
r -
‘I •
Hilti HIT-V threaded rod
Figure 9 - Hilti HAS/HIT-V threaded rod installation conditions
Pamdooib|o
concrete
Permissible
drilling
method
Hammer drilling with carbide
,
Uncracked
concrete
_
Dry
concrete
,
tipped drill bit
Hilti TE-CD or TE-YD Hollow
Cracked
concrete
o
o
-.
Water saturated
concrete
/=_
Drill Bit
Table 38 - Hilti HAS /HIT-V threaded rod specifications
Setting information
Symbol
Units
Nominal rod diameter, d
3/8
1i2
5/8
3/4
7/8
1
1-1/4
Nominal bit diameter
do
in.
7/16
9/16
3/4
7/8
1
1-1/8
1-3/8
Effective
embedment
minimum
hen,
. '
in.
(mm)
2-3/8
(60)
2-3/4
(70)
3-1/8
(79)
3-1/2
(89)
3-1/2
(89)
4
(102)
5
(127)
in.
7-1/2
10
12-1/2
15
17-1/2
20
25
maximum
h„,,,,.
(mm)
(191)
(254)
(318)
(381)
(445)
(508)
(635)
Diameter
of fixture hole
through -set
in.
1/2
5/8
13/16'
15/16'
1-1/8'
1-1/4'
1-1/2'
.2
Diameter
of fixture hole
preset
c:a=4
in.
7/16
9/16
11/16
13/16
15/16
1-1/8
1-3/8
ft-Ib
15
30
60
100
125
150
200
Installation torque
Ths'
(Nm)
(20)
(40)
(80)
(136)
(169)
(203)
(271)
in.
11,+1 -1/4
Minimum concrete thickness
h,,r,,,
hei+2do
(mm)
(11,+30)
in.
1-3/4
1-3/4
22
2-1/82
2-1/42
2-3/42
3-1/82
Minimum edge distance
crn4,
(mm)
(45)
(45)
(50)2
(55)2
(60)2
(70)2
(80)2
in.
1-7/8
2-1/2
3-1/8
3-3/4
4-3/4
5
6-1/4
Minimum anchor spacing
sn'in
(mm)
(48)
(64)
(79)
(95)
(111)
(127)
(159)
Inatall using was ers. bee igure 11.
2 Edge distance of 1-3/4-inch (44mm is permitted provided the installa ion torque is reduced to 0,30 To., for
5d < s < 16-in. and to 0.5 T for s > 16-in.
Figure 10 -
Hilti HAS/HIT-V threaded rods
hef
11111111111111111111111111111
hrnin
Figure 11 -
Installation with (2) washers
88 Hilti, Inc, (US) 1-800-879-8000 I www.hilti.com 1 en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-353-4458 1 www.hilti.com I Anchor Fastening Technical Guide Ed. 17
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 3.2.3
Table 39 - Hilti HIT-HY 200 adhesive design strength with concrete / bond failure for threaded rod
in uncracked concrete 1.245,7
Nominal
anchor
diameter
in.
