HomeMy Public PortalAbout20201210CityCouncilPacket_Redacted.pdfMAYOR CITY MANAGER
Shirley Sessions Dr. Shawn Gillen
CITY COUNCIL CLERK OF COUNCIL
Barry Brown, Mayor Pro Tem Jan LeViner
John Branigin
Jay Burke CITY ATTORNEY
Nancy DeVetter Edward M. Hughes
Spec Hosti
Monty Parks
CITY OF TYBEE ISLAND
P.O. Box 2749 – 403 Butler Avenue, Tybee Island, Georgia 31328-2749
(866) 786-4573 – FAX (866) 786-5737
www.cityoftybee.org
A G E N D A
REGULAR MEETING OF TYBEE ISLAND CITY COUNCIL
December 10, 2020 at 6:30 PM
Please silence all cell phones during Council Meetings
Consideration of Items for Consent Agenda 6:30PM
Opening Ceremonies
Call to Order
Invocation: Rev Sue Jackson, Trinity Methodist Church
Pledge of Allegiance
Announcements
Consideration of the approval of the minutes of the meetings of the Tybee island City Council
1. Minutes, November 12, 2020
Citizens to be Heard: Please limit comments to 3 minutes. Maximum allowable times of 5
minutes.
2. Brayden Brown: Save the Right Whale
Reports of Staff, Boards, Standing Committees and/or Invited Guest. Limit reports to 10
minutes.
3. Kim Webster, Tourism Council Activities Year-to-Date
4. Anthony Turpin and Michelle Owens: Historic Preservation Commission Update
5. Alan Robertson: Coastal Resilience Update
If there is anyone wishing to speak to anything on the agenda other than the Public Hearings,
please come forward.
Consideration of Approval of Consent Agenda
Public Hearings
6. Subdivision of land: requesting to split one lot into two lots for residential houses – Lot
10 Ocean View Court -40003 10011 –David E. Lane.
- Page 1 -
P.O. Box 2749 – 403 Butler Avenue, Tybee Island, Georgia 31328-2749
(866) 786-4573 – FAX (866) 786-5737
www.cityoftybee.org
Consideration of Local Requests & Applications – Funding, Special Events, Alcohol License
7. Special Events Application: Critz Tybee Run Fest, February 5 - 7, 2021, Tybrisa, 16th
Street Lot and 15th Street
8. Agenda Request: Alcohol License request-Special Event, Beer and Wine-Critz Tybee Run
Fest, February 5-7, 2021
9. Coastal Amateur Radio Society, Field Activity, January 30-31, 2021, Memorial
Park/Pavilion
10. Agenda Request: Information for consideration of Alcohol and Entertainment License
renewals for calendar year 2021
Consideration of Bids, Contracts, Agreements and Expenditures
11. Crowder Gulf Disaster Recovery and Debris Management Contract Renewal
12. 5th Amendment to Water Tower Attachment Lease Agreement: SunCom Wireless
Property Company
13. Approval to increase the yearly decal cost. Currently Tybee residents get a $100
discount on golf car decals if they show us a vehicle registration with a valid Tybee
address (county 3 district 3). With the yearly decal cost increase to $200 Jan. 1, 2021,
that would make the golf cart decal $100 ($200, -$100 discount).
14. Approval for Additional Personnel for City Recycling Program
15. Award of ITB 2020-756, Storm Shutters to Basin Company in the amount of $335,170.
Consideration of Ordinances, Resolutions
16. Second Reading: 2020-24, Sec 3-190 (H), Water Restriction
Council, Officials and City Attorney Considerations and Comments
17. Bubba Hughes: Animal Control: Leash Law For Discussion of possible changes
18. Bubba Hughes: Ante Litem, Lot 5, North Wave Subdivision, Tybee Island, Paresh J. and
Hina Patel
19. Nancy DeVetter: Discussion of Recommendations of STVR Work Group
20. Spec Hosti: Lighting for Memorial Park
21. Shawn Gillen: Recommended Plan for Trash on the Beach
22. Shawn Gillen: Employee Evaluation and Merit Pay:
Minutes of Boards and Committees
23. PC Minutes - November 16, 2020
Executive Session
Discuss litigation, personnel and real estate
Possible vote on litigation, personnel and real estate discussed in executive session
Adjournment
Individuals with disabilities who require certain accommodations in order to allow them to observe and/or
participate in this meeting, or who have questions regarding the accessibility of the meeting or the facilities are
required to contact Jan LeViner at 912.472.5080 promptly to allow the City to make reasonable accommodations
for those persons.
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P.O. Box 2749 – 403 Butler Avenue, Tybee Island, Georgia 31328-2749
(866) 786-4573 – FAX (866) 786-5737
www.cityoftybee.org
*PLEASE NOTE: Citizens wishing to speak on items listed on the agenda, other than public hearings,
should do so during the citizens to be heard section. Citizens wishing to place items on the council
meeting agenda must submit an agenda request form to the City Clerk’s office by Thursday at 5:00PM
prior to the next scheduled meeting. Agenda request forms are available outside the Clerk’s office at City
Hall and at www.cityoftybee.org.
THE VISION OF THE CITY OF TYBEE ISLAND
“is to make Tybee Island the premier beach community in which to live, work, and play.”
THE MISSION OF THE CITY OF TYBEE ISLAND
“is to provide a safe, secure and sustainable environment by delivering superior services through responsible
planning, preservation of our natural and historic resources, and partnership with our community to ensure
economic opportunity, a vibrant quality of life, and a thriving future.”
- Page 3 -
File Attachments for Item:
1. Minutes, November 12, 2020
- Page 4 -Item #1.
City Council Minutes, November 12, 2020
Consideration of Items for Consent Agenda
Mayor Sessions called the Consent Agenda to order at 6:30PM. Those present were Jay Burke,
Monty Parks, John Branigin, Barry Brown, Nancy DeVetter and Spec Hosti. Also attending were
Dr. Shawn Gillen, City Manager; Bubba Hughes, City Attorney; Tracy O’Connell, Assistant City
Attorney; George Shaw, Director, Community Development; and Janet LeViner, Clerk of Council.
Mayor Sessions listed the following items on the consent agenda:
Minutes, City Council Meeting October 22, 2020
Notes, City Council Workshop October 29, 2020
Approval of itemized list of budget amendments to the 2021 City budget to include specific
explanations for the budget amendments. In total, the general fund budget expenditures
will increase $562,055. Discussion: Dr. Gillen explained many of the expenditures are
COVID related.
Professional Services Agreement with Goodwyn Mill and Cawood, Inc.
Approval of contract with the Coastal Regional Commission to provide technical assistance
and planning services
The current Human Resources Director will retiring at the end of the year. After a review
of the service delivery options, we are recommending we make a change to our structure.
Through expanded use of services of our health insurance brokerage firm BKS Partners,
shifting of work tasks from HR to Finance, and shifting training to Cornerstone training we
can reduce the role of our staff from a department director to a technician level. The
position will report directly to the City Manager and be part of the City Manager
budget. This will result in an overall budgetary reduction. The exact amount of the
reduction will depend on the salary of the new staff person
Non-Award of ITB 2020-755, Memorial Pavilion due to budget constraints
Mayor Sessions called the regular meeting to order. All those present for the consent agenda
were present.
Opening Ceremonies
Call to Order
Invocation: Jan LeViner, Clerk
Pledge of Allegiance
Citizens to be Heard.
Jenny Orr: Proposed Noise and Alcohol Restrictions
Eric Thomas: Proposed Noise and Alcohol Restrictions
John Kohn: Promenade/South-end Restrooms
Michael Hogan: Proposed Noise and Alcohol Restrictions
Andy Davis: Proposed Alcohol Restrictions
Ernest Hutson: Proposed Alcohol Restrictions
Shawna Lewis: Proposed Alcohol Restrictions
Mike Vaquer: Proposed Alcohol Restrictions
Brian West: Proposed Alcohol Restrictions
Roger Huff: Proposed Noise and Alcohol Restrictions
Keith Gay: Proposed Noise Ordinance and Promenade/South-end Restrooms
Benjamin Fisk: Proposed Alcohol Restrictions
Joe Sheffield: Proposed Alcohol Restrictions
Jan Myer: Proposed Noise and Alcohol Restrictions
- Page 5 -Item #1.
�� J i m V a n d e n b e r g : P r o m e n a d e / S o u t h - e n d R e s t r o o m s
�� J a m e s L u c a s : P r o p o s e d A l c o h o l R e s t r i c t i o n s
�� M a d e l y n W i l l i a m s : P r o p o s e d A l c o h o l R e s t r i c t i o n s
�� C y r u s B a c o n : P r o p o s e d A l c o h o l R e s t r i c t i o n s
B a r r y B r o w n m a d e a m o t i o n t o a p p r o v e t h e c o n s e n t a g e n d a . M o n t y P a r k s s e c o n d e d . V o t e
w a s u n a n i m o u s t o a p p r o v e , 6 - 0 .
P u b l i c H e a r i n g s
T e x t A m e n d m e n t : S e c . 3 - 1 9 0 S w i m m i n g p o o l r e q u i r e m e n t s . G e o r g e S h a w a p p r o a c h e d
M a y o r a n d C o u n c i l a n d s t a t e d t h i s i t e m w a s o n t h e p r e v i o u s P l a n n i n g C o m m i s s i o n a g e n d a . A f t e r
a d i s c u s s i o n , t h e y d e c i d e d t h e w o r d i n g o f t h e a m e n d m e n t w a s n o t e n f o r c e a b l e a s i t w a s w r i t t e n
a n d h a v e r e c o m m e n d e d r e m o v i n g t h e l a n g u a g e r e g a r d i n g r e f i l l i n g o f p o o l s . T h e v o t e w a s i n t h e
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o u t s i d e s o u r c e o u t s i d e t h e C i t y s w a t e r s y s t e m . M r . B r a n i g i n a s k e d i f t h e r e w a s d i s c u s s i o n o r
r e s e a r c h i f s e r v i c e s a t c a n t r u c k i n w a t e r . M r . S h a w s t a t e d S t a f f h a s n o t b e e n a b l e t o l o c a t e a n y
c o m p a n i e s i n t h e a r e a t h a t w i l l d o t h i s . M a y o r S e s s i o n s c o n f i r m e d w i t h M r . S h a w t h e P l a n n i n g
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f i l l . M r . S h a w c o n f i r m e d . M o n t y P a r k s m a d e a m o t i o n t o a p p r o v e w i t h t h e c a v e a t t h i s
r e q u i r e m e n t w o u l d o n l y a p p l y t o i n i t i a l f i l l . J a y B u r k e s e c o n d e d . D i s c u s s i o n : M r . P a r k s s t a t e d
t h i s i s t h e f i r s t s t e p t o w a r d w a t e r c o n s e r v a t i o n a s t h e C i t y m o v e s f o r w a r d w i t h p o s s i b l e s a l t
i n t r u s i o n a s t h i s c o u l d s a v e 2 0 , 0 0 0 g a l l o n s p e r p o o l . M r . B r a n i g i n s t a t e d h e d o e s n o t s e e h o w
t h i s c a n b e e n f o r c e d a s t h e r e i s n o v i a b l e v e n d o r t o p e r f o r m t h e s e r v i c e . H e a l s o f e e l s t h i s i s a
s t e p t o w a r d b a n n i n g s w i m m i n g p o o l s o n t h e I s l a n d w h i c h i s w r o n g . M r . H o s t i s t a t e d t h e w a t e r
b r o u g h t t o t h e I s l a n d w o u l d b e d r a w n f r o m t h e s a m e a q u a f o r d a s t h e C i t y u s e s w h i c h i s n o t
s a v i n g w a t e r . M r . B u r k e a s k e d t h e n u m b e r o f n e w p o o l p e r m i t s t h a t h a v e b e e n i s s u e d t h i s y e a r .
M r . S h a w s t a t e d h e d o e s n o t h a v e t h e e x a c t a m o u n t b u t a p p r o x i m a t e l y t w e l v e . M r . H o s t i
r e c o m m e n d e d l o o k i n g a t s p r i n k l e r s y s t e m s a s w e l l . M s . D e V e t t e r c o n f i r m e d a n d w o u l d l i k e t o
s e e m o r e p r o p o s a l s o n w a t e r c o n v e r s a t i o n b r o u g h t b e f o r e M a y o r a n d C o u n c i l . V o t i n g i n f a v o r
w e r e N a n c y D e V e t t e r , J a y B u r k e , M o n t y P a r k s a n d B a r r y B r o w n . V o t i n g a g a i n s t w e r e S p e c H o s t i
a n d J o h n B r a n i g i n . V o t e w a s 4 - 2 t o a p p r o v e .
C o n s i d e r a t i o n o f B i d s , C o n t r a c t s , A g r e e m e n t s a n d E x p e n d i t u r e s
A p p r o v a l o f a w a r d o f c o n t r a c t s u b j e c t t o c o n t r a c t a p p r o v a l f o r s o u t h - e n d b a t h r o o m s
w i t h J o h n s o n L a u x C o n s t r u c t i o n . T h e p u r p o s e o f t h i s p r o j e c t i s t o c o n s t r u c t
r e s t r o o m s , c h a n g i n g r o o m s , a n d s h o w e r s o n t h e s o u t h e n d p e r t h e S t r a n d P r o m e n a d e
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t o M a y o r a n d C o u n c i l i n N o v e m b e r 2 0 1 8 . T h e a r c h i t e c t s w e r e h i r e d t o t a k e t h e b i d d o c u m e n t s i n
D e c e m b e r 2 0 1 9 . B i d s w e r e u n d e r b u d g e t a n d C h a t h a m C o u n t y h a s p r o v i d e d $ 7 0 0 , 0 0 0 t o
c o m p l e t e t h i s p r o j e c t . A s t h e r e a r e c o n c e r n s f r o m t h e r e s i d e n t s , h e f e e l s t h e r e w i l l b e C h a n g e
O r d e r s t o t h e c o n t r a c t i n r e g a r d s t o t h e v i e w s c a p e . M a y o r S e s s i o n s g a v e a b r i e f h i s t o r y o f t h e
w o r k o f t h e p r e v i o u s M a y o r a n d C o u n c i l i n a n e f f o r t t o o b t a i n f u n d i n g f o r t h e p r o p o s e d b a t h r o o m s .
M r . H o s t i a s k e d i f t h i s a g e n d a i t e m i s t i m e s e n s i t i v e . D r . G i l l e n s t a t e d i t i s t i m e s e n s i t i v e i n t h e
s e n s e i f t h e C i t y d o e s n o t m o v e f o r w a r d w i t h t h e p r o j e c t a n d c o n t r a c t t h e c o n s t r u c t i o n c a n n o t b e
c o m p l e t e d b e f o r e t o u r i s t s e a s o n . H e i s a l s o c o n c e r n e d t h a t i f t h e C i t y d o e s n o t m o v e f o r w a r d i n
a t i m e l y m a n n e r t h e C o u n t y m a y p u l l t h e f u n d i n g . A s s o o n a s t h e c o n t r a c t i s e x e c u t e d , i t w i l l b e
s e n t t o t h e C o u n t y a n d t h e y w i l l s e n d f u n d i n g . M r . B u r k e a s k e d D r . G i l l e n i f t h e b a t h r o o m s c o u l d
b e m o v e d t o t h e 1 9 t h S t r e e t a r e a . D r . G i l l e n r e s p o n d e d i t w o u l d d e p e n d o n a p p r o v a l f r o m D N R .
T h e c u r r e n t p r o p o s e d l o c a t i o n w a s a p p r o v e d a n d p e r m i t t e d i n 2 0 1 8 . J o h n B r a n i g i n m a d e a
m o t i o n t o a p p r o v e w i t h t h e s t i p u l a t i o n t h e C i t y M a n a g e r a n d S t a f f w o r k t o m i n i m i z e t h e v i e w
i s s u e s t o t h e e x t e n t i t d o e s n o t c a u s e a s i g n i f i c a n t i n c r e a s e i n t h e c o s t o f t h e p r o j e c t . M o n t y
- P a g e 6 - I t e m # 1 .
Parks seconded. Discussion: Mayor pro tem Brown expressed his concerns with Change
Orders and payment thereof. Dr. Gillen stated they would come before Mayor and Council for
approval prior to going to the County for payment. Ms. DeVetter asked Dr. Gillen why the
architectural plans were not provided at the previous City Council meeting so feedback could be
received prior to moving forward. Dr. Gillen stated that is part of the current process but can
make it part of the process moving forward. Ms. DeVetter recommended in the future the City
notify residents of such drawings so feedback could be sent to Mayor and Council. Mayor pro
tem Brown asked Dr. Gillen if there is a staff member that might be able to notify everyone so
the residents are notified of such plans. Dr. Gillen responded, it is not part of the current process
but can make it part of the bid process moving forward. Vote was unanimous to approve, 6-0.
Consideration of Ordinances, Resolutions
Second Reading, 2020-20, Noise Ordinance. John Branigin stated as discussed last
meeting, these recommendations came from the Public Safety Committee and the focus was
more on residential than commercial. In talking with some of the business owners, if a business
is going to manage their noise level they need an objective standard they can measure to. He
would recommend sending back to the Public Safety Committee with objectives: (1) to keep the
decibels or sound level standard in place for noise issues emanating from commercial zones and
(2) split into sections that makes it clear regarding residential enforcement vs. commercial
enforcement. Mr. Branigin stated he will work with the City Attorney to accomplish this if needed.
He continued, the intent was never to have the proposed ordinance as a vehicle to ban live music
but intent to make it easier for officers going into the residential noise issues to write citation(s)
without out having to explain decibel readings. Mayor pro tem Brown recommended this be
heard by the newly formed Alcohol Ordinance Workgroup. Mr. Parks stated he would like the
residents, mostly in the residential areas, to have a way to deal with noisy houses. Ms. DeVetter
confirmed she would like this to go back to the Public Safety Committee and not the Alcohol
Ordinance Workgroup as they need to focus on an alcohol ordinance. John Branigin made a
motion to send to the Public Safety Committee for their recommendations. Nancy DeVetter
seconded. Discussion: Mr. Hughes recommended there be a motion to deny second reading
as proposed and then make an alternative motion to send to the Public Safety Committee. John
Branigin rescinded his motion. Nancy DeVetter accepted his rescinding of the motion. John
Branigin made a motion to deny the Noise Ordinance as presented in second reading. Monty
Parks seconded. Vote was unanimous to approve, 6-0. John Branigin made a motion to
charge the Public Safety Committee with crafting a cleaner more understandable version of a
revised Noise Ordinance that clearly separates commercial and residential enforcement with a
decibel standard to remain for commercial and a clearly audible standard for residential. Monty
Parks seconded. Vote was unanimous to approve, 6-0.
Second Reading, 2020-21, Alcohol Restrictions (Address discussion at workshop for a
committee to be formed). Jay Burke recused himself. Mr. Branigin asked Mr. Hughes if
this item should be addressed much as the proposed noise ordinance. Mr. Hughes confirmed.
Spec Hosti made a motion to deny the second reading of the Alcohol Restrictions. John
Branigin seconded. Discussion: Ms. DeVetter recommended this would be sent to the
Committee to review the issues. Spec Hosti amended his motion to move forward with forming
a Committee to review the issue. John Branigin accepted is amendment. Vote was unanimous
to approve, 5-0. Nancy DeVetter made to motion to appoint the ten (10) members as presented
by the City Manager to the Committee as to follow the schedule as proposed. Dr. Gillen confirmed
he has contacted each member as to the meeting schedule to include the expectations of the
Committee: (1) to define the problem and (2) to recommend alternative solutions to the problems
- Page 7 -Item #1.
other than a total ban. This will have a sunset of sixty days which will be mid-January 2021.
Monty Parks seconded. Vote was unanimous to approve, 5-0. Monty Parks made a motion
to reserve one spot at the table for Council to decide upon, eleven (11) members for the
Committee. Nancy DeVetter seconded. Voting in favor were Monty Parks and Nancy DeVetter.
Voting against were Barry Brown, Spec Hosti and John Branigin. Motion failed 2-3.
Jay Burke returned to the meeting.
Second Reading, 2020-22, Tree Permit Required, Sec 7-040. George Shaw stated this
was approved on first reading by Mayor and Council. He further explained the proposed ordinance
increases the fines for illegal tree cutting. Monty Parks made a motion to approve. Nancy
DeVetter seconded. Vote was unanimous to approve, 6-0.
Resolution, 2020-15, Authorizing Adoption of the Chatham County Multi-
Jurisdictional Pre-Disaster Hazard Mitigation Plan. Monty Parks made a motion to
approve. John Branigin seconded. Vote was unanimous to approve, 6-0.
Council, Officials and City Attorney Considerations and Comments
Bubba Hughes: Discussion Only: 2020-24, Amendment, By the Drink Licensing to
require Liability Insurance, Sec 6-48. Mr. Hughes stated his office was asked to prepare
an ordinance to require liability coverage for businesses that sell by the drink. This was originally
on the agenda for first reading but in light of the discussions that have occurred regarding the
alcohol, would just be for discussion only. He continued, some businesses require liquor liability
coverage such as Savannah and Statesboro and it is his recommendation this be discussed by
the Alcohol Ordinance Committee. Mr. Branigin recommended stipulations of limits be included
if this is presented in ordinance form. Ms. DeVetter confirmed this be moved to the Committee
for their recommendations. Dr. Gillen confirmed this topic will move to the Committee
for recommendations.
Shawn Gillen: Zones/Ordinance on the Beach. Dr. Gillen asked Acting Chief Matt Harrell
to address Mayor and Council. Acting Chief Harrell recommended (1) to make an area around
the jetties for board sports only; and (2) fishing allowed in certain areas i.e., no fishing from
Memorial to Labor Day in the ocean front zone. The pier would be the only location where you
can fish oceanfront. On the north-end, areas would be designated for board sports zones and
fishing areas. With these changes it will enhance public safety. Mr. Burke thanked Acting Chief
Harrell and confirmed the City needs to be proactive to eliminate issues. Acting Chief Harrell
recommended a tri-fold brochure be created and made available to the STVR’s and hotels as well
as posted to the website. He asked Mayor and Council for their recommendations moving
forward. Mayor Sessions expressed her concerns with public safety and asked Acting Chief Harrell
to include “dos and don’ts” regarding wildlife in the tri-fold. Acting Chief Harrell confirmed. Dr.
Gillen stated he will work with Acting Chief Harrell to create a map showing the different zones.
He will also reach out to the Public Safety Committee for their recommendations.
Shawn Gillen: Discussion of STVR online Registration Fee Payments. Dr. Gillen stated
he is requesting guidance from City Council regarding the transaction fees when the annual
registration fee is paid by the STVR’s and Property Management Groups. Two options: (1) the
City absorb the transactions fee or (2) the fee is passed on to the customer. It is his
recommendation the City absorb the fee. With the software, Host Compliance, the customer will
be required to individually issue payment for each property to insure proper payment. Spec
Hosti made a motion for the City to absorb the credit card fees for one year and the STVR owner
- Page 8 -Item #1.
or management companies must complete the registration and pay the fee for individual property.
Monty Parks seconded. Vote was unanimous to approve, 6-0.
Monty Parks made a motion to adjourn to Executive Session to discussion Litigation, Real Estate
and Personnel. John Branigin seconded. Vote was unanimous to approve.
Monty Parks made a motion to adjourn to Regular Session. Barry Brown seconded. Vote was
unanimous to approve, 6-0.
Barry Brown made a motion to adjourn. John Branigin seconded. Vote was unanimous to
approve, 6-0.
Meeting adjourned at 10:45PM.
______________________________
Janet R. LeViner, MMC
Clerk
- Page 9 -Item #1.
File Attachments for Item:
5. Alan Robertson: Coastal Resilience Update
- Page 10 -Item #5.
December 1, 2020
1
Beach and Dune Nourishment Project
The Restored Beach consists of a 40-foot berm, based off the construction baseline,
at +11.2 foot Mean Lower Low Water (MLLW), with a 1:25 foot slope extending to
closure.
The total project extends 15,000 linear feet: 13,200 linear feet from the north
terminal groin to the south terminal groin, and 1,800 linear feet from the south
terminal groin to the mouth of Tybee Creek and Back River.
Approximately 1.3 million cubic yards of sand were placed along this length at a cost
of approximately $15 million, $2 million of which was provided by Tybee under the
State grant.
Of this, approximately 48,000 cubic yards of sand was used to construct Phase 2
dunes, from just south of Center Street to Eastgate.
In addition, 20,000 cubic yards of sand was obtained from an upland source and
trucked in, prior to the USACE beach nourishment, to construct the Phase 1 dunes,
from the Pier to 19th Street.
Phase 1 Dune
SPA Permit #460 was granted in March 2019, good for 5 years.
Construction of the 19th Street dune, funded entirely by the City, began in April
2018 and was completed in one month.
The total height of the dune is approximately 8’ tall: a 6' polypropylene bag
covered with about 2' of sand. According to the DNR Coastal Management
Division, an 8' dune is expected to protect against a 1 in 25 year storm (4%
probability). The length of the dune is approximately 165’. The slope was
defined by DPW to allow ready access for their large vehicles. There is a 16'
wide path for vehicles (marked by stakes) reinforced with 1/2" honeycomb
mat immediately under the sand.
There is approximately 1,700 cubic yards of sand in the vehicular dune. We placed
the balance of approximately 400 cubic yards in the gap between dunes just to the
south of 19th Street. Total cost to build the vehicular dune totaled about $160,000.
We were able to access the sand, arrange delivery, schedule installation and get the
job completed within two weeks from obtaining the SPA permit. Construction began
Monday 24th April 2019 and was completed Friday, April 27th. Guardian had an 8-
man crew on the job.
Phase 1 dune was begun January 28 and completed April 19th, 12 weeks, during
which 20,000 CY of sand, sourced from a quarry in Effingham County and
certified by the DNR, was placed from the Pier to 19th Street. This volume of
sand represented approximately 1,400 dump trucks: 30-50 trucks arriving
each day, 6 days a week.
- Page 11 -Item #5.
December 1, 2020
2
Phase 1 dunes were vegetated the last two weeks of January 2019, during
which approximately 93,000 plants, 77,000 of which were sea oats, were
planted to stabilize the dunes, at a cost of $136,000.
Phase 2 Dune
SPA Permit #473 covering the Phase 2 dune restoration was granted December
2019.
The USACE beach nourishment project began December 2019 and took
approximately eight weeks to complete.
Immediately following completion of the beach nourishment, the City’s
contractor, Guardian Retention Systems, began restoring the Phase 2 dune.
There were three sites of restored dunes: South Island of approximately 12,000
CY of sand, Mid-Island of approximately 36,000 CY of sand, including stabilized
vehicle access, and North island stabilized vehicle access of approximately
6,000 CY of sand.
Construction was completed in 4 weeks at a total cost of approximately
$660,000.
The dunes were vegetated with about 180,000 plants, abut 150,000 were sea
oats, by EarthBalance in early May 2020 for approximately $247,000.