Effective
embedment
in. (mm)
Tension - mN°
Shear - OV°
f'° = 2,500 psi
(17.2 MPa)
Ib (kN)
f'° = 3,000 psi
(20.7 MPa)
Ib (kN)
f'c = 4,000 psi
(27.6 MPa)
Ib (kN)
f'c = 6,000 psi
(41.4 MPa)
Ib (kN)
f'0 = 2,500 psi
(17.2 MPa)
Ib (kN)
f'c = 3,000 psi
(20.7 MPa)
Ib (kN)
f'c = 4,000 psi
(27.6 MPa)
Ib (kN)
f'° = 6,000 psi
(41.4 MPa)
Ib (kN)
2-3/8
2,855
3,125
3,610
4,405
3,075
3,370
3,890
4,745
(60)
(12,7)
(13.9)
(16.1)
(19.6)
(13.7)
(15.0)
(17.3)
(21.1)
3-3/8
4,835
5,300
6,015
6,260
10,415
11,410
12,950
13,490
3/8
(86)
(21.51
(23.6)
(26.8)
(27.8)
(46.3)
(50.8)
(57.6)
(60.0)
4-1/2
7,445
7,790
8,020
8,350
16,035
16,780
17,270
17,985
(114)
(33.1)
(34.7)
(35.7)
(37.1)
(71.3)
(74.6)
(76.81
(80.0)
7-1/2
12,750
12,985
13,365
13,915
27,460
27,965
28,785
29,975
(191)
(56.7)
(57.8)
(59.5)
(61.91
(122.1)
(124.41
(128.0)
(133.3)
2-3/4
3,555
3,895
4,500
5,510
7,660
8,395
9,690
11,870
(70)
(15.8)
(17.3)
(20.0)
(24.5)
(34.1)
(37.3)
(43.11
(52.8)
4-1/2
7,445
8,155
9,420
11,135
16,035
17,570
20,285
23,980
1/2(114)
(33.1)
(36.3)
(41.9)
(49.5)
(71.3)
(78.2)
(90.2)
(106.7)
6
11,465
12,560
14,255
14,845
24,690
27,045
30,700
31,970
(152)
(51.0)
(55.9)
(63.4)
(66.0)
(109.8)
(120.3)
(136.6)
(142.2)
10
22,665
23,085
23,755
24,740
48,820
49,720
51,170
53,285
(254)
(100.8)
(102.7)
(105.7)
(110.0)
(217.2)
(221.2)
(227.6)
(237.0)
3-1/8
4,310
4,720
5,450
6,675
9,280
10,165
11,740
14,380
(79)
(19.2)
(21.0)
(24.2)
(29.7)
(41.3)
(45.2)
(52.2)
(64.0)
5-5/8
10,405
11,400
13,165
16,120
22,415
24,550
28,350
34,720
5/8
(143)
(46.3)
(50.7)
(58.6)
(71.7)
(99.7)
(109.2)
(126.1)
(154,4)
7-1/2
16,020
17,550
20,265
23,195
34,505
37,800
43,650
49,955
(191)
(71.3)
(78.1)
(90.1)
(103.2)
(153.5)
(168.11
(194.2)
(222,2)
12-1/2
34,470
36,070
37,120
38,655
74,245
77,685
79,955
83,260
(318)
(153.31
(160.4)
(165.11
(171.91
(330.31
(345.6)
(355.7)
(370.4)
3-1/2
5,105
5,595
6,460
7,910
11,000
12,050
13,915
17,040
(89)
(22.7)
(24.9)
(28.7)
(35.2)
(48.9)
(53.6)
(61.9)
(75.8)
6-3/4
13,680
14,985
17,305
21,190
29,460
32,275
37,265
45,645
3/4
(171)
(60.9)
(66.7)
(77.0)
(94.3)
(131.0)
(143.6)
(165.8)
(203.0)
9
21,060
23,070
26,640
32,625
45,360
49,690
57,375
70,270
(229)
(93.7)
(102.6)
(118.5)
(145.1)
(201.8)
(221.0)
(255.2)
(312,6)
15
45,315
49,640
53,455
55,665
97,600
106,915
115,130
119,895
(381)
(201.6)
(220.81
(237.8)
(247.6)
(434.1)
(475.6)
(512.11
(533.3)
3-1/2
5,105
5,595
6,460
7,910
11,000
12,050
13,915
17,040
(89)
(22.7)
(24.9)
(28.7)
(35.2)
(48.9)
(53.6)
(61.9)
(75.8)
7-7/8
17,235
18,885
21,805
26,705
37,125
40,670
46,960
57,515
7/8
(200)
(76.7)
(84.0)
(97.0)
(118.8)
(165.1)
(180.9)
(208.9)
(255.8)
10.1/2
26,540
29,070
33,570
41,115
57,160
62,615
72,300
88,550
(267)
(118.1)
(129.3)
(149.3)
(182.9)
(254.3)
(278,5)
(321.6)
(393.9)
17-1/2
57,100
62,550
72,230
75,770
122,990
134,730
155,570
163,190
(445)
(254.0)
(278.2)
(321.3)
(337.0)
(547.1)
(599.3)
(692.0)
(725,9)
4
6,240
6,835
7,895
9,665
13,440
14,725
17,000
20,820
(102)
(27.8)
(30.4)
(35.1)
(43.0)
(59.8)
(65.5)
(75.6)
(92.6)
9
21,060
23,070
26,640
32,625
45,360
49,690
57,375
70,270
(229)
(93.7)
(102.6)
(118.5)
(145.1)
(201.8)