Recognition for leading the way
Tybee Island’s achievements in improving its coastal resiliency has received
nationwide attention. Its planning and execution of coastal resiliency
improvements, as well as effective stewardship of its grant funding, are being
recognized as a standard in developing best practices.
Tybee has been recognized by the American Shore and Beach Preservation
Association (ASBPA) as one of the Best Restored Beach in America this year.
The Georgia DNR used the City’s project as an example of its effective
partnership NOAA’s evaluation of the DNR Coastal Management Division. NOAA
has now asked that Tybee document its process for potential publication of a
Best Practices Manual for use across coastal communities nationwide as part of
a DNR Coastal Incentive Grant.
The National Academies of Sciences, Engineering, and Medicine included Tybee
Island as a city representative of effective flooding mitigation as part of its
Resilient America program.
Coastal resilience improvements continue
Our coastal resilience improvements continue, as we have won or applied for several
grants to help us fund our work:
- Page 12 -Item #5.
December 1, 2020
3
Department of Community Affairs (DCA) Grant
The deadline for this grant has been extended to April 30, 2021. Approximately 95% of the
budget has been spent or is committed. Among the monies committed is $455,000 that will
be applied to various other projects as the City’s match to other grants.
National Fish and Wildlife Foundation (NFWF) Grant
A project to study the Back River area of Tybee and develop a range of flood mitigation
options for consideration by City Council. This project has a budget of $300,000 ($125,000
NFWF grant and $175,000 of the DCA grant) that encompasses the University of Georgia
School of Engineering research groups. Project ends April 30, 2022.
US Corps of Army Engineers (USACE) Ship-Induced Wake Study
A project with USACE to gather data on the wakes created by freighter traffic on the north
end of Tybee This project has a budget of $350,000 ($175,000 DCA grant as City’s 50%
share with balance funded from USACE). It is expected to begin January and take
approximately four months.
Department of Natural Resources Coastal Incentive Grant (DNR CIG)
A project with Georgia Southern University and the DNR to monitor dune vegetation and to
develop a Best Practices manual for DNR and National Oceanographic and Atmospheric
Agency (NOAA) use with other coastal communities facing issues of coastal resilience,
flooding, and storm events. The project has a budget of $135,000 ($62,000 CIG grant and a
$73,000 in-kind match) over 24 months, beginning October 1, 2020.
Federal Emergency Management Agency (FEMA) Grant
A project to develop a Master Stormwater Management Plan for the City. This grant
proposal has been approved verbally and we are awaiting documentation to formalize. The
project has a budget of $255,000 ($190,000 FEMA grant and $65,000 DCA grant). It is
expected to begin early 2021 and take approximately 18 months to complete.
USACE 1037 Study
Discussions continue with USACE and the Georgia Ports Authority about extending the
existing Agreement that will end in 2024 or finding alternatives to construction and
financing of future beach nourishments should the current Agreement with USACE not be
extended.
- Page 13 -Item #5.
File Attachments for Item:
6. Subdivision of land: requesting to split one lot into two lots for residential houses – Lot 10
Ocean View Court -40003 10011 –David E. Lane.
- Page 14 -Item #6.
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VAN HORN STREET(50' R/W PER SMB 17S, PG 10)OCEAN VIEW COURT
(40' R/W PER SMB Q, PG 51)LOT 10A0.183 AC7,951 SQ FTLOT 10B0.169 AC7,371 SQ FT1480 Chatham Parkway, Suite 100
Savannah, Georgia | (912) 200-3041SHEET:SCALE:CHECKED BY:DRAWN BY:DATE:JOB NUMBER:COLEMAN COMPANY, INC. DATE PLOTTED: 11/9/2020 9:25 AM BY: Nathan Bridwell DRAWING PATH: Q:\2020\20-596.000\DWG\Civil\20-596 Lot 10 Ocean View DRAINAGE PLAN 2020.10.21.dwg
20-59610/12/2020JNB1" = 10'DRAINAGEPLAN1/4A SITE PLAN OF LOT 10
OCEAN VIEW SUBDIVISION,
5TH G.M. DISTRICT, CITY OF TYBEE ISLAND,
CHATHAM COUNTY, GEORGIA
PREPARED FOR: DAVID LANE 10LAND SURVEYOR REGISTEREDG
EORGIARANDALL A. RI
CHTE
RENGINEERREGISTEREDGEORGIARANDALL A. RI
CHTE
R
- Page 27 -Item #6.
VAN HORN STREET(50' R/W PER SMB 17S, PG 10)OCEAN VIEW COURT
(40' R/W PER SMB Q, PG 51)LOT 10A0.183 AC7,951 SQ FTLOT 10B0.169 AC7,371 SQ FT1480 Chatham Parkway, Suite 100
Savannah, Georgia | (912) 200-3041SHEET:SCALE:CHECKED BY:DRAWN BY:DATE:JOB NUMBER:COLEMAN COMPANY, INC. DATE PLOTTED: 11/9/2020 9:20 AM BY: Nathan Bridwell DRAWING PATH: Q:\2020\20-596.000\DWG\Civil\20-596 Lot 10 Ocean View DRAINAGE PLAN 2020.10.21.dwg
20-59610/12/2020JNB1" = 10'EROSIONPLAN2/4A SITE PLAN OF LOT 10
OCEAN VIEW SUBDIVISION,
5TH G.M. DISTRICT, CITY OF TYBEE ISLAND,
CHATHAM COUNTY, GEORGIA
PREPARED FOR: DAVID LANE 10LAND SURVEYOR REGISTEREDG
EORGIARANDALL A. RI
CHT
E
RENGINEERREGISTEREDGEORGIARANDALL A. RI
CHTE
R
- Page 28 -Item #6.
1480 Chatham Parkway, Suite 100
Savannah, Georgia | (912) 200-3041SHEET:SCALE:CHECKED BY:DRAWN BY:DATE:JOB NUMBER:COLEMAN COMPANY, INC. DATE PLOTTED: 11/9/2020 9:21 AM BY: Nathan Bridwell DRAWING PATH: Q:\2020\20-596.000\DWG\Civil\20-596 Lot 10 Ocean View DRAINAGE PLAN 2020.10.21.dwg
20-59610/12/2020JNB1" = 10'DRAINAGECALCULATIONS3/4A SITE PLAN OF LOT 10
OCEAN VIEW SUBDIVISION,
5TH G.M. DISTRICT, CITY OF TYBEE ISLAND,
CHATHAM COUNTY, GEORGIA
PREPARED FOR: DAVID LANEHYDROLOGY - PRE VS. POST COMPARISONHYDROLOGY - NARRATIVEPAGES FROM WHITAKER GEOTECHNICAL REPORTLAND SURVEYOR REGISTEREDG
EORGIARANDALL A. RI
CHTE
RENGINEERREGISTEREDGEORGIARANDALL A. RI
CHTE
R
- Page 29 -Item #6.
1480 Chatham Parkway, Suite 100
Savannah, Georgia | (912) 200-3041SHEET:SCALE:CHECKED BY:DRAWN BY:DATE:JOB NUMBER:COLEMAN COMPANY, INC. DATE PLOTTED: 11/9/2020 9:21 AM BY: Nathan Bridwell DRAWING PATH: Q:\2020\20-596.000\DWG\Civil\20-596 Lot 10 Ocean View DRAINAGE PLAN 2020.10.21.dwg
20-59610/12/2020JNB1" = 10'DETAILS4/4A SITE PLAN OF LOT 10
OCEAN VIEW SUBDIVISION,
5TH G.M. DISTRICT, CITY OF TYBEE ISLAND,
CHATHAM COUNTY, GEORGIA
PREPARED FOR: DAVID LANE LAND SURVEYOR REGISTEREDG
EORGIARANDALL A. RI
CHTE
RENGINEERREGISTEREDGEORGIARANDALL A. RI
CHTE
RDs3 NOTES:1. FOR PERMANENT GRASSING SEE SEEDING RATES FOR TEMPORARY & PERMANENT COVER. IF AHYDRAULIC SEEDER IS TO BE USED, REFER TO THE EROSION AND SEDIMENT CONTROL MANUAL FORFURTHER DIRECTION ON THE METHOD OF APPLICATION.2. A 6-12-12 FERTILIZER SHALL BE USED ON THE DISTURBED AREA OF Ds3 AND SHALL BE APPLIED AT RATEOF 1500 LBS. PER AC.3. DRIED STRAW OR DRY HAY SHALL BE USED FOR MULCHING AND APPLIED AT A RATE OF 2 TONS PERACRE. MULCH WILL BE SPREAD UNIFORMLY WITHIN 24 HOURS AFTER SEEDING. THE MULCH MAY BESPREAD BY BLOWER-TYPE SPREADING EQUIPMENT, OTHER SPREADING EQUIPMENT OR BY HAND.MULCH SHALL BE APPLIED TO COVER 75% OF THE SOIL SURFACE.CoFASTENERS FOR SILT FENCESOVERLAP AT FABRIC ENDSSILT FENCE - TYPE NON-SENSITIVESIDE VIEWFRONT VIEW5. ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHED.3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER 2. SCARIFIEDNOTES4. LISTED IN ORDER OF PREFERENCE.1. UNSCARIFIED21ANYTIME EXCEPT JUNE THROUGH OCTOBER.Sd1- Page 30 -Item #6.
PLANNING COMMISSION
NOTICE OF DETERMINATION
Meeting date: November 16, 2020
Project Name/Description: requesting to split one lot into two lots for residential houses – Lot
10 Ocean View Court -40003 10011 –David E. Lane.
Action Requested: Subdivision of land
Special Review Subdivision:
Sketch Plan Approval ___ Conceptual ___
Preliminary Plan Approval ___
Final Plat Approval ___
Minor Subdivision X Major Subdivision ___
Site Plan Approval
Variance
Map Amendment
Text Amendment
Petitioner has met all documentation requirements, all external approval requirements, and all
code requirements, except for the following:
The Planning Commission Motion on Petition: Approval Denial Continued
Action on Motion:
COMMISSIONER FOR AGAINST COMMENTS
Bishop Chair
Bossick X Vice Chair
Matlock X Seconded
McGruder X Motion
McNaughton X
Reynolds Absent
Robertson X
Planning Commission Chair: _____________________________ Date: _______________
Planning & Zoning Manager: _____________________________ Date: _______________
- Page 31 -Item #6.
File Attachments for Item:
7. Special Events Application: Critz Tybee Run Fest, February 5 - 7, 2021, Tybrisa, 16th Street
Lot and 15th Street
- Page 32 -Item #7.
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File Attachments for Item:
8. Agenda Request: Alcohol License request-Special Event, Beer and Wine-Critz Tybee Run Fest,
February 5-7, 2021
- Page 72 -Item #8.
- Page 73 -Item #8.
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File Attachments for Item:
9. Coastal Amateur Radio Society, Field Activity, January 30-31, 2021, Memorial Park/Pavilion
- Page 76 -Item #9.
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File Attachments for Item:
10. Agenda Request: Information for consideration of Alcohol and Entertainment License
renewals for calendar year 2021
- Page 81 -Item #10.
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File Attachments for Item:
11. Crowder Gulf Disaster Recovery and Debris Management Contract Renewal
- Page 86 -Item #11.
Disaster Recovery & Debris Management
Contact Information
DISASTER ADMINISTRATION OFFICE (DAO)
5629 COMMERCE BOULEVARD EAST
MOBILE, ALABAMA 36619
24 Hours / 7 Days a Week
800-992-6207 Phone
251-459-7433 Fax
In the event of activation please contact the Disaster
Administration Office (DAO) first 800-992-6207
Please ask for Ashley Ramsay-Naile.
Official Notices should be sent to
DAO address, DAO fax or jramsay@crowdergulf.com
John Ramsay
Executive Chairman
jramsay@crowdergulf.com
Ashley Ramsay-Naile
President
646-872-1548 Cell
aramsay@crowdergulf.com
John Campbell
Regional Director
859-963-8672 Cell
jcampbell@crowdergulf.com
Barrett Holmes
Regional Manager
864-569-6611 Cell
bholmes@crowdergulf.com
- Page 87 -Item #11.
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File Attachments for Item:
12. 5th Amendment to Water Tower Attachment Lease Agreement: SunCom Wireless Property
Company
- Page 89 -Item #12.
Site #: 8SV0943A
Market: Jacksonville
FIFTH AMENDMENT TO WATER TOWER ATTACHMENT LEASE AGREEMENT
This Fifth Amendment to Water Tower Attachment Lease Agreement (the “Amendment”) is
effective as of the date of execution by the last party to sign (the “Effective Date”) by and between The
City of Tybee Island (“Landlord”) and SunCom Wireless Property Company, LLC (“Tenant”) (each a
“Party”), or collectively, the “Parties”).
Recitals
The parties hereto recite, declare, and agree as follows:
Landlord and Tenant (or as applicable, their respective predecessors in interest) entered into a
Water Tower Attachment Lease Agreement dated August 11, 1999 (including any prior amendments,
the “Lease”), with respect to Water Tank located at 111 Butler Avenue, Tybee Island, GA 31328.
Whereas, Landlord and Tenant desire to amend the Lease to allow Tenant to modify Tenant’s
existing Communications Equipment; and
NOW, THEREFORE, in consideration of the mutual covenants and agreements herein contained
and other good and valuable consideration, the receipt and sufficiency of which are hereby
acknowledged, Landlord and Tenant covenant and agree as follows:
1. Effective as of the date this amendment is last executed by both parties, Tenant will have
the right to modify its Antenna Facilities as described and depicted on Exhibit A, which is
attached hereto and by this reference incorporated herein, and Landlord hereby consents
and approves of the modifications described and depicted on Exhibit A in all respects.
2. The terms and conditions of the Lease are incorporated herein by this reference, and
capitalized terms used in this Amendment shall have the same meanings such terms are
given in the Lease. Except as specifically set forth herein, this Amendment shall in no way
modify, alter, or amend the remaining terms of the Lease, all of which are ratified by the
parties and shall remain in full force and effect. To the extent there is any conflict between
the terms and conditions of the Lease and this Amendment, the terms and conditions of this
Amendment will govern and control.
3. Landlord represents and warrants to Tenant that the consent or approval of no third party,
including, without limitation, a lender, is required with respect to the execution of this
Amendment, or if any such third party consent or approval is required, Landlord has
obtained any and all such consents or approvals.
- Page 90 -Item #12.
Site #: 8SV0943A
Market: Jacksonville
In WITNESS WHEREOF, the parties have executed this Amendment effective as of the date of
execution by the last party to sign.
Landlord: Tenant:
City of Tybee Island SunCom Wireless Property Company, LLC
By: ____________________________ By: ________________________________
Name: _________________________ Name: _____________________________
Title: ___________________________ Title: _______________________________
Date: ___________________________ Date: _______________________________
_______________________________ _____________________________________
Witness Witness
________________________________ ______________________________________
Printed Name Printed Name
- Page 91 -Item #12.
Site #: 8SV0943A
Market: Jacksonville
EXHIBIT A
See attached engineer stamped construction drawings by SMW Engineering Group, Inc., consisting of 16
pages, last modified July 27, 2020.
Allowable Loading:
(6) Panel Antennas
(9) Remote Radio Units (6 installed/3 reserved loading)
(3) COVP units
(3) 1.58” Hybrid Cables
(1) 1.49” HCS 2.0 Trunk Cable
- Page 92 -Item #12.
July 6, 2020
Julie Pace Tower Engineering Professionals
T-Mobile 326 Tryon Road
7025 A.C. Skinner Pkwy.Raleigh, NC 27603
Jacksonville, FL 32256 (919) 661-6351
(904) 251-7084 Structures@tepgroup.net
Subject: Structural Analysis Report
T-Mobile Designation:T-Mobile Reconfiguration
Carrier Site Number:8SV0943A
Carrier Site Name:Tybee Island
Engineering Firm Designation:TEP Project Number:18995.422072
Site Data:111 Butler Ave., Tybee Island, Chatham County, GA 31328
Latitude 32° 00' 40.39, Longitude -80° 50' 31.08''
152 Foot - 150,000 Gallon - Single Pedestal Water Tank
Dear Julie Pace,
Tower Engineering Professionals is pleased to submit this “Structural Analysis Report” to determine the
structural integrity of the above mentioned water tank.
The purpose of the analysis is to determine acceptability of the water tank stress level, including the lateral-
resistance system. Based on our analysis we have determined the water tank stress level for the structure and
corral mount under the following load case, to be:
LC1: Existing + Proposed Equipment Sufficient Capacity
Note: See Table 1 for the existing and proposed loading
The analysis has been performed in accordance with the ASCE 7-16 Minimum Design Loads and Associate
Criteria for Buildings and Other Structures and the 2018 International Building Code based upon a wind speed of
153 mph 3-second gust and exposure category D.
All modifications and equipment proposed in this report shall be installed in accordance with the appurtenances
listed in Table 1 for the determined available structural capacity to be effective.
We at Tower Engineering Professionals appreciate the opportunity of providing our continuing professional
services to you and T-Mobile. If you have any questions or need further assistance on this or any other projects
please give us a call.
Structural analysis prepared by: Daniel Graber
Respectfully submitted by:
Ronnie E. Glover, P.E.
Structure
Capacity Controlling Component Notes
38.3%Anchor Bolts Lateral-Resistance System
95.2%Toe Plate Members Corral Mount
07/06/2020- Page 93 -Item #12.
July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 2
TABLE OF CONTENTS
1) INTRODUCTION
2) ANALYSIS CRITERIA
Table 1 - Existing and Proposed Antenna and Cable Information
3) ANALYSIS PROCEDURE
Table 2 - Documents Provided
3.1) Analysis Method
3.2) Assumptions
4) ANALYSIS RESULTS
Table 3 - Water Tank Component Capacity
Table 4 - Foundation Comparison Results
4.1) Recommendations
5) APPENDIX A
Analysis Calculations
6) APPENDIX B
Corral Mount Analysis
- Page 94 -Item #12.
July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 3
1) INTRODUCTION
The water tank is a 152-ft, 150,000-gallon,single pedestal water tank designed by Brown Steel Contractors, Inc.
in November of 1998. TEP visited the site in February of 2015 to collect existing mount and appurtenance
information. All other information provided to TEP was assumed to be accurate and complete.
2) ANALYSIS CRITERIA
The analysis has been performed in accordance with the ASCE 7-16 Minimum Design Loads and Associated
Criteria for Buildings and Other Structures and the 2018 International Building Code, 6th Edition, using a 3-second
gust wind speed of 153 mph with the following design criteria. Seismic loading was not considered in this analysis.
The structure may remain unaltered with respect to the seismic loading per Section 1103.3 of the 2018 IEBC
because the additional loading does not increase the seismic forces in any structural element by more than 10%
cumulative since the original construction.
1) Classification of Structure:Class III
2) Exposure Category:Exposure D
3) Topographic Category:Category 1
Table 1 - Existing and Proposed Antenna and Cable Information
Existing/
Proposed
Elevation
(ft)Qty Antenna Model Mount
Type
Qty
Coax Coax Size Coax
Location
Owner/
Tenant
Existing 155
6 Kathrein 80010865
8-Post
Corral
Mount
6
3
1 5/8
Hybrid Inside AT&T
3 Kathrein 742236
9 Ericsson RRUS 12
6 Ericsson RRUS A2
3 Ericsson RRUS 11
3 Raycap COVP
Proposed 155
3 Nokia AAHF
1 Hybrid Inside T-Mobile3Nokia AHFIG1
3 Nokia COVP
Existing 155 3 Commscope
FFHH-65C-R3 3 Hybrid Inside T-Mobile
3 Nokia AHLOA
To Be
Removed 155
3 Andrew
TMBXX-6517-A2M ---T-Mobile3Nokia FXFC
3 Nokia AHFIB
Existing 155 1 4 Element 20’ Dipole 1 3/8 Inside Unknown
Existing 135
3 RFS APXVSPP18-C
Mount
Pipes 6 1 5/8 Inside Sprint31900 RRH
3 800 RRH
Notes:
1) Equipment to be mounted to mount pipes directly behind antennas.
- Page 95 -Item #12.
July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 4
3) ANALYSIS PROCEDURE
Table 2 - Documents Provided
Document Remarks Source
Tank Fabrication
Drawings
Brown Steel Contractors, Inc. dated November 25, 1998
Job No. 3313-98 T-Mobile
Mount Mapping Tower Engineering Professionals Inc., dated February 27, 2015
TEP No. 18995.51747 TEP
Previous Structural
Analysis
Tower Engineering Professionals Inc., dated June 6, 2018
TEP No. 18995.206907 TEP
Correspondence Correspondence with T-Mobile concerning the existing and proposed
loading.T-Mobile
3.1) Analysis Method
RISA-3D (version 17.0.2) a commercially available analysis software package, was used to create a
three-dimensional model of the water tank structure and calculate member stresses for various loading
cases. Selected output from the analysis is included in Appendix A.
3.2) Assumptions
1) The water tank, tank components, and foundation were built in accordance with the
manufacturer’s specifications.
2) The water tank, tank components, and foundation have been maintained in accordance with the
manufacturer’s specification.
3) The configuration of antennas, transmission cables, mounts and other appurtenances are as
specified in Table 1.
4) All water tank components are in sufficient condition to carry their full design capacity.
5) Serviceability with respect to antenna twist, tilt, roll, or lateral translation, is not checked and is
left to the carrier or tank owner to ensure conformance.
6) All antenna mounts and mounting hardware are structurally sufficient to carry the full design
capacity requirements of appurtenance wind area and weight as provided by the original
manufacturer specifications. It is the carrier’s responsibility to ensure compliance to the structural
limitations of the existing and/or proposed antenna mounts. TEP did not perform a site visit to
verify the size, condition or capacity of the antenna mounts and did not analyze antennas
supporting mounts as part of this structural analysis report.
This analysis may be affected if any assumptions are not valid or have been made in error. Tower
Engineering Professionals should be notified to determine the effect on the structural integrity of the
water tank.
- Page 96 -Item #12.
July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 5
4) ANALYSIS RESULTS
Table 3 - Water Tank Component Capacity
Notes Component % Capacity Pass / Fail
1 Pedestal 35.1 Pass
1 Anchor Bolts 38.3 Pass
Table 4 - Foundation Comparison Results
Component Analysis without
Antennas (kips)
Analysis with
Antennas (kips)Ratio Notes
Pedestal Download 1,949.31 1,957.85 1.00 Maximum Water
Pedestal Download 127.00 132.50 1.04 Minimum Water
Pedestal Shear 80.45 104.07 1.29 -
Moment 8,070.68 11,656.23 1.44 -
Structure Rating (max from all components) =38.3%
Notes:
1)See additional documentation in “Appendix A - Analysis Calculations” for calculations supporting the % capacity listed.
4.1) Recommendations
1) The tank and tank components have sufficient capacity to carry the existing and proposed loads.
No modifications are required at this time.
2) This analysis assumes the structural integrity of the tank and tank components has not been
compromised. TEP recommends inspection and maintenance be performed at regular intervals
as prescribed by AWWA M42 (every three years).
3) If the load differs from that described in Table 1 of this report or the provisions of this analysis are
found to be invalid, another structural analysis should be performed.
4) TEP did not have sufficient information to perform a foundation analysis. Provide TEP with
foundation drawings and a geotechnical report for this site in order to determine the substructure
capacity. If this information is not available, TEP recommends a foundation mapping and
geotechnical investigation.
- Page 97 -Item #12.
July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 6
APPENDIX A
ANALYSIS CALCULATIONS
- Page 98 -Item #12.
Initials Date
Job Number:18995.422072 Produced By:DJG 7/6/2020
Site Name:8SV0943A Tybee Island Checked By:RNM 7/6/2020
Client:T-Mobile
Tower Height:152.0
Tower Type:Single Pedestal Water Tank
Tower Manufacturer:Brown Steel Contractors, Inc.
Manufacture Date:1998
County/City, State:Chatham/Tybe Island, GA
Ultimate Wind Speed (mph):153
Risk Category:III
Exposure Category:D
Topographic Category:1
Crest Height:0
Design Loading:Proposed Loading:Wind Requirements
2018 IBC/ASCE 7-16 = 153 mph
Modeling Assumptions
1) ASCE 7-16
2)
3)
4)
5)
Changes from Rev 0
1) Removed (6) Decibel DB844H90-XY
2)
3)
4)
5)
Member Specification or Yield Assumption
Columns/Riser A36 Y
Anchor Bolts A36 Y
Run Usefulness Report or Modification Issue #
Is this a Report Run?YES 0
Is this a Modification Run?NO
Single Pedestal Water Tank Analysis
- Page 99 -Item #12.
Forces on Tank Bowl
Top of Tank Bowl (ft)152.00
Bottom of Tank Bowl (ft)118.00
Bowl Radius (ft)17.25
Total Wind Area (sf)934.8
Total Force (kips)34.16
Total Surface Area (sf)3,739.3
Average Thickness (in)0.25
Total Weight (kips)38.17
Is the Tank Capacity Known?Y
Tank Capacity (gal)150,000
Water Weight (kips)1,251.25
BLC 3: TANK DL (WATER)N18 L Y -1251.250
BLC 4: TANK DL (STEEL)N19 L Y -38.172
BLC 5: TANK LL (WIND)N19 L X -34.164
- Page 100 -Item #12.
Tank Pedestal - Section Inputs
Number of Tapered Sections 3
Number of Non-Tapered Sections 14
Base Diameter (ft)22.00
Pedestal Diameter (ft)8.00
Top of Taper Elevation (ft)14.96
Section #EL Bot. (ft) ELTop (ft) Length (ft)Thick (in) Bot. Diam. (ft) Top Diam. (ft)Proj. Area (ft2)Cf Pw (psf) Force (kips)
1 0.000 7.208 7.208 0.563 22.000 15.254 134.26 0.500 49.84 3.35
2 7.208 10.437 3.229 0.781 15.254 12.231 44.37 0.501 49.84 1.11
3 10.437 14.958 4.521 0.938 12.231 8.000 45.73 0.508 49.84 1.16
4 14.958 18.187 3.229 0.938 8.000 8.000 25.83 0.633 50.73 0.83
5 18.187 25.989 7.802 0.938 8.000 8.000 62.42 0.633 53.32 2.11
6 25.989 33.791 7.802 0.875 8.000 8.000 62.42 0.633 56.21 2.22
7 33.791 41.593 7.802 0.813 8.000 8.000 62.42 0.633 58.52 2.31
8 41.593 49.395 7.802 0.781 8.000 8.000 62.42 0.633 60.46 2.39
9 49.395 57.197 7.802 0.719 8.000 8.000 62.42 0.633 62.15 2.45
10 57.197 64.999 7.802 0.688 8.000 8.000 62.42 0.633 63.65 2.51
11 64.999 72.801 7.802 0.656 8.000 8.000 62.42 0.633 64.99 2.57
12 72.801 80.603 7.802 0.594 8.000 8.000 62.42 0.633 66.21 2.61
13 80.603 88.405 7.802 0.563 8.000 8.000 62.42 0.633 67.34 2.66
14 88.405 96.207 7.802 0.563 8.000 8.000 62.42 0.633 68.38 2.70
15 96.207 104.009 7.802 0.500 8.000 8.000 62.42 0.633 69.35 2.74
16 104.009 111.811 7.802 0.500 8.000 8.000 62.42 0.633 70.26 2.77
17 111.811 118.030 6.219 0.625 8.000 15.900 74.32 0.609 71.04 3.22
- Page 101 -Item #12.
Distributed Loads - Member Wind Forces
BLC 2: MEMBER WIND FORCES
Member Label Direction Start Mag. (plf) End Mag. (plf) Start Location (ft,%) End Location (ft,%)
S1 X -464.207 -464.207 0 %100
S2 X -343.493 -343.493 0 %100
S3 X -256.121 -256.121 0 %100
S4 X -256.749 -256.749 0 %100
S5 X -269.903 -269.903 0 %100
S6 X -284.482 -284.482 0 %100
S7 X -296.191 -296.191 0 %100
S8 X -306.043 -306.043 0 %100
S9 X -314.584 -314.584 0 %100
S10 X -322.148 -322.148 0 %100
S11 X -328.952 -328.952 0 %100
S12 X -335.146 -335.146 0 %100
S13 X -340.840 -340.840 0 %100
S14 X -346.116 -346.116 0 %100
S15 X -351.034 -351.034 0 %100
S16 X -355.646 -355.646 0 %100
S17 X -517.009 -517.009 0 %100
- Page 102 -Item #12.
Coax Weight Calculations
Weight R Width R Width F Width F Width
(plf)(in)(ft)(in)(ft)
Ladder + Safety 7.39 0.00 0.000 0.00 0.000
T-Mobile Coax 5.76 0.00 0.000 0.00 0.000
AT&T Coax 9.63 0.00 0.000 0.00 0.000
Sprint Coax 6.48 0.00 0.000 0.00 0.000
Inlet/Outlet/Overflow 59.50 0.00 0.000 0.00 0.000
Total =88.75
BLC 6: HANDRAIL DL (WEIGHT)
Member Label Direction Start Mag. (plf) End Mag. (plf) Start Location (ft,%) End Location (ft,%)
S1 Y -88.745 -88.745 0 %100
S2 Y -88.745 -88.745 0 %100
S3 Y -88.745 -88.745 0 %100
S4 Y -88.745 -88.745 0 %100
S5 Y -88.745 -88.745 0 %100
S6 Y -88.745 -88.745 0 %100
S7 Y -88.745 -88.745 0 %100
S8 Y -88.745 -88.745 0 %100
S9 Y -88.745 -88.745 0 %100
S10 Y -88.745 -88.745 0 %100
S11 Y -88.745 -88.745 0 %100
S12 Y -88.745 -88.745 0 %100
S13 Y -88.745 -88.745 0 %100
S14 Y -88.745 -88.745 0 %100
S15 Y -88.745 -88.745 0 %100
S16 Y -88.745 -88.745 0 %100
S17 Y -88.745 -88.745 0 %100
- Page 103 -Item #12.
Handrail Wind and Weight Calculations
Catwalk Radius 0.00 ft Elevation of Appurtenances:135.00 ft
Appurtenance Properties Existing - (3) RFS APXVSPP18-C
App. Height 72.00 in F 17.70 1.39 24.52 171.00
App. Width (Wind)11.80 in
App. Depth 7.00 in
App. Weight 57.00 lbs
Number of App.3
Appurtenance Properties Existing - (3) 1900 RRH
App. Height 23.00 in F 6.23 1.31 8.18 132.00
App. Width (Wind)13.00 in
App. Depth 17.00 in
App. Weight 44.00 lbs
Number of App.3
Appurtenance Properties Existing - (3) 800 RRH
App. Height 19.70 in F 5.34 1.31 6.98 159.00
App. Width (Wind)13.00 in
App. Depth 10.80 in
App. Weight 53.00 lbs
Number of App.3
Appurtenance Properties Existin - (6) Mount Pipes
App. Height 96.00 in R 9.50 1.20 11.40 175.68
App. Width (Wind)2.38 in
App. Depth 2.38 in
App. Weight 29.28 lbs
Number of App.6
Total Weight (kips) =0.638
Total CfA =51.1 sf
Pw =73.06 psf
Ka =1
Wind Force =3.731 kips
BLC 6: HANDRAIL DL (WEIGHT)
N19 L Y -0.638
BLC 7: HANDRAIL LL (WIND)
N19 L X -3.731
- Page 104 -Item #12.
Top of Tank Wind and Weight Calculations
Corral Radius 7.84 ft Elevation of Appurtenances:155.00 ft
Number of Posts 8
Horizontal Properties
Height Perpendicular to Wind of Horizontals Shape Area Cf CfA
Upper 3.00 in F 7.84 2.00 15.68
Middle 3.00 in F 7.84 2.00 15.68
Lower 3.00 in F 7.84 2.00 15.68
Toe Plate 4.00 in F 10.45 2.00 20.91
Weight of Horizontals Weights
Upper 4.90 plf 241.37
Middle 4.90 plf 241.37
Lower 4.90 plf 241.37
Other 2 3.40 plf 167.48
Post Properties
Post Width 2.88 in R 9.58 1.11 10.62 232.00
Post Length 5.00 ft
Post Weight 5.80 plf
Kicker 1 Properties
Kicker Width 2.50 in F 5.56 1.70 9.44 81.87
Kicker Length 3.33 ft
Kicker Weight 3.07 plf
Appurtenance Properties Existing - (6) Kathrein 80010865
App. Height 78.35 in F 48.45 1.37 66.44 396.84
App. Width (Wind)14.84 in
App. Depth 6.65 in
App. Weight 66.14 lbs
Number of App.6
Appurtenance Properties Existing - (3) Kathrein 742236
App. Height 52.00 in F 13.76 1.35 18.60 109.11
App. Width (Wind)12.70 in
App. Depth 2.80 in
App. Weight 36.37 lbs
Number of App.3
- Page 105 -Item #12.
Appurtenance Properties Existing - (9) Ericsson RRUS 12
App. Height 18.20 in F 20.25 1.30 26.33 540.00
App. Width (Wind)17.80 in
App. Depth 8.00 in
App. Weight 60.00 lbs
Number of App.9
Appurtenance Properties Existing - (6) Ericsson RRUS A2
App. Height 16.41 in F 10.33 1.30 13.45 132.24
App. Width (Wind)15.11 in
App. Depth 3.34 in
App. Weight 22.04 lbs
Number of App.6
Appurtenance Properties Existing - (3) Ericsson RRUS 11
App. Height 19.70 in F 6.98 1.30 9.09 152.10
App. Width (Wind)17.00 in
App. Depth 7.20 in
App. Weight 50.70 lbs
Number of App.3
Appurtenance Properties Existing - (3) Raycap COVP
App. Height 20.22 in F 7.94 1.30 10.34 45.90
App. Width (Wind)18.86 in
App. Depth 7.00 in
App. Weight 15.30 lbs
Number of App.3
Appurtenance Properties Proposed - (3) Nokia AAHF
App. Height 25.63 in F 10.53 1.30 13.74 310.86
App. Width (Wind)19.72 in
App. Depth 9.65 in
App. Weight 103.62 lbs
Number of App.3
Appurtenance Properties Proposed - (3) Nokia AHFIG
App. Height 27.60 in F 7.71 1.32 10.15 238.20
App. Width (Wind)13.40 in
App. Depth 5.60 in
App. Weight 79.40 lbs
Number of App.3
- Page 106 -Item #12.
Appurtenance Properties Proposed - (3) Nokia COVP
App. Height 9.33 in F 1.78 1.30 2.32 33.00
App. Width (Wind)9.16 in
App. Depth 5.06 in
App. Weight 11.00 lbs
Number of App.3
Appurtenance Properties Existing - (3) Commscope FFHH-65C-R3
App. Height 96.00 F 50.40 1.35 67.88 377.10
App. Width (Wind)25.20
App. Depth 9.30
App. Weight 125.70
Number of App.3
Appurtenance Properties Existing - (3) Nokia AHLOA
App. Height 22.05 F 5.57 1.31 7.32 251.40
App. Width (Wind)12.13
App. Depth 7.44
App. Weight 83.80
Number of App.3
Appurtenance Properties Existing - (1) 20' Dipole Antenna
App. Height 240.00 R 4.17 1.20 5.00 60.00
App. Width (Wind)2.50
App. Depth 2.50
App. Weight 60.00
Number of App.1
Appurtenance Properties Pipe Extensions
App. Height 29.50 R 2.43 0.92 2.24 45.00
App. Width (Wind)2.38
App. Depth 2.38
App. Weight 9.00
Number of App.5
Appurtenance Properties Mount Pipes
App. Height 72.00 R 10.69 1.20 12.83 197.64
App. Width (Wind)2.38
App. Depth 2.38
App. Weight 21.96
Number of App.9
- Page 107 -Item #12.
Total Weight (kips) =4.304
Total CfA =353.7 sf
Pw =74.83 psf
Ka =1.00
Wind Force =26.469 kips
BLC 8: CORRAL DL (WEIGHT)
N20 L Y -4.304
BLC 9: CORRAL LL (WIND)
N20 L X -26.469
- Page 108 -Item #12.
Section Properties
BOTTOM
Section Area (in^2)Z (ft^3)S (ft^3)r (in)Length (ft)Radius (ft)D/t kl/r Fcr (ksi)Fe (ksi)
1 465.5324 22.5910 17.7052 93.1394 118.030 11.000 469.333 30.4138 34.288946 309.42659
2 447.3678 15.0200 11.7465 64.4401 110.822 7.627 234.281 41.2744 32.911923 168.01017
3 429.5338 11.5395 9.0055 51.5632 107.593 6.116 156.563 50.0789 31.547427 114.12683
4 279.9821 4.9030 3.8134 33.6113 103.072 4.000 102.400 73.5981 27.068235 52.840214
5 279.9821 4.9030 3.8134 33.6113 99.843 4.000 102.400 71.2924 27.548488 56.313268
6 261.4884 4.5821 3.5662 33.6332 92.041 4.000 109.714 65.6787 28.686514 66.351188
7 242.9702 4.2604 3.3180 33.6551 84.239 4.000 118.154 60.0722 29.771229 79.314091
8 233.7168 4.0995 3.1937 33.6660 76.437 4.000 122.872 54.4908 30.790455 96.394386
9 215.1618 3.7765 2.9439 33.6879 68.635 4.000 133.556 48.8970 31.742308 119.71075
10 205.8602 3.6144 2.8185 33.6989 60.833 4.000 139.636 43.3246 32.612784 152.4857
11 196.5822 3.4526 2.6932 33.7099 53.031 4.000 146.275 37.7558 33.397273 200.78452
12 177.9781 3.1279 2.4415 33.7318 45.229 4.000 161.671 32.1802 34.08994 276.38936
13 168.6519 2.9650 2.3151 33.7428 37.427 4.000 170.667 26.6204 34.681717 403.89496
14 168.6519 2.9650 2.3151 33.7428 29.625 4.000 170.667 21.0711 35.168303 644.64668
15 150.0110 2.6390 2.0619 33.7648 21.823 4.000 192.000 15.5118 35.546863 1189.5289
16 150.0110 2.6390 2.0619 33.7648 14.021 4.000 192.000 9.9661 35.812254 2881.6813
17 187.2683 3.2901 2.5673 33.7209 6.219 4.000 153.600 4.4262 35.962889 14609.384
TOP
Section Area (in^2)Z (ft^3)S (ft^3)r (in)Length (ft)Radius (ft)D/t kl/r Fcr (ksi)Fe (ksi)
1 322.4709 10.8397 8.4874 64.5172 118.030 7.627 325.411 43.9065 32.525754 148.47077
2 358.3511 9.6374 7.5291 51.6181 110.822 6.116 187.863 51.5270 31.304014 107.80232
3 279.9821 4.9030 3.8134 33.6113 107.593 4.000 102.400 76.8263 26.385029 48.492876
4 279.9821 4.9030 3.8134 33.6113 103.072 4.000 102.400 73.5981 27.068235 52.840214
5 279.9821 4.9030 3.8134 33.6113 99.843 4.000 102.400 71.2924 27.548488 56.313268
6 261.4884 4.5821 3.5662 33.6332 92.041 4.000 109.714 65.6787 28.686514 66.351188
7 242.9702 4.2604 3.3180 33.6551 84.239 4.000 118.154 60.0722 29.771229 79.314091
8 233.7168 4.0995 3.1937 33.6660 76.437 4.000 122.872 54.4908 30.790455 96.394386
9 215.1618 3.7765 2.9439 33.6879 68.635 4.000 133.556 48.8970 31.742308 119.71075
10 205.8602 3.6144 2.8185 33.6989 60.833 4.000 139.636 43.3246 32.612784 152.4857
11 196.5822 3.4526 2.6932 33.7099 53.031 4.000 146.275 37.7558 33.397273 200.78452
12 177.9781 3.1279 2.4415 33.7318 45.229 4.000 161.671 32.1802 34.08994 276.38936
13 168.6519 2.9650 2.3151 33.7428 37.427 4.000 170.667 26.6204 34.681717 403.89496
14 168.6519 2.9650 2.3151 33.7428 29.625 4.000 170.667 21.0711 35.168303 644.64668
15 150.0110 2.6390 2.0619 33.7648 21.823 4.000 192.000 15.5118 35.546863 1189.5289
16 150.0110 2.6390 2.0619 33.7648 14.021 4.000 192.000 9.9661 35.812254 2881.6813
17 373.4077 13.0811 10.2403 67.2374 6.219 7.950 305.280 2.2198 35.990662 58083.891
- Page 109 -Item #12.
BOTTOM
Section Moment Weight ØPn ØMn Compression Flexure Combined Compression/Flexure Section Check
1 11656.231 1957.854 14366.353 944149.802 13.6%1.2%13.6%OK
2 10918.171 1943.429 13251.362 601241.639 14.7%1.8%14.7%OK
3 10594.732 1936.831 12195.618 441831.135 15.9%2.4%15.9%OK
4 10147.002 1928.629 6820.759 160532.627 28.3%6.3%28.7%OK
5 9830.431 1923.921 6941.776 163380.852 27.7%6.0%28.1%OK
6 9076.971 1912.545 6751.073 159099.477 28.3%5.7%28.7%OK
7 8340.385 1901.857 6510.170 153622.103 29.2%5.4%29.5%OK
8 7621.473 1891.857 6476.621 152929.786 29.2%5.0%29.5%OK
9 6920.889 1882.201 6146.758 145329.948 30.6%4.8%30.8%OK
10 6239.195 1873.234 6042.306 142953.543 31.0%4.4%31.2%OK
11 5576.880 1864.613 5908.778 139885.328 31.6%4.0%31.7%OK
12 4934.381 1856.338 5460.537 129442.002 34.0%3.8%34.1%OK
13 4312.095 1848.753 5264.225 124869.837 35.1%3.5%35.2%OK
14 3710.383 1841.515 5338.083 126621.764 34.5%2.9%34.6%OK
15 3129.579 1834.278 4799.179 113987.039 38.2%2.7%38.3%OK
16 2569.993 1827.733 4835.009 114838.060 37.8%2.2%37.9%OK
17 2031.915 1821.188 6061.239 143588.306 30.0%1.4%30.1%OK
TOP Section Check
1 10918.171 1943.429 9439.747 429325.950 20.6%2.5%20.7%OK
2 10594.732 1936.831 10096.046 366545.698 19.2%2.9%19.3%OK
3 10147.002 1928.629 6648.602 156480.761 29.0%6.5%29.4%OK
4 9830.431 1923.921 6820.759 160532.627 28.2%6.1%28.6%OK
5 9076.971 1912.545 6941.776 163380.852 27.6%5.6%27.9%OK
6 8340.385 1901.857 6751.073 159099.477 28.2%5.2%28.4%OK
7 7621.473 1891.857 6510.170 153622.103 29.1%5.0%29.3%OK
8 6920.889 1882.201 6476.621 152929.786 29.1%4.5%29.3%OK
9 6239.195 1873.234 6146.758 145329.948 30.5%4.3%30.7%OK
10 5576.880 1864.613 6042.306 142953.543 30.9%3.9%31.0%OK
11 4934.381 1856.338 5908.778 139885.328 31.4%3.5%31.5%OK
12 4312.095 1848.753 5460.537 129442.002 33.9%3.3%34.0%OK
13 3710.383 1841.515 5264.225 124869.837 35.0%3.0%35.1%OK
14 3129.579 1834.278 5338.083 126621.764 34.4%2.5%34.4%OK
15 2569.993 1827.733 4799.179 113987.039 38.1%2.3%38.1%OK
16 2031.915 1821.188 4835.009 114838.060 37.7%1.8%37.7%OK
17 1621.637 1812.110 12095.270 573178.455 15.0%0.3%15.0%OK
- Page 110 -Item #12.
Anchor Bolts
INPUT
Elevation (ft)0
Moment (k-ft)11,656.23
Download (kips)132.50
Radius (in)268.00
Db (in)2.25
Fy (ksi)36
Fu (ksi)58
Total number of bolts 20
Note: This sheet is to be used when bolts are in a pattern similar to that shown above
Formula:
Tmax = [Moment*radius/SUM((# of bolts at distance y)*y^2)] - [(Download)/(total # of bolts)]
Number of bolts used in calc.20
Number of y's 5
OUTPUT
y angle distance # of bolts #'s to be Sum =718240.00
number (deg)y, (in)at dist y summed Fy 36.0
y5 90 268 2 143648.00 0.60*Fu 34.8
y4 72.00 254.88 4 259861.67 Tult 45.57
y3 54.00 216.82 4 188037.67 Tall 129.72
y2 36.00 157.53 4 99258.33 Ratio =35.1%
y1 18.00 82.82 4 27434.33
splice or anchor bolts
18 shown here
radius
y1
y2
y5
y3
y4
7/6/2020
- Page 111 -Item #12.
Tower Engineering Profess...
DJG
TEP No. 18995.422072
Tybee WT
SK - 1
July 6, 2020 at 2:55 PM
Tank.r3d
Y
XZ
Envelope Only Solution
- Page 112 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
(Global) Model Settings
Display Sections for Member Calcs
Max Internal Sections for Member Calcs
Include Shear Deformation?
Increase Nailing Capacity for Wind?
Include Warping?
Trans Load Btwn Intersecting Wood Wall?
Area Load Mesh (in^2)
Merge Tolerance (in)
P-Delta Analysis Tolerance
Include P-Delta for Walls?
Automatically Iterate Stiffness for Walls?
Max Iterations for Wall Stiffness
Gravity Acceleration (ft/sec^2)
Wall Mesh Size (in)
Eigensolution Convergence Tol. (1.E-)
Vertical Axis
Global Member Orientation Plane
Static Solver
Dynamic Solver
5
97
Yes
Yes
Yes
Yes
144
.12
0.50%
Yes
Yes
3
32.2
24
4
Y
XZ
Sparse Accelerated
Accelerated Solver
Hot Rolled Steel Code
Adjust Stiffness?
RISAConnection Code
Cold Formed Steel Code
Wood Code
Wood Temperature
Concrete Code
Masonry Code
Aluminum Code
Stainless Steel Code
Adjust Stiffness?
AISC 15th(360-16): LRFD
No
AISC 14th(360-10): ASD
AISI S100-16: ASD
AWC NDS-18: ASD
< 100F
ACI 318-14
TMS 402-16: ASD
AA ADM1-15: ASD - Building
AISC 14th(360-10): ASD
Yes(Iterative)
Number of Shear Regions
Region Spacing Increment (in)
Biaxial Column Method
Parme Beta Factor (PCA)
Concrete Stress Block
Use Cracked Sections?
Use Cracked Sections Slab?
Bad Framing Warnings?
Unused Force Warnings?
Min 1 Bar Diam. Spacing?
Concrete Rebar Set
Min % Steel for Column
Max % Steel for Column
4
4
Exact Integration
.65
Rectangular
Yes
No
No
Yes
No
REBAR_SET_ASTMA615
1
8
RISA-3D Version 17.0.2 Page 1 [G:\...\...\...\...\Tank Analysis\Tank.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
(Global) Model Settings, Continued
Seismic Code
Seismic Base Elevation (ft)
Add Base Weight?
Ct X
Ct Z
T X (sec)
T Z (sec)
R X
R Z
Ct Exp. X
Ct Exp. Z
SD1
SDS
S1
TL (sec)
Risk Cat
Drift Cat
ASCE 7-16
Not Entered
Yes
.02
.02
Not Entered
Not Entered
3
3
.75
.75
1
1
1
5
I or II
Other
Om Z
Om X
Cd Z
Cd X
Rho Z
Rho X
1
1
4
4
1
1
Hot Rolled Steel Properties
Label E [ksi]G [ksi]Nu Therm (\1... Density[k/f... Yield[ksi]Ry Fu[ksi]Rt
1 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1
2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2
3 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1
4 A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.3
5 A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.3
6 A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2
7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.3
8 A913 Gr.65 29000 11154 .3 .65 .49 65 1.1 80 1.1
General Section Sets
Label Shape Type Material A [in2]Iyy [in4]Izz [in4]J [in4]
1 GEN1A RE4X4 Beam gen_Conc3NW 16 21.333 21.333 31.573
2 RIGID None RIGID 1e+6 1e+6 1e+6 1e+6
3 S1 PI223.52186121139...None gen_Steel 394.002 2.448e+6 2.448e+6 4.897e+6
4 S2 PI164.91054953870...None gen_Steel 402.86 1.357e+6 1.357e+6 2.713e+6
5 S3 PI121.38868832731...None gen_Steel 354.758 6.434e+5 6.434e+5 1.287e+6
6 S4 PI96X0.9375 None gen_Steel 279.982 3.163e+5 3.163e+5 6.326e+5
7 S5 PI96X0.9375 None gen_Steel 279.982 3.163e+5 3.163e+5 6.326e+5
8 S6 PI96X0.875 None gen_Steel 261.489 2.958e+5 2.958e+5 5.916e+5
9 S7 PI96X0.8125 None gen_Steel 242.97 2.752e+5 2.752e+5 5.504e+5
10 S8 PI96X0.7813 None gen_Steel 233.717 2.649e+5 2.649e+5 5.298e+5
11 S9 PI96X0.7188 None gen_Steel 215.162 2.442e+5 2.442e+5 4.884e+5
12 S10 PI96X0.6875 None gen_Steel 205.86 2.338e+5 2.338e+5 4.676e+5
13 S11 PI96X0.6563 None gen_Steel 196.582 2.234e+5 2.234e+5 4.468e+5
14 S12 PI96X0.5938 None gen_Steel 177.978 2.025e+5 2.025e+5 4.05e+5
15 S13 PI96X0.5625 None gen_Steel 168.652 1.92e+5 1.92e+5 3.84e+5
16 S14 PI96X0.5625 None gen_Steel 168.652 1.92e+5 1.92e+5 3.84e+5
17 S15 PI96X0.5 None gen_Steel 150.011 1.71e+5 1.71e+5 3.42e+5
18 S16 PI96X0.5 None gen_Steel 150.011 1.71e+5 1.71e+5 3.42e+5
19 S17 PI143.4X0.625 None gen_Steel 280.338 7.143e+5 7.143e+5 1.429e+6
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- Page 113 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Joint Coordinates and Temperatures
Label X [ft]Y [ft]Z [ft]Temp [F]Detach From Diap...
1 N1 0 0 0 0
2 N2 0 7.208 0 0
3 N3 0 10.437 0 0
4 N4 0 14.958 0 0
5 N5 0 18.187 0 0
6 N6 0 25.989 0 0
7 N7 0 33.791 0 0
8 N8 0 41.593 0 0
9 N9 0 49.395 0 0
10 N10 0 57.197 0 0
11 N11 0 64.999 0 0
12 N12 0 72.801 0 0
13 N13 0 80.603 0 0
14 N14 0 88.405 0 0
15 N15 0 96.207 0 0
16 N16 0 104.009 0 0
17 N17 0 111.811 0 0
18 N18 0 118.03 0 0
19 N19 0 135 0 0
20 N20 0 155 0 0
21 N21 0 0 0 0
Joint Boundary Conditions
Joint Label X [k/in]Y [k/in]Z [k/in]X Rot.[k-ft/rad]Y Rot.[k-ft/rad]Z Rot.[k-ft/rad]
1 N1 Reaction Reaction Reaction Reaction Reaction Reaction
Member Primary Data
Label I Joint J Joint K Joint Rotate(...Section/Shape Type Design List Material Design ...
1 S1 N1 N2 S1 None None gen_Steel Default
2 S2 N2 N3 S2 None None gen_Steel Default
3 S3 N3 N4 S3 None None gen_Steel Default
4 S4 N4 N5 S4 None None gen_Steel Default
5 S5 N5 N6 S5 None None gen_Steel Default
6 S6 N6 N7 S6 None None gen_Steel Default
7 S7 N7 N8 S7 None None gen_Steel Default
8 S8 N8 N9 S8 None None gen_Steel Default
9 S9 N9 N10 S9 None None gen_Steel Default
10 S10 N10 N11 S10 None None gen_Steel Default
11 S11 N11 N12 S11 None None gen_Steel Default
12 S12 N12 N13 S12 None None gen_Steel Default
13 S13 N13 N14 S13 None None gen_Steel Default
14 S14 N14 N15 S14 None None gen_Steel Default
15 S15 N15 N16 S15 None None gen_Steel Default
16 S16 N16 N17 S16 None None gen_Steel Default
17 S17 N17 N18 S17 None None gen_Steel Default
18 R1 N18 N20 RIGID None None RIGID Typical
Joint Loads and Enforced Displacements (BLC 3 : TANK DL (WATER))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N18 L Y -1251.25
Joint Loads and Enforced Displacements (BLC 4 : TANKDL (STEEL))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N19 L Y -38.172
Joint Loads and Enforced Displacements (BLC 5 : TANK LL (WIND))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
RISA-3D Version 17.0.2 Page 3 [G:\...\...\...\...\Tank Analysis\Tank.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Joint Loads and Enforced Displacements (BLC 5 : TANK LL (WIND)) (Continued)
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N19 L X -34.164
Joint Loads and Enforced Displacements (BLC 6 : HANDRAIL DL (WEIGHT))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N19 L Y -.638
Joint Loads and Enforced Displacements (BLC 7 : HANDRAIL LL (WIND))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N19 L X -3.731
Joint Loads and Enforced Displacements (BLC 8 : CORRAL DL (WEIGHT))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N20 L Y -4.304
Joint Loads and Enforced Displacements (BLC 9 : CORRAL LL (WIND))
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
1 N20 L X -26.469
Member Distributed Loads (BLC 2 : MEMBER WIND FORCES)
Member Lab...Directi...Start Magnitude[lb/ft,F,ksf]End Magnitude[lb/ft,F,ksf]Start Loc... End Loca...