(221.0)
(255.2)
(312.6)
12
32,425
35,520
41,015
50,230
69,835
76,500
88,335
108,190
(305)
(144.2)
(158.0)
(182.4)
(223.4)
(310.6)
(340.31
(392.9)
(481.3)
20
69,765
76,425
88,245
98,960
150,265
164,605
190,070
213,150
(508)
(310,3)
(340.0)
(392.5)
(440.21
(668.4)
(732.2)
(845.5)
(948.1)
i 5
8,720
9,555
11,030
13,510
18,785
20,575
23,760
29,100
(127)
(38.8)
(42.5)
(49.1)
(60.1)
(83.6)
(91.5)
(105.7)
(129.4)
11-1/4
29,430
32,240
37,230
45,595
63,395
69,445
80,185
98,205
1-1/4
(286)
(130.9)
(143.4)
(165.6)
(202.8)
(282.0)
(308.9)
(356.7)
(436.8)
15
45,315
49,640
57,320
70,200
97,600
106,915
123,455
151,200
(381)
(201.6)
(220.8)
(255.0)
(312.3)
(434.1)
(475.6)
(549.2)
(672.6)
25
97,500
106,805
123,330
151,045
210,000
230,045
265,630
325,330
(6351
(433.7)
(475.1)
(548.6)
(671.91
(934.1)
(1023.31
(1181.61
(1447.1)
See section 3 1,8 for explanation on development of load values.
2 See section 3 1.8,6 to convert design strength (factored resistance) value to ASD value.
3 Linear interpo ation between embedment depths and concrete compressive strengths is not permitted_
4 Apply spacing, edge distance, and concrete thickness factors in tables 42 - 55 as necessary to the above values. Compare to the steel values in table 41.
The lesser of he values is to be used for the design.
5 Data is for temperature range A: Max. short tens temperature = 130° F (55° C), rnax, long term temperature = 110° F (43° C).
For temperature range B: Max, short term temperature = 176° F (80° C), max. long term temperature = 110° F (43° C) multiply above values by 0.92.
For temperature range C: Max, short term temperature = 248° F (120° C), max. long terrn temperature = 162° F (72° C) multiply above values by 0.78.
Short term elevated concrete temperatures are those that occur over brief intervals, e.g., as a result of diurnal cycling. Long term concrete temperatures are roughly constant over significant
periods of time.
6 Tabular values are for dry and water saturated concrete conditions.
7 Tabular values are for short term loads only. For sustained loads including overhead use, see section 3.1.8.8.
8 Tabular values are for normal -weight concrete only. For lightweight concrete, multiply design strength (factored resistance) by A. as follows:
For sand -lightweight, Ao = 0.51. For all -lightweight, A. = 0.45.
9 Tabular values are for static loads only. Seismic design is not permitted for uncracked concrete.
Hilti, Inc. (US) 1-800-879-8000 I www.hilti.com I en espanol 1-800.879.5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hiltl.com I Anchor Fastening Technical Guide Ed. 17 89
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 3.2.3
Table 41 Steel design strength for Hilti HAS and HIT-V threaded rods'
Nominal
anchor
diameter
in.
HIT-V
ASTM A307 Grade A2
HAS-E
ISO 898 Class 5.82
HAS-E-B
ASTM A193 B73
HAS-R stainless steel
ASTM F593 - AISI 304/316 SS2
Tensile'
ON
Ib (kN)
Shear
4)V,,,
Ib (kN)
Seismic
Shear&
4)Vm,
Ib (kN)
Tensile'
4)N
Ib (kN)s
Shear'
4)V.
Ib (kN)
Seismic
Shear6
4)V
Ib (kN)
Tensile'
4)N.
Ib (kN)
Shear'
4)Vm
Ib (kN)
Seismic
Shear6
4)V.