1 S1 X -464.207 -464.207 0 %100
2 S2 X -343.493 -343.493 0 %100
3 S3 X -256.121 -256.121 0 %100
4 S4 X -256.749 -256.749 0 %100
5 S5 X -269.903 -269.903 0 %100
6 S6 X -284.482 -284.482 0 %100
7 S7 X -296.191 -296.191 0 %100
8 S8 X -306.043 -306.043 0 %100
9 S9 X -314.584 -314.584 0 %100
10 S10 X -322.148 -322.148 0 %100
11 S11 X -328.952 -328.952 0 %100
12 S12 X -335.146 -335.146 0 %100
13 S13 X -340.84 -340.84 0 %100
14 S14 X -346.116 -346.116 0 %100
15 S15 X -351.034 -351.034 0 %100
16 S16 X -355.646 -355.646 0 %100
17 S17 X -517.009 -517.009 0 %100
Member Distributed Loads (BLC 6 : HANDRAIL DL (WEIGHT))
Member Lab...Directi...Start Magnitude[lb/ft,F,ksf]End Magnitude[lb/ft,F,ksf]Start Loc... End Loca...
1 S1 Y -88.745 -88.745 0 %100
2 S2 Y -88.745 -88.745 0 %100
3 S3 Y -88.745 -88.745 0 %100
4 S4 Y -88.745 -88.745 0 %100
5 S5 Y -88.745 -88.745 0 %100
6 S6 Y -88.745 -88.745 0 %100
7 S7 Y -88.745 -88.745 0 %100
8 S8 Y -88.745 -88.745 0 %100
9 S9 Y -88.745 -88.745 0 %100
10 S10 Y -88.745 -88.745 0 %100
11 S11 Y -88.745 -88.745 0 %100
12 S12 Y -88.745 -88.745 0 %100
13 S13 Y -88.745 -88.745 0 %100
14 S14 Y -88.745 -88.745 0 %100
15 S15 Y -88.745 -88.745 0 %100
16 S16 Y -88.745 -88.745 0 %100
17 S17 Y -88.745 -88.745 0 %100
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- Page 114 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P...
1 GRAVITY None -1
2 MEMBER WIND FO...None 17
3 TANK DL (WATER)None 1
4 TANKDL (STEEL)None 1
5 TANK LL (WIND)None 1
6 HANDRAIL DL (WEI...None 1 17
7 HANDRAIL LL (WIND)None 1
8 CORRAL DL (WEIG...None 1
9 CORRAL LL (WIND)None 1
Load Combinations
DescriptionSo... PDelta S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...
1 1.4D Yes 1 1.4 2 3 1.4 4 1.4 5 L4 1.4 L5
2 1.2D + W Yes 1 1.2 2 1 3 1.2 4 1.2 5 1 L4 1.2 L5 1
3 0.9D + W Yes 1 .9 2 1 3 4 .9 5 1 L4 .9 L5 1
4 ADD DL 6 1 8 1
5 ADD WL 7 1 9 1
Envelope Joint Reactions
Joint X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft]LC
1 N1 max 104.068 3 1957.854 1 0 3 0 3 0 3 0 1
2 min 0 1 132.496 3 0 1 0 1 0 1 -11656.231 2
3 Totals:max 104.068 3 1957.854 1 0 3
4 min 0 1 132.496 3 0 1
Envelope Member Section Forces
Member Sec Axial[k]LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mom... LC z-z Mome... LC
1 S1 1 max 1957.854 1 0 1 0 3 0 3 0 3 0 1
2 min 132.496 3 -104.068 2 0 1 0 1 0 1 -11656.2...2
3 2 max 1954.248 1 0 1 0 3 0 3 0 3 0 1
4 min 130.177 3 -103.231 2 0 1 0 1 0 1 -11469.4...2
5 3 max 1950.642 1 0 1 0 3 0 3 0 3 0 1
6 min 127.859 3 -102.395 2 0 1 0 1 0 1 -11284.1...2
7 4 max 1947.036 1 0 1 0 3 0 3 0 3 0 1
8 min 125.541 3 -101.558 2 0 1 0 1 0 1 -11100.4...2
9 5 max 1943.429 1 0 1 0 3 0 3 0 3 0 1
10 min 123.222 3 -100.722 2 0 1 0 1 0 1 -10918.1...2
11 S2 1 max 1943.429 1 0 1 0 3 0 3 0 3 0 1
12 min 123.222 3 -100.722 2 0 1 0 1 0 1 -10918.1...2
13 2 max 1941.78 1 0 1 0 3 0 3 0 3 0 1
14 min 122.162 3 -100.444 2 0 1 0 1 0 1 -10836.9...2
15 3 max 1940.13 1 0 1 0 3 0 3 0 3 0 1
16 min 121.102 3 -100.167 2 0 1 0 1 0 1 -10756.0...2
17 4 max 1938.481 1 0 1 0 3 0 3 0 3 0 1
18 min 120.041 3 -99.89 2 0 1 0 1 0 1 -10675.2...2
19 5 max 1936.831 1 0 1 0 3 0 3 0 3 0 1
20 min 118.981 3 -99.612 2 0 1 0 1 0 1 -10594.7...2
21 S3 1 max 1936.831 1 0 1 0 3 0 3 0 3 0 1
22 min 118.981 3 -99.612 2 0 1 0 1 0 1 -10594.7...2
23 2 max 1934.781 1 0 1 0 3 0 3 0 3 0 1
24 min 117.662 3 -99.323 2 0 1 0 1 0 1 -10482.3...2
25 3 max 1932.73 1 0 1 0 3 0 3 0 3 0 1
26 min 116.344 3 -99.033 2 0 1 0 1 0 1 -10370.2...2
27 4 max 1930.679 1 0 1 0 3 0 3 0 3 0 1
28 min 115.026 3 -98.744 2 0 1 0 1 0 1 -10258.4...2
29 5 max 1928.629 1 0 1 0 3 0 3 0 3 0 1
30 min 113.708 3 -98.454 2 0 1 0 1 0 1 -10147.0...2
RISA-3D Version 17.0.2 Page 5 [G:\...\...\...\...\Tank Analysis\Tank.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Envelope Member Section Forces (Continued)
Member Sec Axial[k]LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mom... LC z-z Mome... LC
31 S4 1 max 1928.629 1 0 1 0 3 0 3 0 3 0 1
32 min 113.708 3 -98.454 2 0 1 0 1 0 1 -10147.0...2
33 2 max 1927.452 1 0 1 0 3 0 3 0 3 0 1
34 min 112.951 3 -98.247 2 0 1 0 1 0 1 -10067.6...2
35 3 max 1926.275 1 0 1 0 3 0 3 0 3 0 1
36 min 112.194 3 -98.04 2 0 1 0 1 0 1 -9988.381 2
37 4 max 1925.098 1 0 1 0 3 0 3 0 3 0 1
38 min 111.438 3 -97.833 2 0 1 0 1 0 1 -9909.322 2
39 5 max 1923.921 1 0 1 0 3 0 3 0 3 0 1
40 min 110.681 3 -97.625 2 0 1 0 1 0 1 -9830.431 2
41 S5 1 max 1923.921 1 0 1 0 3 0 3 0 3 0 1
42 min 110.681 3 -97.625 2 0 1 0 1 0 1 -9830.431 2
43 2 max 1921.077 1 0 1 0 3 0 3 0 3 0 1
44 min 108.853 3 -97.099 2 0 1 0 1 0 1 -9640.526 2
45 3 max 1918.233 1 0 1 0 3 0 3 0 3 0 1
46 min 107.025 3 -96.573 2 0 1 0 1 0 1 -9451.647 2
47 4 max 1915.389 1 0 1 0 3 0 3 0 3 0 1
48 min 105.196 3 -96.046 2 0 1 0 1 0 1 -9263.796 2
49 5 max 1912.545 1 0 1 0 3 0 3 0 3 0 1
50 min 103.368 3 -95.52 2 0 1 0 1 0 1 -9076.971 2
51 S6 1 max 1912.545 1 0 1 0 3 0 3 0 3 0 1
52 min 103.368 3 -95.52 2 0 1 0 1 0 1 -9076.971 2
53 2 max 1909.873 1 0 1 0 3 0 3 0 3 0 1
54 min 101.65 3 -94.965 2 0 1 0 1 0 1 -8891.202 2
55 3 max 1907.201 1 0 1 0 3 0 3 0 3 0 1
56 min 99.933 3 -94.41 2 0 1 0 1 0 1 -8706.514 2
57 4 max 1904.529 1 0 1 0 3 0 3 0 3 0 1
58 min 98.215 3 -93.855 2 0 1 0 1 0 1 -8522.909 2
59 5 max 1901.857 1 0 1 0 3 0 3 0 3 0 1
60 min 96.497 3 -93.3 2 0 1 0 1 0 1 -8340.385 2
61 S7 1 max 1901.857 1 0 1 0 3 0 3 0 3 0 1
62 min 96.497 3 -93.3 2 0 1 0 1 0 1 -8340.385 2
63 2 max 1899.357 1 0 1 0 3 0 3 0 3 0 1
64 min 94.89 3 -92.722 2 0 1 0 1 0 1 -8158.967 2
65 3 max 1896.857 1 0 1 0 3 0 3 0 3 0 1
66 min 93.283 3 -92.145 2 0 1 0 1 0 1 -7978.675 2
67 4 max 1894.357 1 0 1 0 3 0 3 0 3 0 1
68 min 91.676 3 -91.567 2 0 1 0 1 0 1 -7799.511 2
69 5 max 1891.857 1 0 1 0 3 0 3 0 3 0 1
70 min 90.069 3 -90.989 2 0 1 0 1 0 1 -7621.473 2
71 S8 1 max 1891.857 1 0 1 0 3 0 3 0 3 0 1
72 min 90.069 3 -90.989 2 0 1 0 1 0 1 -7621.473 2
73 2 max 1889.443 1 0 1 0 3 0 3 0 3 0 1
74 min 88.517 3 -90.392 2 0 1 0 1 0 1 -7444.58 2
75 3 max 1887.029 1 0 1 0 3 0 3 0 3 0 1
76 min 86.965 3 -89.795 2 0 1 0 1 0 1 -7268.852 2
77 4 max 1884.615 1 0 1 0 3 0 3 0 3 0 1
78 min 85.413 3 -89.198 2 0 1 0 1 0 1 -7094.288 2
79 5 max 1882.201 1 0 1 0 3 0 3 0 3 0 1
80 min 83.861 3 -88.602 2 0 1 0 1 0 1 -6920.889 2
81 S9 1 max 1882.201 1 0 1 0 3 0 3 0 3 0 1
82 min 83.861 3 -88.602 2 0 1 0 1 0 1 -6920.889 2
83 2 max 1879.959 1 0 1 0 3 0 3 0 3 0 1
84 min 82.42 3 -87.988 2 0 1 0 1 0 1 -6748.67 2
85 3 max 1877.717 1 0 1 0 3 0 3 0 3 0 1
86 min 80.979 3 -87.374 2 0 1 0 1 0 1 -6577.648 2
87 4 max 1875.476 1 0 1 0 3 0 3 0 3 0 1
88 min 79.538 3 -86.761 2 0 1 0 1 0 1 -6407.823 2
89 5 max 1873.234 1 0 1 0 3 0 3 0 3 0 1
90 min 78.097 3 -86.147 2 0 1 0 1 0 1 -6239.195 2
91 S10 1 max 1873.234 1 0 1 0 3 0 3 0 3 0 1
92 min 78.097 3 -86.147 2 0 1 0 1 0 1 -6239.195 2
93 2 max 1871.079 1 0 1 0 3 0 3 0 3 0 1
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Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Envelope Member Section Forces (Continued)
Member Sec Axial[k]LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mom... LC z-z Mome... LC
94 min 76.712 3 -85.519 2 0 1 0 1 0 1 -6071.778 2
95 3 max 1868.924 1 0 1 0 3 0 3 0 3 0 1
96 min 75.326 3 -84.89 2 0 1 0 1 0 1 -5905.586 2
97 4 max 1866.769 1 0 1 0 3 0 3 0 3 0 1
98 min 73.941 3 -84.262 2 0 1 0 1 0 1 -5740.62 2
99 5 max 1864.613 1 0 1 0 3 0 3 0 3 0 1
100 min 72.555 3 -83.634 2 0 1 0 1 0 1 -5576.88 2
101 S11 1 max 1864.613 1 0 1 0 3 0 3 0 3 0 1
102 min 72.555 3 -83.634 2 0 1 0 1 0 1 -5576.88 2
103 2 max 1862.544 1 0 1 0 3 0 3 0 3 0 1
104 min 71.225 3 -82.992 2 0 1 0 1 0 1 -5414.378 2
105 3 max 1860.476 1 0 1 0 3 0 3 0 3 0 1
106 min 69.895 3 -82.35 2 0 1 0 1 0 1 -5253.127 2
107 4 max 1858.407 1 0 1 0 3 0 3 0 3 0 1
108 min 68.565 3 -81.709 2 0 1 0 1 0 1 -5093.129 2
109 5 max 1856.338 1 0 1 0 3 0 3 0 3 0 1
110 min 67.235 3 -81.067 2 0 1 0 1 0 1 -4934.381 2
111 S12 1 max 1856.338 1 0 1 0 3 0 3 0 3 0 1
112 min 67.235 3 -81.067 2 0 1 0 1 0 1 -4934.381 2
113 2 max 1854.441 1 0 1 0 3 0 3 0 3 0 1
114 min 66.016 3 -80.414 2 0 1 0 1 0 1 -4776.897 2
115 3 max 1852.545 1 0 1 0 3 0 3 0 3 0 1
116 min 64.797 3 -79.76 2 0 1 0 1 0 1 -4620.688 2
117 4 max 1850.649 1 0 1 0 3 0 3 0 3 0 1
118 min 63.578 3 -79.106 2 0 1 0 1 0 1 -4465.754 2
119 5 max 1848.753 1 0 1 0 3 0 3 0 3 0 1
120 min 62.359 3 -78.452 2 0 1 0 1 0 1 -4312.095 2
121 S13 1 max 1848.753 1 0 1 0 3 0 3 0 3 0 1
122 min 62.359 3 -78.452 2 0 1 0 1 0 1 -4312.095 2
123 2 max 1846.944 1 0 1 0 3 0 3 0 3 0 1
124 min 61.196 3 -77.788 2 0 1 0 1 0 1 -4159.722 2
125 3 max 1845.134 1 0 1 0 3 0 3 0 3 0 1
126 min 60.033 3 -77.123 2 0 1 0 1 0 1 -4008.646 2
127 4 max 1843.325 1 0 1 0 3 0 3 0 3 0 1
128 min 58.87 3 -76.458 2 0 1 0 1 0 1 -3858.866 2
129 5 max 1841.515 1 0 1 0 3 0 3 0 3 0 1
130 min 57.706 3 -75.793 2 0 1 0 1 0 1 -3710.383 2
131 S14 1 max 1841.515 1 0 1 0 3 0 3 0 3 0 1
132 min 57.706 3 -75.793 2 0 1 0 1 0 1 -3710.383 2
133 2 max 1839.706 1 0 1 0 3 0 3 0 3 0 1
134 min 56.543 3 -75.118 2 0 1 0 1 0 1 -3563.207 2
135 3 max 1837.896 1 0 1 0 3 0 3 0 3 0 1
136 min 55.38 3 -74.443 2 0 1 0 1 0 1 -3417.347 2
137 4 max 1836.087 1 0 1 0 3 0 3 0 3 0 1
138 min 54.217 3 -73.768 2 0 1 0 1 0 1 -3272.804 2
139 5 max 1834.278 1 0 1 0 3 0 3 0 3 0 1
140 min 53.053 3 -73.093 2 0 1 0 1 0 1 -3129.579 2
141 S15 1 max 1834.278 1 0 1 0 3 0 3 0 3 0 1
142 min 53.053 3 -73.093 2 0 1 0 1 0 1 -3129.579 2
143 2 max 1832.641 1 0 1 0 3 0 3 0 3 0 1
144 min 52.002 3 -72.408 2 0 1 0 1 0 1 -2987.679 2
145 3 max 1831.005 1 0 1 0 3 0 3 0 3 0 1
146 min 50.95 3 -71.723 2 0 1 0 1 0 1 -2847.115 2
147 4 max 1829.369 1 0 1 0 3 0 3 0 3 0 1
148 min 49.898 3 -71.039 2 0 1 0 1 0 1 -2707.886 2
149 5 max 1827.733 1 0 1 0 3 0 3 0 3 0 1
150 min 48.846 3 -70.354 2 0 1 0 1 0 1 -2569.993 2
151 S16 1 max 1827.733 1 0 1 0 3 0 3 0 3 0 1
152 min 48.846 3 -70.354 2 0 1 0 1 0 1 -2569.993 2
153 2 max 1826.096 1 0 1 0 3 0 3 0 3 0 1
154 min 47.794 3 -69.66 2 0 1 0 1 0 1 -2433.444 2
155 3 max 1824.46 1 0 1 0 3 0 3 0 3 0 1
156 min 46.742 3 -68.967 2 0 1 0 1 0 1 -2298.248 2
RISA-3D Version 17.0.2 Page 7 [G:\...\...\...\...\Tank Analysis\Tank.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
2:56 PMDesigner: DJG
Job Number : TEP No. 18995.422072 Checked By: RNM
Model Name : Tybee WT
Envelope Member Section Forces (Continued)
Member Sec Axial[k]LC y Shear[k] LC z Shear[k] LC Torque[k-... LC y-y Mom... LC z-z Mome... LC
157 4 max 1822.824 1 0 1 0 3 0 3 0 3 0 1
158 min 45.69 3 -68.273 2 0 1 0 1 0 1 -2164.405 2
159 5 max 1821.188 1 0 1 0 3 0 3 0 3 0 1
160 min 44.639 3 -67.579 2 0 1 0 1 0 1 -2031.915 2
161 S17 1 max 1821.188 1 0 1 0 3 0 3 0 3 0 1
162 min 44.639 3 -67.579 2 0 1 0 1 0 1 -2031.915 2
163 2 max 1818.918 1 0 1 0 3 0 3 0 3 0 1
164 min 43.18 3 -66.775 2 0 1 0 1 0 1 -1927.471 2
165 3 max 1816.649 1 0 1 0 3 0 3 0 3 0 1
166 min 41.721 3 -65.972 2 0 1 0 1 0 1 -1824.276 2
167 4 max 1814.379 1 0 1 0 3 0 3 0 3 0 1
168 min 40.262 3 -65.168 2 0 1 0 1 0 1 -1722.332 2
169 5 max 1812.11 1 0 1 0 3 0 3 0 3 0 1
170 min 38.803 3 -64.364 2 0 1 0 1 0 1 -1621.637 2
171 R1 1 max 60.36 1 0 1 0 3 0 3 0 3 0 1
172 min 38.803 3 -64.364 2 0 1 0 1 0 1 -1621.637 2
173 2 max 60.36 1 0 1 0 3 0 3 0 3 0 1
174 min 38.803 3 -64.364 2 0 1 0 1 0 1 -1026.753 2
175 3 max 6.026 1 0 1 0 3 0 3 0 3 0 1
176 min 3.874 3 -26.469 2 0 1 0 1 0 1 -489.279 2
177 4 max 6.026 1 0 1 0 3 0 3 0 3 0 1
178 min 3.874 3 -26.469 2 0 1 0 1 0 1 -244.64 2
179 5 max 6.026 1 0 1 0 3 0 3 0 3 0 3
180 min 3.874 3 -26.469 2 0 1 0 1 0 1 0 1
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July 6, 2020
152-ft Single Pedestal Water Tank Structural Analysis 8SV0943A – Tybee Island
TEP Project Number 18995.422072, Revision 0 Page 7
APPENDIX B
CORRAL MOUNT ANALYSIS
- Page 117 -Item #12.
Corral Mount Summary of Analysis
Introduction
The structure is a 8-post corral mount mounted on the existing water tank at the 154-ft elevation. All
information provided to TEP was assumed to be accurate and complete.
Analysis Criteria
The analysis has been performed in accordance with the ANSI/TIA-222-H-2017 Structural Standard for
Antenna Supporting Structures, Antennas, and Small Wind Turbine Support Structures and the 2018
International Building Code.
Table 1 - Mount Analysis Specification
Ultimate
Wind Speed
(MPH)
Ice Thickness
(in)
Ice Wind
Speed (MPH)
Exposure
Category
Risk
Category
Topo
Category
Crest
Height (ft.)Ss Value
141 0.5 30 D II 1 N/A 0.342
Analysis Results
Table 1 - Water Tank Component Capacity
Notes Component % Capacity Pass / Fail
-Post Members 42.4 Pass
-Top Rail Members 86.6 Pass
-Mid Rail Members 75.7 Pass
-Bottom Rail Members 60.7 Pass
-Toe Plate Members 95.2 Pass
-Mount Pipe Members 83.6 Pass
Structure Rating (max from all components) =95.2%
- Page 118 -Item #12.
8SV0943A - Tybee Island
TEP No.
Analysis By:DJG 7/6/2020
Checked By:RNM 7/6/2020
Code Revisions:IBC 2018
Tower Type:68.0
Ult. Wind Velocity:141.0 mph Kzt:1.000 Section 2.6.6
Live Load Velocity:30.0 mph Kd:0.950
Ice Wind Velocity:30.0 mph Kz-Mount:1.546 Section 2.6.5.2
Base Ice Thickness:0.50 inches Kz-Antenna:1.546 Section 2.6.5.2
Mount Centerline:155.0 ft Kiz:1.167 Section 2.6.10
Antenna Centerline:155.0 ft Ice Thickness:0.496 inches - Section 2.6.10
Exposure Category:D Kes-wind:0.95 Annex S (Table S-1)
Topo Category:1 Kes-ice:0.85 Annex S (Table S-1)
Risk Category:II Ks:1.00 Section 2.6.7
Ground Elevation:11 ft
(qzGh)Mount:71.00 (qzGh)Mount:3.38
(qzGh)Antenna:71.00 (qzGh)Antenna:3.38
Seismic Code Revisions:
Seismic Risk Category:
SDS:0.348 Design Short Period Spectral Accel.
Ip:1.0 Importance Factor
Rp:2.0 Response Modification Factor
ρ:1.0
As:1.0 Applification Factor - TIA-222-H Section 2.7.8.1
S1:0.121 Spectral Acceleration at a Period of 1 Second
Cs:0.174 kips/kip TIA-H Sec 2.7.7.1.1
Cs-min:0.030 kips/kip TIA-H Sec 2.7.7.1.1
Seismic Input
Seismic Design Force
II
TIA-222-H
18995.422072
Wind Calculations:
TIA-222-H
Other
Wind Inputs:
Without Ice - (psf)With Ice - (psf)
Universal Force Generator - V1.8 - Page 119 -Item #12.
8SV0943A - Tybee Island
TEP No.
Analysis By:DJG 7/6/2020
Checked By:RNM 7/6/2020
Antenna Loads are Calculated in Accordance with TIA-222-H
Azimuth is the absolute angle measured clockwise from RISA-3D global X-axis.
MFR Model Height (in) Width (in) Depth (in)Wt. (lbs)Azimuth°Qty Shape Member Label Location #1 (ft,%) Location #2 (ft,%) Location #3 (ft,%)
Kathrein 80010865 78.35 14.84 6.65 66.14 345.00 1 Flat POST7 0.50 4.75
Kathrein 80010865 78.35 14.84 6.65 66.14 345.00 1 Flat MP5 0.75 5.50
Kathrein 80010865 78.35 14.84 6.65 66.14 200.00 1 Flat MP2 0.75 5.50
Kathrein 80010865 78.35 14.84 6.65 66.14 200.00 1 Flat MP7 0.75 5.00
Kathrein 80010865 78.35 14.84 6.65 66.14 280.00 1 Flat POST6 0.50 4.75
Kathrein 80010865 78.35 14.84 6.65 66.14 280.00 1 Flat MP3 0.75 5.50
Kathrein 742236 52.00 12.70 2.80 36.37 345.00 1 Flat MP6 0.75 5.50
Kathrein 742236 52.00 12.70 2.80 36.37 200.00 1 Flat POST5 0.50 4.75
Kathrein 742236 52.00 12.70 2.80 36.37 280.00 1 Flat MP4 0.75 5.50
Ericsson RRUS 12 18.20 17.80 8.00 60.00 345.00 2 Flat POST7 3.00 4.00
Ericsson RRUS 12 18.20 17.80 8.00 60.00 345.00 1 Flat MP5 3.00 4.00
Ericsson RRUS 12 18.20 17.80 8.00 60.00 200.00 2 Flat MP2 3.00 4.00
Ericsson RRUS 12 18.20 17.80 8.00 60.00 200.00 1 Flat MP7 3.00 4.00
Ericsson RRUS 12 18.20 17.80 8.00 60.00 280.00 2 Flat POST6 3.00 4.00
Ericsson RRUS 12 18.20 17.80 8.00 60.00 280.00 1 Flat MP3 3.00 4.00
Ericsson RRUS A2 16.41 15.11 3.34 22.04 345.00 2 Flat POST7 4.50 4.50
Ericsson RRUS A2 16.41 15.11 3.34 22.04 200.00 2 Flat MP2 4.50 5.00
Ericsson RRUS A2 16.41 15.11 3.34 22.04 280.00 2 Flat POST6 4.50 4.50
Ericsson RRUS 11 19.70 17.00 7.20 50.70 345.00 1 Flat MP6 3.00 4.00
Ericsson RRUS 11 19.70 17.00 7.20 50.70 200.00 1 Flat POST5 3.00 4.00
Ericsson RRUS 11 19.70 17.00 7.20 50.70 280.00 1 Flat MP4 3.00 4.00
Raycap COVP 20.22 18.86 7.00 15.30 345.00 1 Flat POST7 2.50
Raycap COVP 20.22 18.86 7.00 15.30 200.00 1 Flat POST5 2.50
Raycap COVP 20.22 18.86 7.00 15.30 280.00 1 Flat POST6 2.50
Nokia AAHF 25.63 19.72 9.65 103.62 325.00 1 Flat MP10 3.00 4.75
Nokia AAHF 25.63 19.72 9.65 103.62 195.00 1 Flat POST3 3.00 4.75
Nokia AAHF 25.63 19.72 9.65 103.62 276.00 1 Flat MP8 3.00 5.00
Nokia AHFIG 27.60 0.01 5.60 79.40 325.00 1 Flat POST8 4.00 5.00
Nokia AHFIG 27.60 0.01 5.60 79.40 195.00 1 Flat POST4 4.00 4.75
Nokia AHFIG 27.60 0.01 5.60 79.40 276.00 1 Flat MP9 4.00 5.00
Nokia COVP 9.33 9.16 5.06 11.00 325.00 1 Flat POST8 2.50
Nokia COVP 9.33 9.16 5.06 11.00 195.00 1 Flat POST4 2.50
Nokia COVP 9.33 9.16 5.06 11.00 276.00 1 Flat MP9 2.50
Commscope FFHH-65C-R3 96.00 25.20 9.30 125.70 325.00 1 Flat POST8 1.00 5.00
Commscope FFHH-65C-R3 96.00 25.20 9.30 125.70 195.00 1 Flat POST4 1.00 4.75
Commscope FFHH-65C-R3 96.00 25.20 9.30 125.70 276.00 1 Flat MP9 1.00 5.00
Nokia AHLOA 22.05 0.01 7.44 83.80 325.00 1 Flat POST8 4.00 5.00
Nokia AHLOA 22.05 0.01 7.44 83.80 195.00 1 Flat POST4 4.00 4.75
Nokia AHLOA 22.05 0.01 7.44 83.80 276.00 1 Flat MP9 4.00 5.00
Unknown 4 Element 20' Dipole 240.00 2.50 2.50 60.00 0.00 1 Round TRAIL5 3.00
18995.422072
Distance from start node of the member
Universal Force Generator - V1.8
- Page 120 -Item #12.
Tower Engineering Profess...
DJG
18995.422072
Corral Mount
SK - 1
July 6, 2020 at 3:32 PM
Mount Rev H.r3d
Y
XZ
Envelope Only Solution
- Page 121 -Item #12.
Tower Engineering Profess...
DJG
18995.422072
Corral Mount
SK - 2
July 6, 2020 at 4:36 PM
Mount Rev H.r3d
-.052k
-.052k
-.082k
-.011k
-.063k
-.144k
-.018k
-.025k
-.015k
-.018k-.025k
-.033k
-.06k
-.044k
-.015k
-.033k
-.06k
-.033k
-.06k
-.044k
-.015k
-.033k
-.06k
-.082k
-.011k
-.063k
-.144k
-.06k
-.033k
-.06k
-.022k-.033k
-.06k
-.022k
-.033k
-.03k
-.033k
-.03k
-.033k
-.03k
-.033k
-.03k
-.018k
-.025k
-.018k
-.025k
-.033k
-.03k
-.033k
-.03k
-.018k
-.025k
-.018k
-.025k
-.052k
-.052k
-.082k
-.011k
-.063k
-.144k
-.052k
-.052k
Y
XZ
Loads: BLC 1, Dead
Envelope Only Solution
- Page 122 -Item #12.
Tower Engineering Profess...
DJG
18995.422072
Corral Mount
SK - 3
July 6, 2020 at 4:37 PM
Mount Rev H.r3d.42.6 3 .63
.56.61.42.5 4 .84.56.37.61.65.42.6 4 .84.5 4.44.56 .35.37.65.61.85.8 7
.35.84.42.38.6 4.44.5 4 .56.42.35.65.37.85.8 7
.44.6 4
.38.42.65 .35.85
.61.
5
0.61.84.65.8 7
.42.38.58.85.02.76.
5
9.37.27.35.65.65.58.44.
6
3.61.35.38.42.78.
5
0
.
8
0.50.65.58.36.76.
5
9.50.36.78.02.02.
8
0.50.36.65.61.58.
5
0.76.36.
5
9
.34.50.78.36.36.
8
0
.34.18 .2 4.36.34.13.36.63.34.95.15.13.07.02.11.13.20.16.1 9 .15.16
.6 3.16.16.63 .16.16.0 8.08 .12.16.11.0 8 .16.08
.1 6
.11.16.14
.11.02.11Y
XZ
Code Check
( Env )
No Calc
> 1.0
.90-1.0
.75-.90
.50-.75
0.-.50
Member Code Checks Displayed (Enveloped)
Envelope Only Solution
- Page 123 -Item #12.
Tower Engineering Profess...
DJG
18995.422072
Corral Mount
SK - 4
July 6, 2020 at 3:33 PM
Mount Rev H.r3dPOST6TOEPL5TOEPL6
BRAIL6MP3POST6BRAIL5MP9BRAIL6MP4MP3MRAIL6POST6MRAIL5MP9BRAIL5MP8BRAIL6 MP10MP4MRAIL6MP3TRAIL6TRAIL5
KICK6MP9POST7POST5M R A I L 5MP8
B R A I L 5 BRAIL6POST6 MP10MRAIL6MP4TRAIL6TRAIL5MP8MRAIL5
POST5POST7MRAIL6 MP10TRAIL6
BRAIL4BRAI
L
7MP3MP9MP7T R A I L 5
POST7POST5MP5TRAIL6PE3
M RAIL4MRAI
L7MP4KI
CK5KICK7MP7TO EPL4MP5MP8TOEPL7BRAIL4MP10POST5POST7TRAIL4BRAI
L
7TRAI
L7MP2MP7MP5MP6M RAIL4MRAI
L7MP2MP6TR AIL4PE2PE4TRAI
L7MP2MP6MP7BRAIL4MP5BRAI
L
7M RAIL4POST4MRAI
L7POST8MP2TR AIL4MP6POST4TRAI
L7POST8KIC
K4 K IC K 8
POST4POST8BRAIL8POST4TOEPL8POST8TOEPL3TRAIL8BRAI
L
3 MRAIL8PE5MRAI
L3BRAIL8TRAI
L
3
POST1K IC K 1 TRAIL8KICK3
T O E P L 1POST3 POST1TOEPL2 POST1POST3B R A I L 1BRAIL2KICK2POST3POST2MRAIL1 POST1MRAIL2
T R A I L 1
POST2POST3TRAIL2
POST2PE1POST2Y
XZ
Envelope Only Solution
- Page 124 -Item #12.
Tower Engineering Profess...
DJG
18995.422072
Corral Mount
SK - 5
July 6, 2020 at 3:33 PM
Mount Rev H.r3dPIPE_2.5P L 4 x 1 /4 PL4x1/4
L3X3X4PIPE_2.0PIPE_2.5L 3 X 3 X 4 PIPE_2.0L3X3X4PIPE_2.0PIPE_2.0L3X3X4PIPE_2.5L 3 X 3 X 4 PIPE_2.0L 3 X 3 X 4PIPE_2.0L3X3X4 PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0L3X3X4L3X3X4
L2.5x2.5x3PIPE_2.0PIPE_2.5PIPE_2.5L 3 X 3 X 4
PIPE_2.0L 3 X 3 X 4 L3X3X4PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0L3X3X4L3X3X4
PIPE_2.0L 3 X 3 X 4
PIPE_2.5PIPE_2.5L3X3X4
PIPE_2.0L3X3X4
L3X3X4L
3X3X4PIPE_2.0PIPE_2.0PIPE_2.0L 3 X 3 X 4
PIPE_2.5PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0L3X3X4L
3
X3
X4PIPE_2.0L2.5x2.5x3L2.5x2.5x3PIPE_2.0PL4x1/4PIPE_2.0PIPE_2.0PL
4
x
1
/
4L3X3X4PIPE_2.0PIPE_2.5PIPE_2.5L3X3X4L
3X3X4L
3X3X4
PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0L3X3X4L
3
X3
X4PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0PIPE_2.0L
3X3X4
PIPE_2.0PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0L
3X3X4L3X3X4PIPE_2.5L
3
X3
X4
PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0PIPE_2.5L
3X3X4
PIPE_2.5L2.5x2.5x3 L 2 .5x2.5x3PIPE_2.5PIPE_2.5L3X3X4PIPE_2.5PL4x1/4PIPE_2.5PL
4
x
1
/
4 L3X3X4L
3X3X4L3X3X4PIPE_2.0L
3X3X4
L3X3X4L
3X3X4PIPE_2.5L 2 .5 x 2 .5 x 3 L3X3X4L2.5x2.5x3
P L 4 x 1 /4PIPE_2.5PIPE_2.5PL4x1/4 PIPE_2.5PIPE_2.5L 3 X 3 X 4L3X3X4L2.5x2.5x3PIPE_2.5PIPE_2.5L 3 X 3 X 4
PIPE_2.5L3X3X4
L 3 X 3 X 4
PIPE_2.5PIPE_2.5L3X3X4
PIPE_2.5PIPE_2.0PIPE_2.5Y
XZ
Envelope Only Solution
- Page 125 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
(Global) Model Settings
Display Sections for Member Calcs
Max Internal Sections for Member Calcs
Include Shear Deformation?
Increase Nailing Capacity for Wind?
Include Warping?
Trans Load Btwn Intersecting Wood Wall?
Area Load Mesh (in^2)
Merge Tolerance (in)
P-Delta Analysis Tolerance
Include P-Delta for Walls?
Automatically Iterate Stiffness for Walls?
Max Iterations for Wall Stiffness
Gravity Acceleration (ft/sec^2)
Wall Mesh Size (in)
Eigensolution Convergence Tol. (1.E-)
Vertical Axis
Global Member Orientation Plane
Static Solver
Dynamic Solver
5
97
Yes
Yes
Yes
Yes
144
.12
0.50%
Yes
Yes
3
32.2
12
4
Y
XZ
Sparse Accelerated
Accelerated Solver
Hot Rolled Steel Code
Adjust Stiffness?
RISAConnection Code
Cold Formed Steel Code
Wood Code
Wood Temperature
Concrete Code
Masonry Code
Aluminum Code
Stainless Steel Code
Adjust Stiffness?
AISC 14th(360-10): LRFD
No
AISC 13th(360-05): ASD
AISI S100-07: ASD
AF&PA NDS-05/08: ASD
< 100F
ACI 318-08
ACI 530-05: ASD
AA ADM1-05: ASD - Building
AISC 14th(360-10): ASD
Yes(Iterative)
Number of Shear Regions
Region Spacing Increment (in)
Biaxial Column Method
Parme Beta Factor (PCA)
Concrete Stress Block
Use Cracked Sections?
Use Cracked Sections Slab?
Bad Framing Warnings?
Unused Force Warnings?
Min 1 Bar Diam. Spacing?
Concrete Rebar Set
Min % Steel for Column
Max % Steel for Column
4
4
Exact Integration
.65
Rectangular
Yes
Yes
No
Yes
No
REBAR_SET_ASTMA615
1
8
RISA-3D Version 17.0.2 Page 1 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
(Global) Model Settings, Continued
Seismic Code
Seismic Base Elevation (ft)
Add Base Weight?
Ct X
Ct Z
T X (sec)
T Z (sec)
R X
R Z
Ct Exp. X
Ct Exp. Z
SD1
SDS
S1
TL (sec)
Occupancy Cat
Drift Cat
ASCE 7-05
Not Entered
Yes
.02
.02
Not Entered
Not Entered
3
3
.75
.75
1
1
1
5
I or II
Other
Om Z
Om X
Cd Z
Cd X
Rho Z
Rho X
1
1
1
1
1
1
Hot Rolled Steel Properties
Label E [ksi]G [ksi]Nu Therm (\1... Density[k/f... Yield[ksi]Ry Fu[ksi]Rt
1 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.2
2 A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.1
3 A992 29000 11154 .3 .65 .49 50 1.1 65 1.1
4 A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.3
5 A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.3
6 A53-B-35 29000 11154 .3 .65 .49 35 1.5 60 1.2
Hot Rolled Steel Section Sets
Label Shape Type Design List Material Design R... A [in2] Iyy [in4] Izz [in4] J [in4]
1 Post PIPE_2.5 Column Pipe A53-B-35 Typical 1.61 1.45 1.45 2.89
2 Toe Plate PL4x1/4_HRA Beam RECT A36 Gr.36 Typical 1 .005 1.333 .02
3 Mid-Rail L3X3X4 Beam Single A...A36 Gr.36 Typical 1.44 1.23 1.23 .031
4 Top-Rail L3X3X4 Beam Single A...A36 Gr.36 Typical 1.44 1.23 1.23 .031
5 Kicker L2.5x2.5x3 Beam Single A...A36 Gr.36 Typical .901 .535 .535 .011
6 Mount Pipe PIPE_2.0 Column Pipe A53-B-35 Typical 1.02 .627 .627 1.25
7 Pipe Ext.PIPE_2.0 Column Pipe A53-B-35 Typical 1.02 .627 .627 1.25
Joint Coordinates and Temperatures
Label X [ft]Y [ft]Z [ft]Temp [F]Detach From Diap...
1 W1 9.839 -2 -9.839 0
2 W2 9.839 -2 9.839 0
3 W3 -9.839 -2 9.839 0
4 W4 -9.839 -2 -9.839 0
5 W5 9.839 8 -9.839 0
6 W6 9.839 8 9.839 0
7 W7 -9.839 8 9.839 0
8 W8 -9.839 8 -9.839 0
9 1 5.419 1 0 0
10 2 3.831 1 3.831 0
11 3 0 1 5.419 0
12 4 -3.831 1 3.831 0
13 5 -5.419 1 0 0
14 6 -3.831 1 -3.831 0
RISA-3D Version 17.0.2 Page 2 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 126 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Joint Coordinates and Temperatures (Continued)
Label X [ft]Y [ft]Z [ft]Temp [F]Detach From Diap...
15 7 0 1 -5.419 0
16 8 3.831 1 -3.831 0
17 9 7.839 0 0 0
18 10 5.543 0 5.543 0
19 11 0.34375 0 8.536458 0
20 12 -6.276042 0 5.791667 0
21 13 -7.839 0 0 0
22 14 -5.543 0 -5.543 0
23 15 0 0 -7.839 0
24 16 5.543 0 -5.543 0
25 17 7.839 2.292 0 0
26 18 5.543 2.292 5.543 0
27 19 0.34375 2.292 8.536458 0
28 20 -6.276042 2.292 5.791667 0
29 21 -7.839 2.292 0 0
30 22 -5.543 2.292 -5.543 0
31 23 0 2.292 -7.839 0
32 24 5.543 2.292 -5.543 0
33 25 7.839 3.292 0 0
34 26 5.543 3.292 5.543 0
35 27 0.34375 3.292 8.536458 0
36 28 -6.276042 3.292 5.791667 0
37 29 -7.839 3.292 0 0
38 30 -5.543 3.292 -5.543 0
39 31 0 3.292 -7.839 0
40 32 5.543 3.292 -5.543 0
41 33 7.839 5 0 0
42 34 5.543 5 5.543 0
43 35 0.34375 5 8.536458 0
44 36 -6.276042 5 5.791667 0
45 37 -7.839 5 0 0
46 38 -5.543 5 -5.543 0
47 39 0 5 -7.839 0
48 40 5.543 5 -5.543 0
49 41 7.839 1.292 0 0
50 42 5.543 1.292 5.543 0
51 43 0.34375 1.292 8.536458 0
52 44 -6.276042 1.292 5.791667 0
53 45 -7.839 1.292 0 0
54 46 -5.543 1.292 -5.543 0
55 47 0 1.292 -7.839 0
56 48 5.543 1.292 -5.543 0
57 49 6.691 3.292 -2.7715 0
58 50 6.691 1.292 -2.7715 0
59 52 6.691 .5 -2.7715 0
60 55 -7.057521 6.5 2.895834 0
61 56 -7.057521 1.292 2.895834 0
62 57 -7.057521 .5 2.895834 0
63 59 -7.057521 3.292 2.895834 0
64 61 0.34375 7.45833 8.536458 0
65 62 -7.839 7.45833 0 0
66 63 -5.543 7.45833 -5.543 0
67 64 0 7.45833 -7.839 0
68 65 5.543 7.45833 -5.543 0
69 N75 -7.44826 6.5 1.447917 0
70 N76 -4.15725 6.5 -6.117 0
71 N77 -2.7715 6.5 -6.691 0
72 N79 -4.15725 .5 -6.117 0
73 N80 -2.7715 .5 -6.691 0
74 N83 -7.44826 .5 1.447917 0
75 N84 1.38575 6.5 -7.265 0
76 N85 2.7715 6.5 -6.691 0
77 N87 1.38575 .5 -7.265 0
RISA-3D Version 17.0.2 Page 3 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Joint Coordinates and Temperatures (Continued)
Label X [ft]Y [ft]Z [ft]Temp [F]Detach From Diap...
78 N88 2.7715 .5 -6.691 0
79 N91 -7.44826 3.292 1.447917 0
80 N92 -4.15725 3.292 -6.117 0
81 N93 -2.7715 3.292 -6.691 0
82 N94 1.38575 3.292 -7.265 0
83 N95 2.7715 3.292 -6.691 0
84 N96 -7.44826 1.292 1.447917 0
85 N97 -4.15725 1.292 -6.117 0
86 N98 -2.7715 1.292 -6.691 0
87 N99 1.38575 1.292 -7.265 0
88 N100 2.7715 1.292 -6.691 0
89 N93A -7.073667 .5 -1.847667 0
90 N94A -6.308333 .5 -3.695333 0
91 N95A -7.073667 6.5 -1.847667 0
92 N96A -6.308333 6.5 -3.695333 0
93 N97A -1.38575 6.5 -7.265 0
94 N98A -1.38575 .5 -7.265 0
95 N100A -7.057521 2.292 2.895834 0
96 N101 -7.44826 2.292 1.447917 0
97 N102 -6.308333 2.292 -3.695333 0
98 N103 -7.073667 2.292 -1.847667 0
99 N104 -4.15725 2.292 -6.117 0
100 N105 -2.7715 2.292 -6.691 0
101 N106 -1.38575 2.292 -7.265 0
102 N107 1.38575 2.292 -7.265 0
103 N108 2.7715 2.292 -6.691 0
104 N109 -6.308333 3.292 -3.695333 0
105 N110 -7.073667 3.292 -1.847667 0
106 N111 -1.38575 3.292 -7.265 0
107 N112 -6.308333 1.292 -3.695333 0
108 N113 -7.073667 1.292 -1.847667 0
109 N114 -1.38575 1.292 -7.265 0
Joint Boundary Conditions
Joint Label X [k/in]Y [k/in]Z [k/in]X Rot.[k-ft/rad]Y Rot.[k-ft/rad]Z Rot.[k-ft/rad]
1 1 Reaction Reaction Reaction Reaction Reaction Reaction
2 2 Reaction Reaction Reaction Reaction Reaction Reaction
3 3 Reaction Reaction Reaction Reaction Reaction Reaction
4 4 Reaction Reaction Reaction Reaction Reaction Reaction
5 5 Reaction Reaction Reaction Reaction Reaction Reaction
6 6 Reaction Reaction Reaction Reaction Reaction Reaction
7 7 Reaction Reaction Reaction Reaction Reaction Reaction
8 8 Reaction Reaction Reaction Reaction Reaction Reaction
9 9 Reaction Reaction Reaction Reaction Reaction Reaction
10 10 Reaction Reaction Reaction Reaction Reaction Reaction
11 11 Reaction Reaction Reaction Reaction Reaction Reaction
12 12 Reaction Reaction Reaction Reaction Reaction Reaction
13 13 Reaction Reaction Reaction Reaction Reaction Reaction
14 14 Reaction Reaction Reaction Reaction Reaction Reaction
15 15 Reaction Reaction Reaction Reaction Reaction Reaction
16 16 Reaction Reaction Reaction Reaction Reaction Reaction
Member Primary Data
Label I Joint J Joint K Joint Rotate(...Section/Shape Type Design List Material Design ...
1 POST1 9 33 Post Column Pipe A53-B-35 Typical
2 POST2 10 34 315 Post Column Pipe A53-B-35 Typical
3 POST3 11 35 270 Post Column Pipe A53-B-35 Typical
4 POST4 12 36 225 Post Column Pipe A53-B-35 Typical
5 POST5 13 37 180 Post Column Pipe A53-B-35 Typical
6 POST6 14 38 135 Post Column Pipe A53-B-35 Typical
RISA-3D Version 17.0.2 Page 4 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 127 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Primary Data (Continued)
Label I Joint J Joint K Joint Rotate(...Section/Shape Type Design List Material Design ...
7 POST7 15 39 90 Post Column Pipe A53-B-35 Typical
8 POST8 16 40 45 Post Column Pipe A53-B-35 Typical
9 TOEPL1 9 10 Toe Plate Beam RECT A36 Gr.36 Typical
10 TOEPL2 10 11 Toe Plate Beam RECT A36 Gr.36 Typical
11 TOEPL3 11 12 Toe Plate Beam RECT A36 Gr.36 Typical
12 TOEPL4 12 13 Toe Plate Beam RECT A36 Gr.36 Typical
13 TOEPL5 13 14 Toe Plate Beam RECT A36 Gr.36 Typical
14 TOEPL6 14 15 Toe Plate Beam RECT A36 Gr.36 Typical
15 TOEPL7 15 16 Toe Plate Beam RECT A36 Gr.36 Typical
16 TOEPL8 16 9 Toe Plate Beam RECT A36 Gr.36 Typical
17 MRAIL1 17 18 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
18 MRAIL2 18 19 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
19 MRAIL3 19 20 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
20 MRAIL4 20 21 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
21 MRAIL5 21 22 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
22 MRAIL6 22 23 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
23 MRAIL7 23 24 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
24 MRAIL8 24 17 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
25 TRAIL1 25 26 90 Top-Rail Beam Single An...A36 Gr.36 Typical
26 TRAIL2 26 27 90 Top-Rail Beam Single An...A36 Gr.36 Typical
27 TRAIL3 27 28 90 Top-Rail Beam Single An...A36 Gr.36 Typical
28 TRAIL4 28 29 90 Top-Rail Beam Single An...A36 Gr.36 Typical
29 TRAIL5 29 30 90 Top-Rail Beam Single An...A36 Gr.36 Typical
30 TRAIL6 30 31 90 Top-Rail Beam Single An...A36 Gr.36 Typical
31 TRAIL7 31 32 90 Top-Rail Beam Single An...A36 Gr.36 Typical
32 TRAIL8 32 25 90 Top-Rail Beam Single An...A36 Gr.36 Typical
33 KICK1 1 25 90 Kicker Beam Single An...A36 Gr.36 Typical
34 KICK2 2 26 90 Kicker Beam Single An...A36 Gr.36 Typical
35 KICK3 3 27 90 Kicker Beam Single An...A36 Gr.36 Typical
36 KICK4 4 28 90 Kicker Beam Single An...A36 Gr.36 Typical
37 KICK5 5 29 90 Kicker Beam Single An...A36 Gr.36 Typical
38 KICK6 6 30 90 Kicker Beam Single An...A36 Gr.36 Typical
39 KICK7 7 31 90 Kicker Beam Single An...A36 Gr.36 Typical
40 KICK8 8 32 90 Kicker Beam Single An...A36 Gr.36 Typical
41 BRAIL1 41 42 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
42 BRAIL2 42 43 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
43 BRAIL3 43 44 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
44 BRAIL4 44 45 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
45 BRAIL5 45 46 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
46 BRAIL6 46 47 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
47 BRAIL7 47 48 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
48 BRAIL8 48 41 90 Mid-Rail Beam Single An...A36 Gr.36 Typical
49 MP2 55 57 Mount Pipe Column Pipe A53-B-35 Typical
50 PE1 35 61 Pipe Ext.Column Pipe A53-B-35 Typical
51 PE2 37 62 Pipe Ext.Column Pipe A53-B-35 Typical
52 PE3 38 63 Pipe Ext.Column Pipe A53-B-35 Typical
53 PE4 39 64 Pipe Ext.Column Pipe A53-B-35 Typical
54 PE5 40 65 Pipe Ext.Column Pipe A53-B-35 Typical
55 MP7 N83 N75 Mount Pipe Column Pipe A53-B-35 Typical
56 MP3 N79 N76 Mount Pipe Column Pipe A53-B-35 Typical
57 MP4 N80 N77 Mount Pipe Column Pipe A53-B-35 Typical
58 MP5 N87 N84 Mount Pipe Column Pipe A53-B-35 Typical
59 MP6 N88 N85 Mount Pipe Column Pipe A53-B-35 Typical
60 MP10 N98A N97A Mount Pipe Column Pipe A53-B-35 Typical
61 MP9 N94A N96A Mount Pipe Column Pipe A53-B-35 Typical
62 MP8 N93A N95A Mount Pipe Column Pipe A53-B-35 Typical
Member Advanced Data
Label I Release J Release I Offset[in] J Offset[in] T/C Only PhysicalDefl R... Analysis... Inactive Seismic Design Rules
1 POST1 OOOOXO Yes ** NA **None
2 POST2 OOOOXO Yes ** NA **None
RISA-3D Version 17.0.2 Page 5 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Advanced Data (Continued)
Label I Release J Release I Offset[in] J Offset[in] T/C Only PhysicalDefl R... Analysis... Inactive Seismic Design Rules
3 POST3 OOOOXO Yes ** NA **None
4 POST4 OOOOXO Yes ** NA **None
5 POST5 OOOOXO Yes ** NA **None
6 POST6 OOOOXO Yes ** NA **None
7 POST7 OOOOXO Yes ** NA **None
8 POST8 OOOOXO Yes ** NA **None
9 TOEPL1 Yes None
10 TOEPL2 Yes None
11 TOEPL3 Yes None
12 TOEPL4 Yes None
13 TOEPL5 Yes None
14 TOEPL6 Yes None
15 TOEPL7 Yes None
16 TOEPL8 Yes None
17 MRAIL1 OOOOXO OOOOXO Yes None
18 MRAIL2 OOOOXO OOOOXO Yes None
19 MRAIL3 OOOOXO OOOOXO Yes None
20 MRAIL4 OOOOXO OOOOXO Yes None
21 MRAIL5 OOOOXO OOOOXO Yes None
22 MRAIL6 OOOOXO OOOOXO Yes None
23 MRAIL7 OOOOXO OOOOXO Yes None
24 MRAIL8 OOOOXO OOOOXO Yes None
25 TRAIL1 OOOOXO OOOOXO Yes None
26 TRAIL2 OOOOXO OOOOXO Yes None
27 TRAIL3 OOOOXO OOOOXO Yes None
28 TRAIL4 OOOOXO OOOOXO Yes None
29 TRAIL5 OOOOXO OOOOXO Yes None
30 TRAIL6 OOOOXO OOOOXO Yes None
31 TRAIL7 OOOOXO OOOOXO Yes None
32 TRAIL8 OOOOXO OOOOXO Yes None
33 KICK1 OOOOOX OOOOOX Yes None
34 KICK2 OOOOOX OOOOOX Yes None
35 KICK3 OOOOOX OOOOOX Yes None
36 KICK4 OOOOOX OOOOOX Yes None
37 KICK5 OOOOOX OOOOOX Yes None
38 KICK6 OOOOOX OOOOOX Yes None
39 KICK7 OOOOOX OOOOOX Yes None
40 KICK8 OOOOOX OOOOOX Yes None
41 BRAIL1 OOOOXO OOOOXO Yes None
42 BRAIL2 OOOOXO OOOOXO Yes None
43 BRAIL3 OOOOXO OOOOXO Yes None
44 BRAIL4 OOOOXO OOOOXO Yes None
45 BRAIL5 OOOOXO OOOOXO Yes None
46 BRAIL6 OOOOXO OOOOXO Yes None
47 BRAIL7 OOOOXO OOOOXO Yes None
48 BRAIL8 OOOOXO OOOOXO Yes None
49 MP2 Yes ** NA **None
50 PE1 Yes ** NA **None
51 PE2 Yes ** NA **None
52 PE3 Yes ** NA **None
53 PE4 Yes ** NA **None
54 PE5 Yes ** NA **None
55 MP7 Yes ** NA **None
56 MP3 Yes ** NA **None
57 MP4 Yes ** NA **None
58 MP5 Yes ** NA **None
59 MP6 Yes ** NA **None
60 MP10 Yes ** NA **None
61 MP9 Yes ** NA **None
62 MP8 Yes ** NA **None
RISA-3D Version 17.0.2 Page 6 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 128 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Hot Rolled Steel Design Parameters
Label Shape Length[ft] Lbyy[ft]Lbzz[ft] Lcomp top[ft]Lcomp bot[ft] L-torq...Kyy Kzz Cb Functi...