Ib (kN)
Tensile'
et)Ns.,
Ib (kN)
Shear5
q)\/
Ib (kN)
Seismic
Shear6
4)v ,eq
Ib (kN)
3/8
3,025
(13.5)
1,675
(7.5)
1,175
(5.2)
3,655
(16.3)
2,020
(9.0)
1,415
(6.3)
7,265
(32.3)
3,775
(16.8)
2,645
(11.8)
5,040
(22.4)
2,795
(12.4)
1,955
(8.7)
1/2
5,535
(24.6)
3,065
(13.6)
2,145
(9.5)
6,690
(29.8)
3,705
(16.5)
2,595
(11.5)
13,300
(59.2)
6,915
(30.8)
4,840
(21.5)
9,225
(41.0)
5,110
(22.7)
3,575
(15.9)
5/8
8,815
(39.2)
4,880
(21.7)
3,415
(15.2)
10,650
(47.4)
5,900
(26.2)
4,130
(18.4)
21,190
(94.3)
11,020
(49.0)
7,715
(34.3)
14,690
(65.3)
8,135
(36.2)
5,695
(25.3)
3/4
13,045
(58.0)
7,225
(32.1)
5,060
(22.5)
15,765
(70.1)
8,730
(38.8)
6,110
(27.2)
31,360
(139.5)
16,305
(72.5)
11,415
(50.8)
18,480
(82.2)
10,235
(45.5)
7,165
(31.9)
7/8
_
_
_
21,755
(96.8)
12,050
(53.6)
8,435
(37.5)
43,285
(192.5)
22,505
(100.1)
15,755
(70.1)
25,510
(113.5)
14,125
(62.8)
9,890
(44.0)
1
23,620
(105.1)
13,085
(58.2)
9,160
(40.7)
28,540
(127.0)
15,805
(70.3)
11,065
(49.2)
56,785
(252.6)
29,525
(131.3)
20,670
(91.9)
33,465
(148.9)
18,535
(82.4)
12,975
(57.7)
1-1/4
-
-
-
45,670
(203.1)
25,295
(112.5)
17,705
(78.8)
90,850
(404.1)
47,240
(210.1)
33,070
(147.1)
53,540
(238.2)
29,655
(131.9)
20,760
(92.3)
1 See Section 3.1.8.6 to convert design strength value to ASD value.
2 HIT-V, HAS-E, and HAS-R threaded rods are considered brittle steel elements. HIT-V does not comply with % elongation requirements of ASTM A307 Grade A
steel. HAS-E does not comply with % elongation requirements of ISO 898-1.
3 HAS-E-B7 rods are considered ductile steel elements.
4 Tensile = pAcas noted in ACI 318-14 Chapter 17,
5 Shear = cp 0.60 I,, as noted in ACI 318-14 Chapter 17.
6 Seismic Shear =c > : Reduction for seismic shear only. See section 3.1.8.7 for additional information on seismic applications.
Hilti, Inc. (US) 1-800-879-8000 1 www.hilti.com 1 en espanol 1-800-879-5000 1 Hilti (Canada) Corp. 1-800-363-4458 1 www.hilti.com 1 Anchor Fastening Technical Guide Ed. 17 91
Adhesive Anchoring Systems
HIT-HY 200 Adhesive Anchoring System 3.2.3
Table 48 - Load adjustment factors for 3/4-in. diameter threaded rods in uncracked concrete'2,3
3/4-in.
uncracked
concrete
Spacing factor in
tension
fAN
Edge distance factor
in tension
fRN
Spacing factor in
shear'
fAV
Edge distance in shear
Concrete thickness
factor in shears
fHV
j.