1 POST1 Post 5 3.292 3.292 2.1 2.1 Lateral
2 POST2 Post 5 3.292 3.292 2.1 2.1 Lateral
3 POST3 Post 5 3.292 3.292 2.1 2.1 Lateral
4 POST4 Post 5 3.292 3.292 2.1 2.1 Lateral
5 POST5 Post 5 3.292 3.292 2.1 2.1 Lateral
6 POST6 Post 5 3.292 3.292 2.1 2.1 Lateral
7 POST7 Post 5 3.292 3.292 2.1 2.1 Lateral
8 POST8 Post 5 3.292 3.292 2.1 2.1 Lateral
9 TOEPL1 Toe Plate 6 .65 .65 Lateral
10 TOEPL2 Toe Plate 5.999 .65 .65 Lateral
11 TOEPL3 Toe Plate 7.166 .65 .65 Lateral
12 TOEPL4 Toe Plate 5.999 .65 .65 Lateral
13 TOEPL5 Toe Plate 6 .65 .65 Lateral
14 TOEPL6 Toe Plate 6 .65 .65 Lateral
15 TOEPL7 Toe Plate 6 .65 .65 Lateral
16 TOEPL8 Toe Plate 6 .65 .65 Lateral
17 MRAIL1 Mid-Rail 6 1 .65 Lateral
18 MRAIL2 Mid-Rail 5.999 1 .65 Lateral
19 MRAIL3 Mid-Rail 7.166 1 .65 Lateral
20 MRAIL4 Mid-Rail 5.999 1 .65 Lateral
21 MRAIL5 Mid-Rail 6 1 .65 Lateral
22 MRAIL6 Mid-Rail 6 1 .65 Lateral
23 MRAIL7 Mid-Rail 6 1 .65 Lateral
24 MRAIL8 Mid-Rail 6 1 .65 Lateral
25 TRAIL1 Top-Rail 6 1 .65 Lateral
26 TRAIL2 Top-Rail 5.999 1 .65 Lateral
27 TRAIL3 Top-Rail 7.166 1 .65 Lateral
28 TRAIL4 Top-Rail 5.999 1 .65 Lateral
29 TRAIL5 Top-Rail 6 1 .65 Lateral
30 TRAIL6 Top-Rail 6 1 .65 Lateral
31 TRAIL7 Top-Rail 6 1 .65 Lateral
32 TRAIL8 Top-Rail 6 1 .65 Lateral
33 KICK1 Kicker 3.333 .65 1 Lateral
34 KICK2 Kicker 3.334 .65 1 Lateral
35 KICK3 Kicker 3.885 .65 1 Lateral
36 KICK4 Kicker 3.883 .65 1 Lateral
37 KICK5 Kicker 3.333 .65 1 Lateral
38 KICK6 Kicker 3.334 .65 1 Lateral
39 KICK7 Kicker 3.333 .65 1 Lateral
40 KICK8 Kicker 3.334 .65 1 Lateral
41 BRAIL1 Mid-Rail 6 1 .65 Lateral
42 BRAIL2 Mid-Rail 5.999 1 .65 Lateral
43 BRAIL3 Mid-Rail 7.166 1 .65 Lateral
44 BRAIL4 Mid-Rail 5.999 1 .65 Lateral
45 BRAIL5 Mid-Rail 6 1 .65 Lateral
46 BRAIL6 Mid-Rail 6 1 .65 Lateral
47 BRAIL7 Mid-Rail 6 1 .65 Lateral
48 BRAIL8 Mid-Rail 6 1 .65 Lateral
49 MP2 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
50 PE1 Pipe Ext.2.458 2.1 2.1 Lateral
51 PE2 Pipe Ext.2.458 2.1 2.1 Lateral
52 PE3 Pipe Ext.2.458 2.1 2.1 Lateral
53 PE4 Pipe Ext.2.458 2.1 2.1 Lateral
54 PE5 Pipe Ext.2.458 2.1 2.1 Lateral
55 MP7 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
56 MP3 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
57 MP4 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
58 MP5 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
59 MP6 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
60 MP10 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
61 MP9 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
62 MP8 Mount Pipe 6 Segment Segment 2.1 2.1 Lateral
RISA-3D Version 17.0.2 Page 7 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Joint Loads and Enforced Displacements
Joint Label L,D,M Direction Magnitude[(k,k-ft), (in,rad), (k*s^2/ft, k...
No Data to Print ...
Member Point Loads (BLC 1 : Dead)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Y -.033 .5
2 MP5 Y -.033 .75
3 MP2 Y -.033 .75
4 MP7 Y -.033 .75
5 POST6 Y -.033 .5
6 MP3 Y -.033 .75
7 MP6 Y -.018 .75
8 POST5 Y -.018 .5
9 MP4 Y -.018 .75
10 POST7 Y -.06 3
11 MP5 Y -.03 3
12 MP2 Y -.06 3
13 MP7 Y -.03 3
14 POST6 Y -.06 3
15 MP3 Y -.03 3
16 POST7 Y -.022 4.5
17 MP2 Y -.022 4.5
18 POST6 Y -.022 4.5
19 MP6 Y -.025 3
20 POST5 Y -.025 3
21 MP4 Y -.025 3
22 POST7 Y -.015 2.5
23 POST5 Y -.015 2.5
24 POST6 Y -.015 2.5
25 MP10 Y -.052 3
26 POST3 Y -.052 3
27 MP8 Y -.052 3
28 POST8 Y -.04 4
29 POST4 Y -.04 4
30 MP9 Y -.04 4
31 POST8 Y -.011 2.5
32 POST4 Y -.011 2.5
33 MP9 Y -.011 2.5
34 POST8 Y -.063 1
35 POST4 Y -.063 1
36 MP9 Y -.063 1
37 POST8 Y -.042 4
38 POST4 Y -.042 4
39 MP9 Y -.042 4
40 TRAIL5 Y -.06 3
41 POST7 Y -.033 4.75
42 MP5 Y -.033 5.5
43 MP2 Y -.033 5.5
44 MP7 Y -.033 5
45 POST6 Y -.033 4.75
46 MP3 Y -.033 5.5
47 MP6 Y -.018 5.5
48 POST5 Y -.018 4.75
49 MP4 Y -.018 5.5
50 POST7 Y -.06 4
51 MP5 Y -.03 4
52 MP2 Y -.06 4
53 MP7 Y -.03 4
54 POST6 Y -.06 4
55 MP3 Y -.03 4
56 POST7 Y -.022 4.5
RISA-3D Version 17.0.2 Page 8 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 129 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 1 : Dead) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
57 MP2 Y -.022 5
58 POST6 Y -.022 4.5
59 MP6 Y -.025 4
60 POST5 Y -.025 4
61 MP4 Y -.025 4
62 MP10 Y -.052 4.75
63 POST3 Y -.052 4.75
64 MP8 Y -.052 5
65 POST8 Y -.04 5
66 POST4 Y -.04 4.75
67 MP9 Y -.04 5
68 POST8 Y -.063 5
69 POST4 Y -.063 4.75
70 MP9 Y -.063 5
71 POST8 Y -.042 5
72 POST4 Y -.042 4.75
73 MP9 Y -.042 5
Member Point Loads (BLC 2 : 0 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.331 .5
2 MP5 X -.331 .75
3 MP2 X -.323 .75
4 MP7 X -.323 .75
5 POST6 X -.185 .5
6 MP3 X -.185 .75
7 MP6 X -.178 .75
8 POST5 X -.171 .5
9 MP4 X -.062 .75
10 POST7 X -.166 3
11 MP5 X -.083 3
12 MP2 X -.161 3
13 MP7 X -.081 3
14 POST6 X -.08 3
15 MP3 X -.04 3
16 POST7 X -.125 4.5
17 MP2 X -.12 4.5
18 POST6 X -.035 4.5
19 MP6 X -.086 3
20 POST5 X -.083 3
21 MP4 X -.04 3
22 POST7 X -.195 2.5
23 POST5 X -.188 2.5
24 POST6 X -.08 2.5
25 MP10 X -.112 3
26 POST3 X -.13 3
27 MP8 X -.067 3
28 POST8 X -.015 4
29 POST4 X -.003 4
30 MP9 X -.044 4
31 POST8 X -.039 2.5
32 POST4 X -.044 2.5
33 MP9 X -.025 2.5
34 POST8 X -.552 1
35 POST4 X -.65 1
36 MP9 X -.303 1
37 POST8 X -.015 4
38 POST4 X -.003 4
39 MP9 X -.044 4
40 TRAIL5 X -.28 3
41 POST7 X -.331 4.75
42 MP5 X -.331 5.5
RISA-3D Version 17.0.2 Page 9 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 2 : 0 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
43 MP2 X -.323 5.5
44 MP7 X -.323 5
45 POST6 X -.185 4.75
46 MP3 X -.185 5.5
47 MP6 X -.178 5.5
48 POST5 X -.171 4.75
49 MP4 X -.062 5.5
50 POST7 X -.166 4
51 MP5 X -.083 4
52 MP2 X -.161 4
53 MP7 X -.081 4
54 POST6 X -.08 4
55 MP3 X -.04 4
56 POST7 X -.125 4.5
57 MP2 X -.12 5
58 POST6 X -.035 4.5
59 MP6 X -.086 4
60 POST5 X -.083 4
61 MP4 X -.04 4
62 MP10 X -.112 4.75
63 POST3 X -.13 4.75
64 MP8 X -.067 5
65 POST8 X -.015 5
66 POST4 X -.003 4.75
67 MP9 X -.044 5
68 POST8 X -.552 5
69 POST4 X -.65 4.75
70 MP9 X -.303 5
71 POST8 X -.015 5
72 POST4 X -.003 4.75
73 MP9 X -.044 5
Member Point Loads (BLC 3 : 30 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.226 .5
2 MP5 X -.226 .75
3 MP2 X -.292 .75
4 MP7 X -.292 .75
5 POST6 X -.172 .5
6 MP3 X -.172 .75
7 MP6 X -.106 .75
8 POST5 X -.158 .5
9 MP4 X -.063 .75
10 POST7 X -.108 3
11 MP5 X -.054 3
12 MP2 X -.147 3
13 MP7 X -.073 3
14 POST6 X -.077 3
15 MP3 X -.038 3
16 POST7 X -.071 4.5
17 MP2 X -.112 4.5
18 POST6 X -.038 4.5
19 MP6 X -.055 3
20 POST5 X -.076 3
21 MP4 X -.038 3
22 POST7 X -.121 2.5
23 POST5 X -.173 2.5
24 POST6 X -.079 2.5
25 MP10 X -.068 3
26 POST3 X -.113 3
27 MP8 X -.067 3
28 POST8 X -.032 4
RISA-3D Version 17.0.2 Page 10 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 130 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 3 : 30 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
29 POST4 X -.003 4
30 MP9 X -.032 4
31 POST8 X -.025 2.5
32 POST4 X -.038 2.5
33 MP9 X -.025 2.5
34 POST8 X -.317 1
35 POST4 X -.563 1
36 MP9 X -.313 1
37 POST8 X -.032 4
38 POST4 X -.003 4
39 MP9 X -.032 4
40 TRAIL5 X -.242 3
41 POST7 X -.226 4.75
42 MP5 X -.226 5.5
43 MP2 X -.292 5.5
44 MP7 X -.292 5
45 POST6 X -.172 4.75
46 MP3 X -.172 5.5
47 MP6 X -.106 5.5
48 POST5 X -.158 4.75
49 MP4 X -.063 5.5
50 POST7 X -.108 4
51 MP5 X -.054 4
52 MP2 X -.147 4
53 MP7 X -.073 4
54 POST6 X -.077 4
55 MP3 X -.038 4
56 POST7 X -.071 4.5
57 MP2 X -.112 5
58 POST6 X -.038 4.5
59 MP6 X -.055 4
60 POST5 X -.076 4
61 MP4 X -.038 4
62 MP10 X -.068 4.75
63 POST3 X -.113 4.75
64 MP8 X -.067 5
65 POST8 X -.032 5
66 POST4 X -.003 4.75
67 MP9 X -.032 5
68 POST8 X -.317 5
69 POST4 X -.563 4.75
70 MP9 X -.313 5
71 POST8 X -.032 5
72 POST4 X -.003 4.75
73 MP9 X -.032 5
74 POST7 Z -.13 .5
75 MP5 Z -.13 .75
76 MP2 Z -.168 .75
77 MP7 Z -.168 .75
78 POST6 Z -.1 .5
79 MP3 Z -.1 .75
80 MP6 Z -.061 .75
81 POST5 Z -.091 .5
82 MP4 Z -.036 .75
83 POST7 Z -.063 3
84 MP5 Z -.031 3
85 MP2 Z -.085 3
86 MP7 Z -.042 3
87 POST6 Z -.044 3
88 MP3 Z -.022 3
89 POST7 Z -.041 4.5
90 MP2 Z -.065 4.5
91 POST6 Z -.022 4.5
RISA-3D Version 17.0.2 Page 11 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 3 : 30 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
92 MP6 Z -.032 3
93 POST5 Z -.044 3
94 MP4 Z -.022 3
95 POST7 Z -.07 2.5
96 POST5 Z -.1 2.5
97 POST6 Z -.046 2.5
98 MP10 Z -.039 3
99 POST3 Z -.065 3
100 MP8 Z -.039 3
101 POST8 Z -.018 4
102 POST4 Z -.002 4
103 MP9 Z -.019 4
104 POST8 Z -.014 2.5
105 POST4 Z -.022 2.5
106 MP9 Z -.014 2.5
107 POST8 Z -.183 1
108 POST4 Z -.325 1
109 MP9 Z -.181 1
110 POST8 Z -.018 4
111 POST4 Z -.002 4
112 MP9 Z -.019 4
113 TRAIL5 Z -.14 3
114 POST7 Z -.13 4.75
115 MP5 Z -.13 5.5
116 MP2 Z -.168 5.5
117 MP7 Z -.168 5
118 POST6 Z -.1 4.75
119 MP3 Z -.1 5.5
120 MP6 Z -.061 5.5
121 POST5 Z -.091 4.75
122 MP4 Z -.036 5.5
123 POST7 Z -.063 4
124 MP5 Z -.031 4
125 MP2 Z -.085 4
126 MP7 Z -.042 4
127 POST6 Z -.044 4
128 MP3 Z -.022 4
129 POST7 Z -.041 4.5
130 MP2 Z -.065 5
131 POST6 Z -.022 4.5
132 MP6 Z -.032 4
133 POST5 Z -.044 4
134 MP4 Z -.022 4
135 MP10 Z -.039 4.75
136 POST3 Z -.065 4.75
137 MP8 Z -.039 5
138 POST8 Z -.018 5
139 POST4 Z -.002 4.75
140 MP9 Z -.019 5
141 POST8 Z -.183 5
142 POST4 Z -.325 4.75
143 MP9 Z -.181 5
144 POST8 Z -.018 5
145 POST4 Z -.002 4.75
146 MP9 Z -.019 5
Member Point Loads (BLC 4 : 45 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.156 .5
2 MP5 X -.156 .75
3 MP2 X -.221 .75
4 MP7 X -.221 .75
RISA-3D Version 17.0.2 Page 12 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 131 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
5 POST6 X -.165 .5
6 MP3 X -.165 .75
7 MP6 X -.064 .75
8 POST5 X -.115 .5
9 MP4 X -.071 .75
10 POST7 X -.072 3
11 MP5 X -.036 3
12 MP2 X -.11 3
13 MP7 X -.055 3
14 POST6 X -.077 3
15 MP3 X -.038 3
16 POST7 X -.04 4.5
17 MP2 X -.081 4.5
18 POST6 X -.046 4.5
19 MP6 X -.036 3
20 POST5 X -.057 3
21 MP4 X -.039 3
22 POST7 X -.076 2.5
23 POST5 X -.128 2.5
24 POST6 X -.084 2.5
25 MP10 X -.048 3
26 POST3 X -.083 3
27 MP8 X -.066 3
28 POST8 X -.031 4
29 POST4 X -.008 4
30 MP9 X -.019 4
31 POST8 X -.018 2.5
32 POST4 X -.029 2.5
33 MP9 X -.023 2.5
34 POST8 X -.22 1
35 POST4 X -.411 1
36 MP9 X -.317 1
37 POST8 X -.03 4
38 POST4 X -.008 4
39 MP9 X -.019 4
40 TRAIL5 X -.198 3
41 POST7 X -.156 4.75
42 MP5 X -.156 5.5
43 MP2 X -.221 5.5
44 MP7 X -.221 5
45 POST6 X -.165 4.75
46 MP3 X -.165 5.5
47 MP6 X -.064 5.5
48 POST5 X -.115 4.75
49 MP4 X -.071 5.5
50 POST7 X -.072 4
51 MP5 X -.036 4
52 MP2 X -.11 4
53 MP7 X -.055 4
54 POST6 X -.077 4
55 MP3 X -.038 4
56 POST7 X -.04 4.5
57 MP2 X -.081 5
58 POST6 X -.046 4.5
59 MP6 X -.036 4
60 POST5 X -.057 4
61 MP4 X -.039 4
62 MP10 X -.048 4.75
63 POST3 X -.083 4.75
64 MP8 X -.066 5
65 POST8 X -.031 5
66 POST4 X -.008 4.75
67 MP9 X -.019 5
RISA-3D Version 17.0.2 Page 13 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
68 POST8 X -.22 5
69 POST4 X -.411 4.75
70 MP9 X -.317 5
71 POST8 X -.03 5
72 POST4 X -.008 4.75
73 MP9 X -.019 5
74 POST7 Z -.156 .5
75 MP5 Z -.156 .75
76 MP2 Z -.221 .75
77 MP7 Z -.221 .75
78 POST6 Z -.165 .5
79 MP3 Z -.165 .75
80 MP6 Z -.064 .75
81 POST5 Z -.115 .5
82 MP4 Z -.071 .75
83 POST7 Z -.072 3
84 MP5 Z -.036 3
85 MP2 Z -.11 3
86 MP7 Z -.055 3
87 POST6 Z -.077 3
88 MP3 Z -.038 3
89 POST7 Z -.04 4.5
90 MP2 Z -.081 4.5
91 POST6 Z -.046 4.5
92 MP6 Z -.036 3
93 POST5 Z -.057 3
94 MP4 Z -.039 3
95 POST7 Z -.076 2.5
96 POST5 Z -.128 2.5
97 POST6 Z -.084 2.5
98 MP10 Z -.048 3
99 POST3 Z -.083 3
100 MP8 Z -.066 3
101 POST8 Z -.031 4
102 POST4 Z -.008 4
103 MP9 Z -.019 4
104 POST8 Z -.018 2.5
105 POST4 Z -.029 2.5
106 MP9 Z -.023 2.5
107 POST8 Z -.22 1
108 POST4 Z -.411 1
109 MP9 Z -.317 1
110 POST8 Z -.03 4
111 POST4 Z -.008 4
112 MP9 Z -.019 4
113 TRAIL5 Z -.198 3
114 POST7 Z -.156 4.75
115 MP5 Z -.156 5.5
116 MP2 Z -.221 5.5
117 MP7 Z -.221 5
118 POST6 Z -.165 4.75
119 MP3 Z -.165 5.5
120 MP6 Z -.064 5.5
121 POST5 Z -.115 4.75
122 MP4 Z -.071 5.5
123 POST7 Z -.072 4
124 MP5 Z -.036 4
125 MP2 Z -.11 4
126 MP7 Z -.055 4
127 POST6 Z -.077 4
128 MP3 Z -.038 4
129 POST7 Z -.04 4.5
130 MP2 Z -.081 5
RISA-3D Version 17.0.2 Page 14 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 132 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 4 : 45 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
131 POST6 Z -.046 4.5
132 MP6 Z -.036 4
133 POST5 Z -.057 4
134 MP4 Z -.039 4
135 MP10 Z -.048 4.75
136 POST3 Z -.083 4.75
137 MP8 Z -.066 5
138 POST8 Z -.031 5
139 POST4 Z -.008 4.75
140 MP9 Z -.019 5
141 POST8 Z -.22 5
142 POST4 Z -.411 4.75
143 MP9 Z -.317 5
144 POST8 Z -.03 5
145 POST4 Z -.008 4.75
146 MP9 Z -.019 5
Member Point Loads (BLC 5 : 60 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.096 .5
2 MP5 X -.096 .75
3 MP2 X -.137 .75
4 MP7 X -.137 .75
5 POST6 X -.137 .5
6 MP3 X -.137 .75
7 MP6 X -.033 .75
8 POST5 X -.067 .5
9 MP4 X -.067 .75
10 POST7 X -.042 3
11 MP5 X -.021 3
12 MP2 X -.067 3
13 MP7 X -.033 3
14 POST6 X -.067 3
15 MP3 X -.033 3
16 POST7 X -.019 4.5
17 MP2 X -.045 4.5
18 POST6 X -.045 4.5
19 MP6 X -.021 3
20 POST5 X -.034 3
21 MP4 X -.034 3
22 POST7 X -.042 2.5
23 POST5 X -.075 2.5
24 POST6 X -.075 2.5
25 MP10 X -.033 3
26 POST3 X -.05 3
27 MP8 X -.055 3
28 POST8 X -.022 4
29 POST4 X -.011 4
30 MP9 X -.008 4
31 POST8 X -.013 2.5
32 POST4 X -.018 2.5
33 MP9 X -.019 2.5
34 POST8 X -.151 1
35 POST4 X -.244 1
36 MP9 X -.273 1
37 POST8 X -.022 4
38 POST4 X -.011 4
39 MP9 X -.008 4
40 TRAIL5 X -.14 3
41 POST7 X -.096 4.75
42 MP5 X -.096 5.5
43 MP2 X -.137 5.5
RISA-3D Version 17.0.2 Page 15 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 5 : 60 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
44 MP7 X -.137 5
45 POST6 X -.137 4.75
46 MP3 X -.137 5.5
47 MP6 X -.033 5.5
48 POST5 X -.067 4.75
49 MP4 X -.067 5.5
50 POST7 X -.042 4
51 MP5 X -.021 4
52 MP2 X -.067 4
53 MP7 X -.033 4
54 POST6 X -.067 4
55 MP3 X -.033 4
56 POST7 X -.019 4.5
57 MP2 X -.045 5
58 POST6 X -.045 4.5
59 MP6 X -.021 4
60 POST5 X -.034 4
61 MP4 X -.034 4
62 MP10 X -.033 4.75
63 POST3 X -.05 4.75
64 MP8 X -.055 5
65 POST8 X -.022 5
66 POST4 X -.011 4.75
67 MP9 X -.008 5
68 POST8 X -.151 5
69 POST4 X -.244 4.75
70 MP9 X -.273 5
71 POST8 X -.022 5
72 POST4 X -.011 4.75
73 MP9 X -.008 5
74 POST7 Z -.165 .5
75 MP5 Z -.165 .75
76 MP2 Z -.238 .75
77 MP7 Z -.238 .75
78 POST6 Z -.238 .5
79 MP3 Z -.238 .75
80 MP6 Z -.057 .75
81 POST5 Z -.115 .5
82 MP4 Z -.115 .75
83 POST7 Z -.073 3
84 MP5 Z -.036 3
85 MP2 Z -.115 3
86 MP7 Z -.058 3
87 POST6 Z -.115 3
88 MP3 Z -.058 3
89 POST7 Z -.033 4.5
90 MP2 Z -.078 4.5
91 POST6 Z -.078 4.5
92 MP6 Z -.036 3
93 POST5 Z -.059 3
94 MP4 Z -.059 3
95 POST7 Z -.074 2.5
96 POST5 Z -.131 2.5
97 POST6 Z -.131 2.5
98 MP10 Z -.058 3
99 POST3 Z -.087 3
100 MP8 Z -.096 3
101 POST8 Z -.039 4
102 POST4 Z -.019 4
103 MP9 Z -.013 4
104 POST8 Z -.022 2.5
105 POST4 Z -.031 2.5
106 MP9 Z -.033 2.5
RISA-3D Version 17.0.2 Page 16 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 133 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 5 : 60 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
107 POST8 Z -.262 1
108 POST4 Z -.422 1
109 MP9 Z -.472 1
110 POST8 Z -.038 4
111 POST4 Z -.019 4
112 MP9 Z -.013 4
113 TRAIL5 Z -.242 3
114 POST7 Z -.165 4.75
115 MP5 Z -.165 5.5
116 MP2 Z -.238 5.5
117 MP7 Z -.238 5
118 POST6 Z -.238 4.75
119 MP3 Z -.238 5.5
120 MP6 Z -.057 5.5
121 POST5 Z -.115 4.75
122 MP4 Z -.115 5.5
123 POST7 Z -.073 4
124 MP5 Z -.036 4
125 MP2 Z -.115 4
126 MP7 Z -.058 4
127 POST6 Z -.115 4
128 MP3 Z -.058 4
129 POST7 Z -.033 4.5
130 MP2 Z -.078 5
131 POST6 Z -.078 4.5
132 MP6 Z -.036 4
133 POST5 Z -.059 4
134 MP4 Z -.059 4
135 MP10 Z -.058 4.75
136 POST3 Z -.087 4.75
137 MP8 Z -.096 5
138 POST8 Z -.039 5
139 POST4 Z -.019 4.75
140 MP9 Z -.013 5
141 POST8 Z -.262 5
142 POST4 Z -.422 4.75
143 MP9 Z -.472 5
144 POST8 Z -.038 5
145 POST4 Z -.019 4.75
146 MP9 Z -.013 5
Member Point Loads (BLC 6 : 90 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Z -.191 .5
2 MP5 Z -.191 .75
3 MP2 Z -.199 .75
4 MP7 Z -.199 .75
5 POST6 Z -.337 .5
6 MP3 Z -.337 .75
7 MP6 Z -.066 .75
8 POST5 Z -.073 .5
9 MP4 Z -.182 .75
10 POST7 Z -.084 3
11 MP5 Z -.042 3
12 MP2 Z -.089 3
13 MP7 Z -.044 3
14 POST6 Z -.17 3
15 MP3 Z -.085 3
16 POST7 Z -.039 4.5
17 MP2 Z -.044 4.5
18 POST6 Z -.129 4.5
19 MP6 Z -.042 3
RISA-3D Version 17.0.2 Page 17 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 6 : 90 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
20 POST5 Z -.044 3
21 MP4 Z -.088 3
22 POST7 Z -.085 2.5
23 POST5 Z -.091 2.5
24 POST6 Z -.199 2.5
25 MP10 Z -.089 3
26 POST3 Z -.071 3
27 MP8 Z -.134 3
28 POST8 Z -.03 4
29 POST4 Z -.042 4
30 MP9 Z -.000611 4
31 POST8 Z -.032 2.5
32 POST4 Z -.027 2.5
33 MP9 Z -.045 2.5
34 POST8 Z -.423 1
35 POST4 Z -.324 1
36 MP9 Z -.671 1
37 POST8 Z -.03 4
38 POST4 Z -.041 4
39 MP9 Z -.000582 4
40 TRAIL5 Z -.28 3
41 POST7 Z -.191 4.75
42 MP5 Z -.191 5.5
43 MP2 Z -.199 5.5
44 MP7 Z -.199 5
45 POST6 Z -.337 4.75
46 MP3 Z -.337 5.5
47 MP6 Z -.066 5.5
48 POST5 Z -.073 4.75
49 MP4 Z -.182 5.5
50 POST7 Z -.084 4
51 MP5 Z -.042 4
52 MP2 Z -.089 4
53 MP7 Z -.044 4
54 POST6 Z -.17 4
55 MP3 Z -.085 4
56 POST7 Z -.039 4.5
57 MP2 Z -.044 5
58 POST6 Z -.129 4.5
59 MP6 Z -.042 4
60 POST5 Z -.044 4
61 MP4 Z -.088 4
62 MP10 Z -.089 4.75
63 POST3 Z -.071 4.75
64 MP8 Z -.134 5
65 POST8 Z -.03 5
66 POST4 Z -.042 4.75
67 MP9 Z -.000611 5
68 POST8 Z -.423 5
69 POST4 Z -.324 4.75
70 MP9 Z -.671 5
71 POST8 Z -.03 5
72 POST4 Z -.041 4.75
73 MP9 Z -.000582 5
Member Point Loads (BLC 7 : 120 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .13 .5
2 MP5 X .13 .75
3 MP2 X .093 .75
4 MP7 X .093 .75
5 POST6 X .161 .5
RISA-3D Version 17.0.2 Page 18 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 134 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
6 MP3 X .161 .75
7 MP6 X .061 .75
8 POST5 X .031 .5
9 MP4 X .086 .75
10 POST7 X .063 3
11 MP5 X .031 3
12 MP2 X .04 3
13 MP7 X .02 3
14 POST6 X .081 3
15 MP3 X .04 3
16 POST7 X .041 4.5
17 MP2 X .017 4.5
18 POST6 X .06 4.5
19 MP6 X .032 3
20 POST5 X .02 3
21 MP4 X .042 3
22 POST7 X .07 2.5
23 POST5 X .04 2.5
24 POST6 X .094 2.5
25 MP10 X .061 3
26 POST3 X .035 3
27 MP8 X .062 3
28 POST8 X .004 4
29 POST4 X .021 4
30 MP9 X .004 4
31 POST8 X .021 2.5
32 POST4 X .013 2.5
33 MP9 X .021 2.5
34 POST8 X .304 1
35 POST4 X .162 1
36 MP9 X .307 1
37 POST8 X .004 4
38 POST4 X .021 4
39 MP9 X .004 4
40 TRAIL5 X .14 3
41 POST7 X .13 4.75
42 MP5 X .13 5.5
43 MP2 X .093 5.5
44 MP7 X .093 5
45 POST6 X .161 4.75
46 MP3 X .161 5.5
47 MP6 X .061 5.5
48 POST5 X .031 4.75
49 MP4 X .086 5.5
50 POST7 X .063 4
51 MP5 X .031 4
52 MP2 X .04 4
53 MP7 X .02 4
54 POST6 X .081 4
55 MP3 X .04 4
56 POST7 X .041 4.5
57 MP2 X .017 5
58 POST6 X .06 4.5
59 MP6 X .032 4
60 POST5 X .02 4
61 MP4 X .042 4
62 MP10 X .061 4.75
63 POST3 X .035 4.75
64 MP8 X .062 5
65 POST8 X .004 5
66 POST4 X .021 4.75
67 MP9 X .004 5
68 POST8 X .304 5
RISA-3D Version 17.0.2 Page 19 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
69 POST4 X .162 4.75
70 MP9 X .307 5
71 POST8 X .004 5
72 POST4 X .021 4.75
73 MP9 X .004 5
74 POST7 Z -.226 .5
75 MP5 Z -.226 .75
76 MP2 Z -.16 .75
77 MP7 Z -.16 .75
78 POST6 Z -.279 .5
79 MP3 Z -.279 .75
80 MP6 Z -.106 .75
81 POST5 Z -.053 .5
82 MP4 Z -.148 .75
83 POST7 Z -.108 3
84 MP5 Z -.054 3
85 MP2 Z -.07 3
86 MP7 Z -.035 3
87 POST6 Z -.14 3
88 MP3 Z -.07 3
89 POST7 Z -.071 4.5
90 MP2 Z -.03 4.5
91 POST6 Z -.104 4.5
92 MP6 Z -.055 3
93 POST5 Z -.034 3
94 MP4 Z -.072 3
95 POST7 Z -.121 2.5
96 POST5 Z -.07 2.5
97 POST6 Z -.163 2.5
98 MP10 Z -.106 3
99 POST3 Z -.061 3
100 MP8 Z -.107 3
101 POST8 Z -.007 4
102 POST4 Z -.036 4
103 MP9 Z -.007 4
104 POST8 Z -.036 2.5
105 POST4 Z -.023 2.5
106 MP9 Z -.036 2.5
107 POST8 Z -.527 1
108 POST4 Z -.281 1
109 MP9 Z -.531 1
110 POST8 Z -.007 4
111 POST4 Z -.036 4
112 MP9 Z -.006 4
113 TRAIL5 Z -.242 3
114 POST7 Z -.226 4.75
115 MP5 Z -.226 5.5
116 MP2 Z -.16 5.5
117 MP7 Z -.16 5
118 POST6 Z -.279 4.75
119 MP3 Z -.279 5.5
120 MP6 Z -.106 5.5
121 POST5 Z -.053 4.75
122 MP4 Z -.148 5.5
123 POST7 Z -.108 4
124 MP5 Z -.054 4
125 MP2 Z -.07 4
126 MP7 Z -.035 4
127 POST6 Z -.14 4
128 MP3 Z -.07 4
129 POST7 Z -.071 4.5
130 MP2 Z -.03 5
131 POST6 Z -.104 4.5
RISA-3D Version 17.0.2 Page 20 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 135 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 7 : 120 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
132 MP6 Z -.055 4
133 POST5 Z -.034 4
134 MP4 Z -.072 4
135 MP10 Z -.106 4.75
136 POST3 Z -.061 4.75
137 MP8 Z -.107 5
138 POST8 Z -.007 5
139 POST4 Z -.036 4.75
140 MP9 Z -.007 5
141 POST8 Z -.527 5
142 POST4 Z -.281 4.75
143 MP9 Z -.531 5
144 POST8 Z -.007 5
145 POST4 Z -.036 4.75
146 MP9 Z -.006 5
Member Point Loads (BLC 8 : 135 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .213 .5
2 MP5 X .213 .75
3 MP2 X .148 .75
4 MP7 X .148 .75
5 POST6 X .204 .5
6 MP3 X .204 .75
7 MP6 X .109 .75
8 POST5 X .057 .5
9 MP4 X .102 .75
10 POST7 X .105 3
11 MP5 X .053 3
12 MP2 X .067 3
13 MP7 X .033 3
14 POST6 X .1 3
15 MP3 X .05 3
16 POST7 X .076 4.5
17 MP2 X .035 4.5
18 POST6 X .07 4.5
19 MP6 X .054 3
20 POST5 X .033 3
21 MP4 X .051 3
22 POST7 X .121 2.5
23 POST5 X .07 2.5
24 POST6 X .114 2.5
25 MP10 X .094 3
26 POST3 X .059 3
27 MP8 X .076 3
28 POST8 X .001 4
29 POST4 X .024 4
30 MP9 X .013 4
31 POST8 X .032 2.5
32 POST4 X .021 2.5
33 MP9 X .026 2.5
34 POST8 X .47 1
35 POST4 X .278 1
36 MP9 X .372 1
37 POST8 X .001 4
38 POST4 X .024 4
39 MP9 X .012 4
40 TRAIL5 X .198 3
41 POST7 X .213 4.75
42 MP5 X .213 5.5
43 MP2 X .148 5.5
44 MP7 X .148 5
RISA-3D Version 17.0.2 Page 21 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 8 : 135 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
45 POST6 X .204 4.75
46 MP3 X .204 5.5
47 MP6 X .109 5.5
48 POST5 X .057 4.75
49 MP4 X .102 5.5
50 POST7 X .105 4
51 MP5 X .053 4
52 MP2 X .067 4
53 MP7 X .033 4
54 POST6 X .1 4
55 MP3 X .05 4
56 POST7 X .076 4.5
57 MP2 X .035 5
58 POST6 X .07 4.5
59 MP6 X .054 4
60 POST5 X .033 4
61 MP4 X .051 4
62 MP10 X .094 4.75
63 POST3 X .059 4.75
64 MP8 X .076 5
65 POST8 X .001 5
66 POST4 X .024 4.75
67 MP9 X .013 5
68 POST8 X .47 5
69 POST4 X .278 4.75
70 MP9 X .372 5
71 POST8 X .001 5
72 POST4 X .024 4.75
73 MP9 X .012 5
74 POST7 Z -.213 .5
75 MP5 Z -.213 .75
76 MP2 Z -.148 .75
77 MP7 Z -.148 .75
78 POST6 Z -.204 .5
79 MP3 Z -.204 .75
80 MP6 Z -.109 .75
81 POST5 Z -.057 .5
82 MP4 Z -.102 .75
83 POST7 Z -.105 3
84 MP5 Z -.053 3
85 MP2 Z -.067 3
86 MP7 Z -.033 3
87 POST6 Z -.1 3
88 MP3 Z -.05 3
89 POST7 Z -.076 4.5
90 MP2 Z -.035 4.5
91 POST6 Z -.07 4.5
92 MP6 Z -.054 3
93 POST5 Z -.033 3
94 MP4 Z -.051 3
95 POST7 Z -.121 2.5
96 POST5 Z -.07 2.5
97 POST6 Z -.114 2.5
98 MP10 Z -.094 3
99 POST3 Z -.059 3
100 MP8 Z -.076 3
101 POST8 Z -.001 4
102 POST4 Z -.024 4
103 MP9 Z -.013 4
104 POST8 Z -.032 2.5
105 POST4 Z -.021 2.5
106 MP9 Z -.026 2.5
107 POST8 Z -.47 1
RISA-3D Version 17.0.2 Page 22 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 136 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 8 : 135 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
108 POST4 Z -.278 1
109 MP9 Z -.372 1
110 POST8 Z -.001 4
111 POST4 Z -.024 4
112 MP9 Z -.012 4
113 TRAIL5 Z -.198 3
114 POST7 Z -.213 4.75
115 MP5 Z -.213 5.5
116 MP2 Z -.148 5.5
117 MP7 Z -.148 5
118 POST6 Z -.204 4.75
119 MP3 Z -.204 5.5
120 MP6 Z -.109 5.5
121 POST5 Z -.057 4.75
122 MP4 Z -.102 5.5
123 POST7 Z -.105 4
124 MP5 Z -.053 4
125 MP2 Z -.067 4
126 MP7 Z -.033 4
127 POST6 Z -.1 4
128 MP3 Z -.05 4
129 POST7 Z -.076 4.5
130 MP2 Z -.035 5
131 POST6 Z -.07 4.5
132 MP6 Z -.054 4
133 POST5 Z -.033 4
134 MP4 Z -.051 4
135 MP10 Z -.094 4.75
136 POST3 Z -.059 4.75
137 MP8 Z -.076 5
138 POST8 Z -.001 5
139 POST4 Z -.024 4.75
140 MP9 Z -.013 5
141 POST8 Z -.47 5
142 POST4 Z -.278 4.75
143 MP9 Z -.372 5
144 POST8 Z -.001 5
145 POST4 Z -.024 4.75
146 MP9 Z -.012 5
Member Point Loads (BLC 9 : 150 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .286 .5
2 MP5 X .286 .75
3 MP2 X .214 .75
4 MP7 X .214 .75
5 POST6 X .214 .5
6 MP3 X .214 .75
7 MP6 X .154 .75
8 POST5 X .096 .5
9 MP4 X .096 .75
10 POST7 X .144 3
11 MP5 X .072 3
12 MP2 X .101 3
13 MP7 X .051 3
14 POST6 X .101 3
15 MP3 X .051 3
16 POST7 X .109 4.5
17 MP2 X .063 4.5
18 POST6 X .063 4.5
19 MP6 X .074 3
20 POST5 X .051 3
RISA-3D Version 17.0.2 Page 23 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 9 : 150 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
21 MP4 X .051 3
22 POST7 X .169 2.5
23 POST5 X .112 2.5
24 POST6 X .112 2.5
25 MP10 X .116 3
26 POST3 X .087 3
27 MP8 X .078 3
28 POST8 X .0004 4
29 POST4 X .019 4
30 MP9 X .025 4
31 POST8 X .039 2.5
32 POST4 X .031 2.5
33 MP9 X .028 2.5
34 POST8 X .582 1
35 POST4 X .422 1
36 MP9 X .372 1
37 POST8 X .000376 4
38 POST4 X .019 4
39 MP9 X .025 4
40 TRAIL5 X .242 3
41 POST7 X .286 4.75
42 MP5 X .286 5.5
43 MP2 X .214 5.5
44 MP7 X .214 5
45 POST6 X .214 4.75
46 MP3 X .214 5.5
47 MP6 X .154 5.5
48 POST5 X .096 4.75
49 MP4 X .096 5.5
50 POST7 X .144 4
51 MP5 X .072 4
52 MP2 X .101 4
53 MP7 X .051 4
54 POST6 X .101 4
55 MP3 X .051 4
56 POST7 X .109 4.5
57 MP2 X .063 5
58 POST6 X .063 4.5
59 MP6 X .074 4
60 POST5 X .051 4
61 MP4 X .051 4
62 MP10 X .116 4.75
63 POST3 X .087 4.75
64 MP8 X .078 5
65 POST8 X .0004 5
66 POST4 X .019 4.75
67 MP9 X .025 5
68 POST8 X .582 5
69 POST4 X .422 4.75
70 MP9 X .372 5
71 POST8 X .000376 5
72 POST4 X .019 4.75
73 MP9 X .025 5
74 POST7 Z -.165 .5
75 MP5 Z -.165 .75
76 MP2 Z -.123 .75
77 MP7 Z -.123 .75
78 POST6 Z -.123 .5
79 MP3 Z -.123 .75
80 MP6 Z -.089 .75
81 POST5 Z -.055 .5
82 MP4 Z -.055 .75
83 POST7 Z -.083 3
RISA-3D Version 17.0.2 Page 24 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 137 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 9 : 150 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
84 MP5 Z -.042 3
85 MP2 Z -.058 3
86 MP7 Z -.029 3
87 POST6 Z -.058 3
88 MP3 Z -.029 3
89 POST7 Z -.063 4.5
90 MP2 Z -.037 4.5
91 POST6 Z -.037 4.5
92 MP6 Z -.043 3
93 POST5 Z -.03 3
94 MP4 Z -.03 3
95 POST7 Z -.097 2.5
96 POST5 Z -.064 2.5
97 POST6 Z -.064 2.5
98 MP10 Z -.067 3
99 POST3 Z -.05 3
100 MP8 Z -.045 3
101 POST8 Z -.000231 4
102 POST4 Z -.011 4
103 MP9 Z -.015 4
104 POST8 Z -.023 2.5
105 POST4 Z -.018 2.5
106 MP9 Z -.016 2.5
107 POST8 Z -.336 1
108 POST4 Z -.244 1
109 MP9 Z -.215 1
110 POST8 Z -.000217 4
111 POST4 Z -.011 4
112 MP9 Z -.015 4
113 TRAIL5 Z -.14 3
114 POST7 Z -.165 4.75
115 MP5 Z -.165 5.5
116 MP2 Z -.123 5.5
117 MP7 Z -.123 5
118 POST6 Z -.123 4.75
119 MP3 Z -.123 5.5
120 MP6 Z -.089 5.5
121 POST5 Z -.055 4.75
122 MP4 Z -.055 5.5
123 POST7 Z -.083 4
124 MP5 Z -.042 4
125 MP2 Z -.058 4
126 MP7 Z -.029 4
127 POST6 Z -.058 4
128 MP3 Z -.029 4
129 POST7 Z -.063 4.5
130 MP2 Z -.037 5
131 POST6 Z -.037 4.5
132 MP6 Z -.043 4
133 POST5 Z -.03 4
134 MP4 Z -.03 4
135 MP10 Z -.067 4.75
136 POST3 Z -.05 4.75
137 MP8 Z -.045 5
138 POST8 Z -.000231 5
139 POST4 Z -.011 4.75
140 MP9 Z -.015 5
141 POST8 Z -.336 5
142 POST4 Z -.244 4.75
143 MP9 Z -.215 5
144 POST8 Z -.000217 5
145 POST4 Z -.011 4.75
146 MP9 Z -.015 5
RISA-3D Version 17.0.2 Page 25 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 10 : 180 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .331 .5
2 MP5 X .331 .75
3 MP2 X .323 .75
4 MP7 X .323 .75
5 POST6 X .185 .5
6 MP3 X .185 .75
7 MP6 X .178 .75
8 POST5 X .171 .5
9 MP4 X .062 .75
10 POST7 X .166 3
11 MP5 X .083 3
12 MP2 X .161 3
13 MP7 X .081 3
14 POST6 X .08 3
15 MP3 X .04 3
16 POST7 X .125 4.5
17 MP2 X .12 4.5
18 POST6 X .035 4.5
19 MP6 X .086 3
20 POST5 X .083 3
21 MP4 X .04 3
22 POST7 X .195 2.5
23 POST5 X .188 2.5
24 POST6 X .08 2.5
25 MP10 X .112 3
26 POST3 X .13 3
27 MP8 X .067 3
28 POST8 X .015 4
29 POST4 X .003 4
30 MP9 X .044 4
31 POST8 X .039 2.5
32 POST4 X .044 2.5
33 MP9 X .025 2.5
34 POST8 X .552 1
35 POST4 X .65 1
36 MP9 X .303 1
37 POST8 X .015 4
38 POST4 X .003 4
39 MP9 X .044 4
40 TRAIL5 X .28 3
41 POST7 X .331 4.75
42 MP5 X .331 5.5
43 MP2 X .323 5.5
44 MP7 X .323 5
45 POST6 X .185 4.75
46 MP3 X .185 5.5
47 MP6 X .178 5.5
48 POST5 X .171 4.75
49 MP4 X .062 5.5
50 POST7 X .166 4
51 MP5 X .083 4
52 MP2 X .161 4
53 MP7 X .081 4
54 POST6 X .08 4
55 MP3 X .04 4
56 POST7 X .125 4.5
57 MP2 X .12 5
58 POST6 X .035 4.5
59 MP6 X .086 4
60 POST5 X .083 4
61 MP4 X .04 4
62 MP10 X .112 4.75
63 POST3 X .13 4.75
RISA-3D Version 17.0.2 Page 26 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 138 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 10 : 180 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
64 MP8 X .067 5
65 POST8 X .015 5
66 POST4 X .003 4.75
67 MP9 X .044 5
68 POST8 X .552 5
69 POST4 X .65 4.75
70 MP9 X .303 5
71 POST8 X .015 5
72 POST4 X .003 4.75
73 MP9 X .044 5
Member Point Loads (BLC 11 : 210 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .226 .5
2 MP5 X .226 .75
3 MP2 X .292 .75
4 MP7 X .292 .75
5 POST6 X .172 .5
6 MP3 X .172 .75
7 MP6 X .106 .75
8 POST5 X .158 .5
9 MP4 X .063 .75
10 POST7 X .108 3
11 MP5 X .054 3
12 MP2 X .147 3
13 MP7 X .073 3
14 POST6 X .077 3
15 MP3 X .038 3
16 POST7 X .071 4.5
17 MP2 X .112 4.5
18 POST6 X .038 4.5
19 MP6 X .055 3
20 POST5 X .076 3
21 MP4 X .038 3
22 POST7 X .121 2.5
23 POST5 X .173 2.5
24 POST6 X .079 2.5
25 MP10 X .068 3
26 POST3 X .113 3
27 MP8 X .067 3
28 POST8 X .032 4
29 POST4 X .003 4
30 MP9 X .032 4
31 POST8 X .025 2.5
32 POST4 X .038 2.5
33 MP9 X .025 2.5
34 POST8 X .317 1
35 POST4 X .563 1
36 MP9 X .313 1
37 POST8 X .032 4
38 POST4 X .003 4
39 MP9 X .032 4
40 TRAIL5 X .242 3
41 POST7 X .226 4.75
42 MP5 X .226 5.5
43 MP2 X .292 5.5
44 MP7 X .292 5
45 POST6 X .172 4.75
46 MP3 X .172 5.5
47 MP6 X .106 5.5
48 POST5 X .158 4.75
49 MP4 X .063 5.5
RISA-3D Version 17.0.2 Page 27 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 11 : 210 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
50 POST7 X .108 4
51 MP5 X .054 4
52 MP2 X .147 4
53 MP7 X .073 4
54 POST6 X .077 4
55 MP3 X .038 4
56 POST7 X .071 4.5
57 MP2 X .112 5
58 POST6 X .038 4.5
59 MP6 X .055 4
60 POST5 X .076 4
61 MP4 X .038 4
62 MP10 X .068 4.75
63 POST3 X .113 4.75
64 MP8 X .067 5
65 POST8 X .032 5
66 POST4 X .003 4.75
67 MP9 X .032 5
68 POST8 X .317 5
69 POST4 X .563 4.75
70 MP9 X .313 5
71 POST8 X .032 5
72 POST4 X .003 4.75
73 MP9 X .032 5
74 POST7 Z .13 .5
75 MP5 Z .13 .75
76 MP2 Z .168 .75
77 MP7 Z .168 .75
78 POST6 Z .1 .5
79 MP3 Z .1 .75
80 MP6 Z .061 .75
81 POST5 Z .091 .5
82 MP4 Z .036 .75
83 POST7 Z .063 3
84 MP5 Z .031 3
85 MP2 Z .085 3
86 MP7 Z .042 3
87 POST6 Z .044 3
88 MP3 Z .022 3
89 POST7 Z .041 4.5
90 MP2 Z .065 4.5
91 POST6 Z .022 4.5
92 MP6 Z .032 3
93 POST5 Z .044 3
94 MP4 Z .022 3
95 POST7 Z .07 2.5
96 POST5 Z .1 2.5
97 POST6 Z .046 2.5
98 MP10 Z .039 3
99 POST3 Z .065 3
100 MP8 Z .039 3
101 POST8 Z .018 4
102 POST4 Z .002 4
103 MP9 Z .019 4
104 POST8 Z .014 2.5
105 POST4 Z .022 2.5
106 MP9 Z .014 2.5
107 POST8 Z .183 1
108 POST4 Z .325 1
109 MP9 Z .181 1
110 POST8 Z .018 4
111 POST4 Z .002 4
112 MP9 Z .019 4
RISA-3D Version 17.0.2 Page 28 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 139 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 11 : 210 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
113 TRAIL5 Z .14 3
114 POST7 Z .13 4.75
115 MP5 Z .13 5.5
116 MP2 Z .168 5.5
117 MP7 Z .168 5
118 POST6 Z .1 4.75
119 MP3 Z .1 5.5
120 MP6 Z .061 5.5
121 POST5 Z .091 4.75
122 MP4 Z .036 5.5
123 POST7 Z .063 4
124 MP5 Z .031 4
125 MP2 Z .085 4
126 MP7 Z .042 4
127 POST6 Z .044 4
128 MP3 Z .022 4
129 POST7 Z .041 4.5
130 MP2 Z .065 5
131 POST6 Z .022 4.5
132 MP6 Z .032 4
133 POST5 Z .044 4
134 MP4 Z .022 4
135 MP10 Z .039 4.75
136 POST3 Z .065 4.75
137 MP8 Z .039 5
138 POST8 Z .018 5
139 POST4 Z .002 4.75
140 MP9 Z .019 5
141 POST8 Z .183 5
142 POST4 Z .325 4.75
143 MP9 Z .181 5
144 POST8 Z .018 5
145 POST4 Z .002 4.75
146 MP9 Z .019 5
Member Point Loads (BLC 12 : 225 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .156 .5
2 MP5 X .156 .75
3 MP2 X .221 .75
4 MP7 X .221 .75
5 POST6 X .165 .5
6 MP3 X .165 .75
7 MP6 X .064 .75
8 POST5 X .115 .5
9 MP4 X .071 .75
10 POST7 X .072 3
11 MP5 X .036 3
12 MP2 X .11 3
13 MP7 X .055 3
14 POST6 X .077 3
15 MP3 X .038 3
16 POST7 X .04 4.5
17 MP2 X .081 4.5
18 POST6 X .046 4.5
19 MP6 X .036 3
20 POST5 X .057 3
21 MP4 X .039 3
22 POST7 X .076 2.5
23 POST5 X .128 2.5
24 POST6 X .084 2.5
25 MP10 X .048 3
RISA-3D Version 17.0.2 Page 29 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 12 : 225 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
26 POST3 X .083 3
27 MP8 X .066 3
28 POST8 X .031 4
29 POST4 X .008 4
30 MP9 X .019 4
31 POST8 X .018 2.5
32 POST4 X .029 2.5
33 MP9 X .023 2.5
34 POST8 X .22 1
35 POST4 X .411 1
36 MP9 X .317 1
37 POST8 X .03 4
38 POST4 X .008 4
39 MP9 X .019 4
40 TRAIL5 X .198 3
41 POST7 X .156 4.75
42 MP5 X .156 5.5
43 MP2 X .221 5.5
44 MP7 X .221 5
45 POST6 X .165 4.75
46 MP3 X .165 5.5
47 MP6 X .064 5.5
48 POST5 X .115 4.75
49 MP4 X .071 5.5
50 POST7 X .072 4
51 MP5 X .036 4
52 MP2 X .11 4
53 MP7 X .055 4
54 POST6 X .077 4
55 MP3 X .038 4
56 POST7 X .04 4.5
57 MP2 X .081 5
58 POST6 X .046 4.5
59 MP6 X .036 4
60 POST5 X .057 4
61 MP4 X .039 4
62 MP10 X .048 4.75
63 POST3 X .083 4.75
64 MP8 X .066 5
65 POST8 X .031 5
66 POST4 X .008 4.75
67 MP9 X .019 5
68 POST8 X .22 5
69 POST4 X .411 4.75
70 MP9 X .317 5
71 POST8 X .03 5
72 POST4 X .008 4.75
73 MP9 X .019 5
74 POST7 Z .156 .5
75 MP5 Z .156 .75
76 MP2 Z .221 .75
77 MP7 Z .221 .75
78 POST6 Z .165 .5
79 MP3 Z .165 .75
80 MP6 Z .064 .75
81 POST5 Z .115 .5
82 MP4 Z .071 .75
83 POST7 Z .072 3
84 MP5 Z .036 3
85 MP2 Z .11 3
86 MP7 Z .055 3
87 POST6 Z .077 3
88 MP3 Z .038 3