Toward edge
fRy
i) To and away
from edge
fRV
Embedment In.
h„ (mm)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
Spacing (s) / Edge distance (c,) / Concrete thickness (h), - in. (mm)
1-3/4 (44)
n/a
n/a
n/a
n/a
0.35
0.24
0.18
0.10
n/a
n/a
n/a
n/a
0.09
0.03
0.02
0.01
0.17
0.07
0.05
0.02
n/a
n/a
n/a
n/a
2-1/8 (54)
n/a
n/a
n/a
n/a
0.38
0.25
0.19
0.11
n/a
n/a
n/a
n/a
0.11
0.05
0.03
0.01
0.23
0.09
0.06
0.03
n/a
n/a
n/a
n/a
3-3/4 (95)
0.58
0.58
0.57
0.54
0.52
0.30
0.22
0.13
0.57
0.54
0.53
0.52
0.27
0.11
0.07
0.03
0.52
0.22
0.14
0.07
n/a
n/a
n/a
n/a
4 (102)
0.59
0.59
0.57
0.54
0.54
0.31
0.23
0.13
0.57
0.54
0.53
0.52
0.29
0.12
0.08
0.04
0.54
0.24
0.16
0.07
n/a
n/a
n/a
n/a
5 (127)
0.61
0.61
0.59
0.56
0.60
0.34
0.25
0.14
0.59
0.55
0.54
0.52
0.41
0.17
0.11
0.05
0.60
0.33
0.22
0.10
n/a
n/a
n/a
n/a
5-1/4 (133)
0.62
0.62
0.60
0.56
0.62
0.35
0.25
0.15
0.60
0.55
0.54
0.52
0.44
0.18
0.12
0.05
0.62
0.35
0.23
0.11
0.62
n/a
n/a
n/a
6 (152)
0.63
0.63
0.61
0.57
0.66
0.38
0.27
0.16
0.61
0.56
0.55
0.53
0.54
0.22
0.14
0.07
0.66
0.38
0.27
0.13
0.66
n/a
n/a
n/a
7 (178)
0.66
0.66
0.63
0.58
0.72
0.41
0.30
0.17
0.63
0.57
0.55
0.53
0.68
0.28
0.18
0.08
0.72
0.41
0.30
0.17
0.72
n/a
n/a
n/a
8 (203)
0.68
0.68
0.65
0.59
0.79
0.45
0.32
0.19
0.65
0.58
0.56
0.54
0.83
0.34
0.22
0.10
0.79
0.45
0.32
0.19
0.77
n/a
n/a
n/a
8-1/2 (216)
0.69
0.69
0.66
0.59
0.82
0.47
0.34
0.20
0.66
0.59
0.56
0.54
0,91
0.37
0.24
0.11
0,82
0.47
0.34
0.20
0.79
0.59
n/a
n/a
9 (229)
0.70
0.70
0.67
0.60
0.85
0.49
0.35
0.20
0.67
0.59
0.57
0.54
0.99
0.40
0.26
0.12
0.85
0.49
0.35
0.20
0.81
0.60
n/a
n/a
10 (254)
0.72
0.72
0.69
0.61
0.92
0.53
0.38
0.22
0.68
0.60
0.58
0.55
1.00
0.47
0.31
0.14
0.92
0.53
0.38
0.22
0.86
0.64
n/a
n/a
10-3/4 (273)
0.74
0.74
0.70
0.62
0.97
0.57
0.40
0.23
0.70
0.61
0.58
0.55
0.53
0.34
0.16
0.97
0.57
0.40
0.23
0.89
0.66
0.57
n/a
12 (305)
0.77
0.77
0.72
0.63
1.00
0.64
0.44
0.26
0.72
0.62
0.59
0.55
0.62
0.40
0.19
1.00
0.64
0.44
0.26
0.94
0.70
0.60
n/a
14 (356)
0.81
0.81
0.76
0.66
0.74
0.52
0.30
0.76
0.64
0.61
0.56
0.78
0.51
0.24
0.74
0.52
0.30
1.00
0.75
0.65
n/a
16 (406)
0.86
0.86
0.80
0.68
0.85
0.59
0.34
0.79
0.66
0.62
0.57
0.96
0.62
0.29
0.85
0.59
0.34
0.80
0.70
n/a
16-3/4 (425)
0.88
0.88
0.81
0.69
0.89
0.62
0.36
0.81
0.67
0.63
0.58
1.00
0.67
0.31
0.89
0.62
0.36
0.82
0.71
0.55
18 (457)
0.90
0.90
0.83
0,70
0.96
0.66
0.39
0.83
0.68
0.64
0.58
0.74
0.35
0.96
0.66
0.39
0.85
0.74
0.57
20 (508)
0.95
0.95
0.87
0.72
1.00
0.74
0.43
0.87
0.70
0.65
0.59
0.87
0.40
1.00
0.74
0.43
0.90
0.78
0.60
22 (559)
0.99
0.99
0.91
0.74
0.81
0.47
0.91
0.72
0.67
0.60
1.00
0.47
0.81
0.47
0.94
0.82
0.63
24 (610)
1.00
1.00
0.94
0.77
0.89
0.51
0.94
0.74
0.68
0.61
0.53
0.89
0.51
0.99
0.85
0.66
26 (660)
0.98
0.79
0.96
0.56
0.98
0.76
0.70
0.62
0.60
0.96
0.56
1.00
0.89
0.69
28 (711)
1.00
0.81
1.00
0.60
1.00
0.78
0.71
0.63
0.67
1.00
0.60
0.92
0.71
30 (762)
0.83
0.64
0.80
0.73
0.64
0.74
0.64
0.95
0.74
36 (914)
0.90
0.77
0.86
0.77
0.66
0.98
0.77
1.00
0.81
> 48 (1219)
1.00
1.00
0.99
0.86
0.72
1.00
1.00
1.00
0.94
Table 49 - Load adjustment factors for 3/4-in. diameter threaded rods in cracked concrete12,3
3/4-in.
cracked
concrete
Spacing factor in
tension
fAN
Edge distance factor
in tension
fRN
Spacing factor in
shear'
fAV
Edge distance in shear
Concrete thickness
factor in shears
fRV
j..
Toward edge
fRV
p To and away
from edge
fRV
Embedment in.
h„ (mm)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381)
3-1/2
(89)
6-3/4
(171)
9
(229)
15
(381).
3-1/2
(89)
6-3/4
(171)1
9
(229)
15
(381)
Spacing (s) / Edge distance (c) / Concrete thickness (h), - in. (mm)
1-3/4 (44)
n/a
n/a
n/a
n/a
0.43
0.43
0.42
0.39
n/a
n/a
n/a
n/a
0.09
0.03
0.02
0.01
0.17
0.07
0.05
0.02
n/a
n/a
n/a
n/a
2-1/8 (54)
n/a
n/a
n/a
n/a
0.45
0.45
0.43
0.40
n/a
n/a
n/a
n/a
0.11
0.05
0.03
0.02
0.23
0.09
0.06
0.03
n/a
n/a
n/a
n/a
3-3/4 (95)
0.58
0.58
0.57
0.54
0.54
0.54
0.50
0.44
0.57
0.54
0.53
0.52
0.27
0.11
0.07
0.04
0.54
0.22
0.14
0.08
n/a
n/a
n/a
n/a
4 (102)
0.59
0.59
0.57
0.54
0.55
0.55
0.51
0.44
0.57
0.54
0.53
0.52
0.30
0.12
0.08
0.04
0.55
0.24
0.16
0.08
n/a
n/a
n/a
n/a
5 (127)
0.61
0.61
0.59
0.56
0.60
0.60
0.56
0.47
0.59
0.55
0.54
0.53
0.41
0.17
0.11
0.06
0.60
0.34
0.22
0.12
n/a
n/a
n/a
n/a
5-1/4 (133)
0.62
0.62
0.60
0.56
0.62
0.62
0.57
0.47
0.60
0.55
0.54
0.53
0.45
0.18
0.12
0.06
0.62
0.36
0.24
0.13
0.62
n/a
n/a
n/a
6 (152)
0.63
0.63
0.61
0.57
0.66
0.66
0.60
0.49
0.61
0.56
0.55
0.53
0.54
0.22
0.14
0.08
0.66
0.44
0.29
0.15
0.67
n/a
n/a
n/a
7 (178)
0.66
0.66
0.63
0.58
0.72
0.72
0.65
0.52
0.63
0.57
0.55
0.54
0.69
0.28
0.18
0.10
0.72
0.56
0.36
0.19
0.72
n/a
n/a
n/a
8 (203)
0.68
0.68
0.65
0.59
0.79
0.79
0.70
0.55
0.65
0.58
0.56
0.54
0.84
0.34
0.22
0.12
0.79
0.68
0.44
0.24
0.77
n/a
n/a
n/a
8-1/2 (216)
0.69
0.69
0.66
0.59
0.82
0.82
0.72
0.56
0.66
0.59
0.56
0.54
0.92
0.37
0.24
0.13
0.82
0.75
0.49
0.26
0.79
0.59
n/a
n/a
9 (229)
0.70
0.70
0.67
0.60
0.85
0.85
0.75
0.57
0.67
0.59
0.57
0.55
1.00
0.41
0.26
0.14
0.85
0.82
0.53
0.28
0.82
0.61
n/a
n/a
10 (254)
0.72
0.72
0.69
0.61
0.92
0.92
0.80
0.60
0.69
0.60
0.58
0.55
0.48
0.31
0.17
0.92
0.92
0.62
0.33
0.86
0.64
n/a
n/a
10.3/4 (273)
0.74
0.74
0.70
0.62
0.97
0.97
0.84
0.62
0.70
0.61
0.58
0.55
0.53
0.35
0.18
0.97
0.97
0.69
0.37
0.89
0.66
0.57
n/a
12 (305)
0.77
0.77
0.72
0.63
1.00
1.00
0.91
0.66
0.72
0.62
0.59
0.56
0.63
0.41
0.22
1.00
1.00
0.82
0.44
0.94
0.70
0.61
n/a
n/a
14 (356)
0.81
0.81
0.76
0.66
1.00
0.72
0.76
0,64
0.61
0.57
0.79
0.51
0.27
1.00
1.00
0.55
1.00
0.76
0.65
16 (406)
0.86
0.86
0.80
0.68
0.78
0.80
0.66
0.62
0.58
0.97
0.63
0.34
0.67
0.81
0.70
n/a
16-3/4 (425)
0.88
0.88
0.81
0.69
0.81
0.81
0.67
0.63
0.58
1.00
0.67
0.36
0.72
0.83
0.72
0.58
18 (457)
0.90
0.90
0.83
0.70
0.85
0.83
0.68
0.64
0.59
0.75
0.40
0.80
0.86
0.74
0.60
20 (508)
0.95
0.95
0.87
0.72
0.91
0.87
0.70
0.65
0.60
0.88
0.47
0.91
0.90
0.78
0.63
22 (559)
0.99
0.99
0.91
0.74
0.98
0.91
0.72
0.67
0.61
1.00
0.54
0.98
0.95
0.82
0.67
24 (610)
1.00
1.00
0.94
0.77
1.00
0.94
0.74
0.68
0.62
0.62
1.00
0.99
0.86
0.69
26 (660)
0.98
0.79
0.98
0.76
0.70
0.63
0.69
1.00
0.89
0.72
28 (711)
1.00
0.81
1.00
0.79
0.71
0.64
0.78
0.92
0.75
30 (762)
0.83
0.81
0.73
0.65
0.86
0.96
0.78
36 (914)
0.90
0.87
0.77
0.68
1.00
1.00
0.85
> 48 (1219)
1.00
0.99
0.87
0.74
0.98
1 Linear interpolation not permitted
2 Shaded area w'th reduced edge distance is permitted provided the instaila ion to que is reduced to 0.30 Tmax for 5d s s <_ 16-in. and to 0.5 T for s > 16-in.
3 When combining multiple load adjustment factors (e.g. for a four -anchor pattern in a corner with thin concrete member) the design can become very conservative. To optimize
the design, use Hilti PROFIS Anchor Design software or perform anchor ca culation using design equations from ACI 318-14 Chapter 17.
4 Spacing factor reduction in shear, f AV' assumes an influence of a nearby edge. If no edge exists, then f Ay =
5 Concrete thickness reduction factor in shear, f Ry, assumes an influence of a nearby edge. If no edge exists, then f Ry = 1.0.
Hilti, Inc. (US) 1-800-879-8000 i www.hltti.com I en espanol 1.800.879-5000 I Hilti (Canada) Corp. 1-800-363-4458 I www.hltti.com I Anchor Fastening Technical Guide Ed. 17 95
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