RISA-3D Version 17.0.2 Page 30 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 140 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 12 : 225 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
89 POST7 Z .04 4.5
90 MP2 Z .081 4.5
91 POST6 Z .046 4.5
92 MP6 Z .036 3
93 POST5 Z .057 3
94 MP4 Z .039 3
95 POST7 Z .076 2.5
96 POST5 Z .128 2.5
97 POST6 Z .084 2.5
98 MP10 Z .048 3
99 POST3 Z .083 3
100 MP8 Z .066 3
101 POST8 Z .031 4
102 POST4 Z .008 4
103 MP9 Z .019 4
104 POST8 Z .018 2.5
105 POST4 Z .029 2.5
106 MP9 Z .023 2.5
107 POST8 Z .22 1
108 POST4 Z .411 1
109 MP9 Z .317 1
110 POST8 Z .03 4
111 POST4 Z .008 4
112 MP9 Z .019 4
113 TRAIL5 Z .198 3
114 POST7 Z .156 4.75
115 MP5 Z .156 5.5
116 MP2 Z .221 5.5
117 MP7 Z .221 5
118 POST6 Z .165 4.75
119 MP3 Z .165 5.5
120 MP6 Z .064 5.5
121 POST5 Z .115 4.75
122 MP4 Z .071 5.5
123 POST7 Z .072 4
124 MP5 Z .036 4
125 MP2 Z .11 4
126 MP7 Z .055 4
127 POST6 Z .077 4
128 MP3 Z .038 4
129 POST7 Z .04 4.5
130 MP2 Z .081 5
131 POST6 Z .046 4.5
132 MP6 Z .036 4
133 POST5 Z .057 4
134 MP4 Z .039 4
135 MP10 Z .048 4.75
136 POST3 Z .083 4.75
137 MP8 Z .066 5
138 POST8 Z .031 5
139 POST4 Z .008 4.75
140 MP9 Z .019 5
141 POST8 Z .22 5
142 POST4 Z .411 4.75
143 MP9 Z .317 5
144 POST8 Z .03 5
145 POST4 Z .008 4.75
146 MP9 Z .019 5
Member Point Loads (BLC 13 : 240 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .096 .5
RISA-3D Version 17.0.2 Page 31 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
2 MP5 X .096 .75
3 MP2 X .137 .75
4 MP7 X .137 .75
5 POST6 X .137 .5
6 MP3 X .137 .75
7 MP6 X .033 .75
8 POST5 X .067 .5
9 MP4 X .067 .75
10 POST7 X .042 3
11 MP5 X .021 3
12 MP2 X .067 3
13 MP7 X .033 3
14 POST6 X .067 3
15 MP3 X .033 3
16 POST7 X .019 4.5
17 MP2 X .045 4.5
18 POST6 X .045 4.5
19 MP6 X .021 3
20 POST5 X .034 3
21 MP4 X .034 3
22 POST7 X .042 2.5
23 POST5 X .075 2.5
24 POST6 X .075 2.5
25 MP10 X .033 3
26 POST3 X .05 3
27 MP8 X .055 3
28 POST8 X .022 4
29 POST4 X .011 4
30 MP9 X .008 4
31 POST8 X .013 2.5
32 POST4 X .018 2.5
33 MP9 X .019 2.5
34 POST8 X .151 1
35 POST4 X .244 1
36 MP9 X .273 1
37 POST8 X .022 4
38 POST4 X .011 4
39 MP9 X .008 4
40 TRAIL5 X .14 3
41 POST7 X .096 4.75
42 MP5 X .096 5.5
43 MP2 X .137 5.5
44 MP7 X .137 5
45 POST6 X .137 4.75
46 MP3 X .137 5.5
47 MP6 X .033 5.5
48 POST5 X .067 4.75
49 MP4 X .067 5.5
50 POST7 X .042 4
51 MP5 X .021 4
52 MP2 X .067 4
53 MP7 X .033 4
54 POST6 X .067 4
55 MP3 X .033 4
56 POST7 X .019 4.5
57 MP2 X .045 5
58 POST6 X .045 4.5
59 MP6 X .021 4
60 POST5 X .034 4
61 MP4 X .034 4
62 MP10 X .033 4.75
63 POST3 X .05 4.75
64 MP8 X .055 5
RISA-3D Version 17.0.2 Page 32 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 141 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
65 POST8 X .022 5
66 POST4 X .011 4.75
67 MP9 X .008 5
68 POST8 X .151 5
69 POST4 X .244 4.75
70 MP9 X .273 5
71 POST8 X .022 5
72 POST4 X .011 4.75
73 MP9 X .008 5
74 POST7 Z .165 .5
75 MP5 Z .165 .75
76 MP2 Z .238 .75
77 MP7 Z .238 .75
78 POST6 Z .238 .5
79 MP3 Z .238 .75
80 MP6 Z .057 .75
81 POST5 Z .115 .5
82 MP4 Z .115 .75
83 POST7 Z .073 3
84 MP5 Z .036 3
85 MP2 Z .115 3
86 MP7 Z .058 3
87 POST6 Z .115 3
88 MP3 Z .058 3
89 POST7 Z .033 4.5
90 MP2 Z .078 4.5
91 POST6 Z .078 4.5
92 MP6 Z .036 3
93 POST5 Z .059 3
94 MP4 Z .059 3
95 POST7 Z .074 2.5
96 POST5 Z .131 2.5
97 POST6 Z .131 2.5
98 MP10 Z .058 3
99 POST3 Z .087 3
100 MP8 Z .096 3
101 POST8 Z .039 4
102 POST4 Z .019 4
103 MP9 Z .013 4
104 POST8 Z .022 2.5
105 POST4 Z .031 2.5
106 MP9 Z .033 2.5
107 POST8 Z .262 1
108 POST4 Z .422 1
109 MP9 Z .472 1
110 POST8 Z .038 4
111 POST4 Z .019 4
112 MP9 Z .013 4
113 TRAIL5 Z .242 3
114 POST7 Z .165 4.75
115 MP5 Z .165 5.5
116 MP2 Z .238 5.5
117 MP7 Z .238 5
118 POST6 Z .238 4.75
119 MP3 Z .238 5.5
120 MP6 Z .057 5.5
121 POST5 Z .115 4.75
122 MP4 Z .115 5.5
123 POST7 Z .073 4
124 MP5 Z .036 4
125 MP2 Z .115 4
126 MP7 Z .058 4
127 POST6 Z .115 4
RISA-3D Version 17.0.2 Page 33 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 13 : 240 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
128 MP3 Z .058 4
129 POST7 Z .033 4.5
130 MP2 Z .078 5
131 POST6 Z .078 4.5
132 MP6 Z .036 4
133 POST5 Z .059 4
134 MP4 Z .059 4
135 MP10 Z .058 4.75
136 POST3 Z .087 4.75
137 MP8 Z .096 5
138 POST8 Z .039 5
139 POST4 Z .019 4.75
140 MP9 Z .013 5
141 POST8 Z .262 5
142 POST4 Z .422 4.75
143 MP9 Z .472 5
144 POST8 Z .038 5
145 POST4 Z .019 4.75
146 MP9 Z .013 5
Member Point Loads (BLC 14 : 270 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Z .191 .5
2 MP5 Z .191 .75
3 MP2 Z .199 .75
4 MP7 Z .199 .75
5 POST6 Z .337 .5
6 MP3 Z .337 .75
7 MP6 Z .066 .75
8 POST5 Z .073 .5
9 MP4 Z .182 .75
10 POST7 Z .084 3
11 MP5 Z .042 3
12 MP2 Z .089 3
13 MP7 Z .044 3
14 POST6 Z .17 3
15 MP3 Z .085 3
16 POST7 Z .039 4.5
17 MP2 Z .044 4.5
18 POST6 Z .129 4.5
19 MP6 Z .042 3
20 POST5 Z .044 3
21 MP4 Z .088 3
22 POST7 Z .085 2.5
23 POST5 Z .091 2.5
24 POST6 Z .199 2.5
25 MP10 Z .089 3
26 POST3 Z .071 3
27 MP8 Z .134 3
28 POST8 Z .03 4
29 POST4 Z .042 4
30 MP9 Z .000611 4
31 POST8 Z .032 2.5
32 POST4 Z .027 2.5
33 MP9 Z .045 2.5
34 POST8 Z .423 1
35 POST4 Z .324 1
36 MP9 Z .671 1
37 POST8 Z .03 4
38 POST4 Z .041 4
39 MP9 Z .000582 4
40 TRAIL5 Z .28 3
RISA-3D Version 17.0.2 Page 34 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 142 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 14 : 270 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
41 POST7 Z .191 4.75
42 MP5 Z .191 5.5
43 MP2 Z .199 5.5
44 MP7 Z .199 5
45 POST6 Z .337 4.75
46 MP3 Z .337 5.5
47 MP6 Z .066 5.5
48 POST5 Z .073 4.75
49 MP4 Z .182 5.5
50 POST7 Z .084 4
51 MP5 Z .042 4
52 MP2 Z .089 4
53 MP7 Z .044 4
54 POST6 Z .17 4
55 MP3 Z .085 4
56 POST7 Z .039 4.5
57 MP2 Z .044 5
58 POST6 Z .129 4.5
59 MP6 Z .042 4
60 POST5 Z .044 4
61 MP4 Z .088 4
62 MP10 Z .089 4.75
63 POST3 Z .071 4.75
64 MP8 Z .134 5
65 POST8 Z .03 5
66 POST4 Z .042 4.75
67 MP9 Z .000611 5
68 POST8 Z .423 5
69 POST4 Z .324 4.75
70 MP9 Z .671 5
71 POST8 Z .03 5
72 POST4 Z .041 4.75
73 MP9 Z .000582 5
Member Point Loads (BLC 15 : 300 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.13 .5
2 MP5 X -.13 .75
3 MP2 X -.093 .75
4 MP7 X -.093 .75
5 POST6 X -.161 .5
6 MP3 X -.161 .75
7 MP6 X -.061 .75
8 POST5 X -.031 .5
9 MP4 X -.086 .75
10 POST7 X -.063 3
11 MP5 X -.031 3
12 MP2 X -.04 3
13 MP7 X -.02 3
14 POST6 X -.081 3
15 MP3 X -.04 3
16 POST7 X -.041 4.5
17 MP2 X -.017 4.5
18 POST6 X -.06 4.5
19 MP6 X -.032 3
20 POST5 X -.02 3
21 MP4 X -.042 3
22 POST7 X -.07 2.5
23 POST5 X -.04 2.5
24 POST6 X -.094 2.5
25 MP10 X -.061 3
26 POST3 X -.035 3
RISA-3D Version 17.0.2 Page 35 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 15 : 300 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
27 MP8 X -.062 3
28 POST8 X -.004 4
29 POST4 X -.021 4
30 MP9 X -.004 4
31 POST8 X -.021 2.5
32 POST4 X -.013 2.5
33 MP9 X -.021 2.5
34 POST8 X -.304 1
35 POST4 X -.162 1
36 MP9 X -.307 1
37 POST8 X -.004 4
38 POST4 X -.021 4
39 MP9 X -.004 4
40 TRAIL5 X -.14 3
41 POST7 X -.13 4.75
42 MP5 X -.13 5.5
43 MP2 X -.093 5.5
44 MP7 X -.093 5
45 POST6 X -.161 4.75
46 MP3 X -.161 5.5
47 MP6 X -.061 5.5
48 POST5 X -.031 4.75
49 MP4 X -.086 5.5
50 POST7 X -.063 4
51 MP5 X -.031 4
52 MP2 X -.04 4
53 MP7 X -.02 4
54 POST6 X -.081 4
55 MP3 X -.04 4
56 POST7 X -.041 4.5
57 MP2 X -.017 5
58 POST6 X -.06 4.5
59 MP6 X -.032 4
60 POST5 X -.02 4
61 MP4 X -.042 4
62 MP10 X -.061 4.75
63 POST3 X -.035 4.75
64 MP8 X -.062 5
65 POST8 X -.004 5
66 POST4 X -.021 4.75
67 MP9 X -.004 5
68 POST8 X -.304 5
69 POST4 X -.162 4.75
70 MP9 X -.307 5
71 POST8 X -.004 5
72 POST4 X -.021 4.75
73 MP9 X -.004 5
74 POST7 Z .226 .5
75 MP5 Z .226 .75
76 MP2 Z .16 .75
77 MP7 Z .16 .75
78 POST6 Z .279 .5
79 MP3 Z .279 .75
80 MP6 Z .106 .75
81 POST5 Z .053 .5
82 MP4 Z .148 .75
83 POST7 Z .108 3
84 MP5 Z .054 3
85 MP2 Z .07 3
86 MP7 Z .035 3
87 POST6 Z .14 3
88 MP3 Z .07 3
89 POST7 Z .071 4.5
RISA-3D Version 17.0.2 Page 36 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 143 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 15 : 300 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
90 MP2 Z .03 4.5
91 POST6 Z .104 4.5
92 MP6 Z .055 3
93 POST5 Z .034 3
94 MP4 Z .072 3
95 POST7 Z .121 2.5
96 POST5 Z .07 2.5
97 POST6 Z .163 2.5
98 MP10 Z .106 3
99 POST3 Z .061 3
100 MP8 Z .107 3
101 POST8 Z .007 4
102 POST4 Z .036 4
103 MP9 Z .007 4
104 POST8 Z .036 2.5
105 POST4 Z .023 2.5
106 MP9 Z .036 2.5
107 POST8 Z .527 1
108 POST4 Z .281 1
109 MP9 Z .531 1
110 POST8 Z .007 4
111 POST4 Z .036 4
112 MP9 Z .006 4
113 TRAIL5 Z .242 3
114 POST7 Z .226 4.75
115 MP5 Z .226 5.5
116 MP2 Z .16 5.5
117 MP7 Z .16 5
118 POST6 Z .279 4.75
119 MP3 Z .279 5.5
120 MP6 Z .106 5.5
121 POST5 Z .053 4.75
122 MP4 Z .148 5.5
123 POST7 Z .108 4
124 MP5 Z .054 4
125 MP2 Z .07 4
126 MP7 Z .035 4
127 POST6 Z .14 4
128 MP3 Z .07 4
129 POST7 Z .071 4.5
130 MP2 Z .03 5
131 POST6 Z .104 4.5
132 MP6 Z .055 4
133 POST5 Z .034 4
134 MP4 Z .072 4
135 MP10 Z .106 4.75
136 POST3 Z .061 4.75
137 MP8 Z .107 5
138 POST8 Z .007 5
139 POST4 Z .036 4.75
140 MP9 Z .007 5
141 POST8 Z .527 5
142 POST4 Z .281 4.75
143 MP9 Z .531 5
144 POST8 Z .007 5
145 POST4 Z .036 4.75
146 MP9 Z .006 5
Member Point Loads (BLC 16 : 315 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.213 .5
2 MP5 X -.213 .75
RISA-3D Version 17.0.2 Page 37 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
3 MP2 X -.148 .75
4 MP7 X -.148 .75
5 POST6 X -.204 .5
6 MP3 X -.204 .75
7 MP6 X -.109 .75
8 POST5 X -.057 .5
9 MP4 X -.102 .75
10 POST7 X -.105 3
11 MP5 X -.053 3
12 MP2 X -.067 3
13 MP7 X -.033 3
14 POST6 X -.1 3
15 MP3 X -.05 3
16 POST7 X -.076 4.5
17 MP2 X -.035 4.5
18 POST6 X -.07 4.5
19 MP6 X -.054 3
20 POST5 X -.033 3
21 MP4 X -.051 3
22 POST7 X -.121 2.5
23 POST5 X -.07 2.5
24 POST6 X -.114 2.5
25 MP10 X -.094 3
26 POST3 X -.059 3
27 MP8 X -.076 3
28 POST8 X -.001 4
29 POST4 X -.024 4
30 MP9 X -.013 4
31 POST8 X -.032 2.5
32 POST4 X -.021 2.5
33 MP9 X -.026 2.5
34 POST8 X -.47 1
35 POST4 X -.278 1
36 MP9 X -.372 1
37 POST8 X -.001 4
38 POST4 X -.024 4
39 MP9 X -.012 4
40 TRAIL5 X -.198 3
41 POST7 X -.213 4.75
42 MP5 X -.213 5.5
43 MP2 X -.148 5.5
44 MP7 X -.148 5
45 POST6 X -.204 4.75
46 MP3 X -.204 5.5
47 MP6 X -.109 5.5
48 POST5 X -.057 4.75
49 MP4 X -.102 5.5
50 POST7 X -.105 4
51 MP5 X -.053 4
52 MP2 X -.067 4
53 MP7 X -.033 4
54 POST6 X -.1 4
55 MP3 X -.05 4
56 POST7 X -.076 4.5
57 MP2 X -.035 5
58 POST6 X -.07 4.5
59 MP6 X -.054 4
60 POST5 X -.033 4
61 MP4 X -.051 4
62 MP10 X -.094 4.75
63 POST3 X -.059 4.75
64 MP8 X -.076 5
65 POST8 X -.001 5
RISA-3D Version 17.0.2 Page 38 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 144 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
66 POST4 X -.024 4.75
67 MP9 X -.013 5
68 POST8 X -.47 5
69 POST4 X -.278 4.75
70 MP9 X -.372 5
71 POST8 X -.001 5
72 POST4 X -.024 4.75
73 MP9 X -.012 5
74 POST7 Z .213 .5
75 MP5 Z .213 .75
76 MP2 Z .148 .75
77 MP7 Z .148 .75
78 POST6 Z .204 .5
79 MP3 Z .204 .75
80 MP6 Z .109 .75
81 POST5 Z .057 .5
82 MP4 Z .102 .75
83 POST7 Z .105 3
84 MP5 Z .053 3
85 MP2 Z .067 3
86 MP7 Z .033 3
87 POST6 Z .1 3
88 MP3 Z .05 3
89 POST7 Z .076 4.5
90 MP2 Z .035 4.5
91 POST6 Z .07 4.5
92 MP6 Z .054 3
93 POST5 Z .033 3
94 MP4 Z .051 3
95 POST7 Z .121 2.5
96 POST5 Z .07 2.5
97 POST6 Z .114 2.5
98 MP10 Z .094 3
99 POST3 Z .059 3
100 MP8 Z .076 3
101 POST8 Z .001 4
102 POST4 Z .024 4
103 MP9 Z .013 4
104 POST8 Z .032 2.5
105 POST4 Z .021 2.5
106 MP9 Z .026 2.5
107 POST8 Z .47 1
108 POST4 Z .278 1
109 MP9 Z .372 1
110 POST8 Z .001 4
111 POST4 Z .024 4
112 MP9 Z .012 4
113 TRAIL5 Z .198 3
114 POST7 Z .213 4.75
115 MP5 Z .213 5.5
116 MP2 Z .148 5.5
117 MP7 Z .148 5
118 POST6 Z .204 4.75
119 MP3 Z .204 5.5
120 MP6 Z .109 5.5
121 POST5 Z .057 4.75
122 MP4 Z .102 5.5
123 POST7 Z .105 4
124 MP5 Z .053 4
125 MP2 Z .067 4
126 MP7 Z .033 4
127 POST6 Z .1 4
128 MP3 Z .05 4
RISA-3D Version 17.0.2 Page 39 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 16 : 315 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
129 POST7 Z .076 4.5
130 MP2 Z .035 5
131 POST6 Z .07 4.5
132 MP6 Z .054 4
133 POST5 Z .033 4
134 MP4 Z .051 4
135 MP10 Z .094 4.75
136 POST3 Z .059 4.75
137 MP8 Z .076 5
138 POST8 Z .001 5
139 POST4 Z .024 4.75
140 MP9 Z .013 5
141 POST8 Z .47 5
142 POST4 Z .278 4.75
143 MP9 Z .372 5
144 POST8 Z .001 5
145 POST4 Z .024 4.75
146 MP9 Z .012 5
Member Point Loads (BLC 17 : 330 Wind - No Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.286 .5
2 MP5 X -.286 .75
3 MP2 X -.214 .75
4 MP7 X -.214 .75
5 POST6 X -.214 .5
6 MP3 X -.214 .75
7 MP6 X -.154 .75
8 POST5 X -.096 .5
9 MP4 X -.096 .75
10 POST7 X -.144 3
11 MP5 X -.072 3
12 MP2 X -.101 3
13 MP7 X -.051 3
14 POST6 X -.101 3
15 MP3 X -.051 3
16 POST7 X -.109 4.5
17 MP2 X -.063 4.5
18 POST6 X -.063 4.5
19 MP6 X -.074 3
20 POST5 X -.051 3
21 MP4 X -.051 3
22 POST7 X -.169 2.5
23 POST5 X -.112 2.5
24 POST6 X -.112 2.5
25 MP10 X -.116 3
26 POST3 X -.087 3
27 MP8 X -.078 3
28 POST8 X -.0004 4
29 POST4 X -.019 4
30 MP9 X -.025 4
31 POST8 X -.039 2.5
32 POST4 X -.031 2.5
33 MP9 X -.028 2.5
34 POST8 X -.582 1
35 POST4 X -.422 1
36 MP9 X -.372 1
37 POST8 X -.000376 4
38 POST4 X -.019 4
39 MP9 X -.025 4
40 TRAIL5 X -.242 3
41 POST7 X -.286 4.75
RISA-3D Version 17.0.2 Page 40 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 145 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 17 : 330 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
42 MP5 X -.286 5.5
43 MP2 X -.214 5.5
44 MP7 X -.214 5
45 POST6 X -.214 4.75
46 MP3 X -.214 5.5
47 MP6 X -.154 5.5
48 POST5 X -.096 4.75
49 MP4 X -.096 5.5
50 POST7 X -.144 4
51 MP5 X -.072 4
52 MP2 X -.101 4
53 MP7 X -.051 4
54 POST6 X -.101 4
55 MP3 X -.051 4
56 POST7 X -.109 4.5
57 MP2 X -.063 5
58 POST6 X -.063 4.5
59 MP6 X -.074 4
60 POST5 X -.051 4
61 MP4 X -.051 4
62 MP10 X -.116 4.75
63 POST3 X -.087 4.75
64 MP8 X -.078 5
65 POST8 X -.0004 5
66 POST4 X -.019 4.75
67 MP9 X -.025 5
68 POST8 X -.582 5
69 POST4 X -.422 4.75
70 MP9 X -.372 5
71 POST8 X -.000376 5
72 POST4 X -.019 4.75
73 MP9 X -.025 5
74 POST7 Z .165 .5
75 MP5 Z .165 .75
76 MP2 Z .123 .75
77 MP7 Z .123 .75
78 POST6 Z .123 .5
79 MP3 Z .123 .75
80 MP6 Z .089 .75
81 POST5 Z .055 .5
82 MP4 Z .055 .75
83 POST7 Z .083 3
84 MP5 Z .042 3
85 MP2 Z .058 3
86 MP7 Z .029 3
87 POST6 Z .058 3
88 MP3 Z .029 3
89 POST7 Z .063 4.5
90 MP2 Z .037 4.5
91 POST6 Z .037 4.5
92 MP6 Z .043 3
93 POST5 Z .03 3
94 MP4 Z .03 3
95 POST7 Z .097 2.5
96 POST5 Z .064 2.5
97 POST6 Z .064 2.5
98 MP10 Z .067 3
99 POST3 Z .05 3
100 MP8 Z .045 3
101 POST8 Z .000231 4
102 POST4 Z .011 4
103 MP9 Z .015 4
104 POST8 Z .023 2.5
RISA-3D Version 17.0.2 Page 41 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 17 : 330 Wind - No Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
105 POST4 Z .018 2.5
106 MP9 Z .016 2.5
107 POST8 Z .336 1
108 POST4 Z .244 1
109 MP9 Z .215 1
110 POST8 Z .000217 4
111 POST4 Z .011 4
112 MP9 Z .015 4
113 TRAIL5 Z .14 3
114 POST7 Z .165 4.75
115 MP5 Z .165 5.5
116 MP2 Z .123 5.5
117 MP7 Z .123 5
118 POST6 Z .123 4.75
119 MP3 Z .123 5.5
120 MP6 Z .089 5.5
121 POST5 Z .055 4.75
122 MP4 Z .055 5.5
123 POST7 Z .083 4
124 MP5 Z .042 4
125 MP2 Z .058 4
126 MP7 Z .029 4
127 POST6 Z .058 4
128 MP3 Z .029 4
129 POST7 Z .063 4.5
130 MP2 Z .037 5
131 POST6 Z .037 4.5
132 MP6 Z .043 4
133 POST5 Z .03 4
134 MP4 Z .03 4
135 MP10 Z .067 4.75
136 POST3 Z .05 4.75
137 MP8 Z .045 5
138 POST8 Z .000231 5
139 POST4 Z .011 4.75
140 MP9 Z .015 5
141 POST8 Z .336 5
142 POST4 Z .244 4.75
143 MP9 Z .215 5
144 POST8 Z .000217 5
145 POST4 Z .011 4.75
146 MP9 Z .015 5
Member Point Loads (BLC 18 : Ice Weight)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Y -.03 .5
2 MP5 Y -.03 .75
3 MP2 Y -.03 .75
4 MP7 Y -.03 .75
5 POST6 Y -.03 .5
6 MP3 Y -.03 .75
7 MP6 Y -.015 .75
8 POST5 Y -.015 .5
9 MP4 Y -.015 .75
10 POST7 Y -.021 3
11 MP5 Y -.011 3
12 MP2 Y -.021 3
13 MP7 Y -.011 3
14 POST6 Y -.021 3
15 MP3 Y -.011 3
16 POST7 Y -.013 4.5
17 MP2 Y -.013 4.5
RISA-3D Version 17.0.2 Page 42 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 146 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 18 : Ice Weight) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
18 POST6 Y -.013 4.5
19 MP6 Y -.01 3
20 POST5 Y -.01 3
21 MP4 Y -.01 3
22 POST7 Y -.023 2.5
23 POST5 Y -.023 2.5
24 POST6 Y -.023 2.5
25 MP10 Y -.016 3
26 POST3 Y -.016 3
27 MP8 Y -.016 3
28 POST8 Y -.003 4
29 POST4 Y -.003 4
30 MP9 Y -.003 4
31 POST8 Y -.007 2.5
32 POST4 Y -.007 2.5
33 MP9 Y -.007 2.5
34 POST8 Y -.059 1
35 POST4 Y -.059 1
36 MP9 Y -.059 1
37 POST8 Y -.003 4
38 POST4 Y -.003 4
39 MP9 Y -.003 4
40 TRAIL5 Y -.036 3
41 POST7 Y -.03 4.75
42 MP5 Y -.03 5.5
43 MP2 Y -.03 5.5
44 MP7 Y -.03 5
45 POST6 Y -.03 4.75
46 MP3 Y -.03 5.5
47 MP6 Y -.015 5.5
48 POST5 Y -.015 4.75
49 MP4 Y -.015 5.5
50 POST7 Y -.021 4
51 MP5 Y -.011 4
52 MP2 Y -.021 4
53 MP7 Y -.011 4
54 POST6 Y -.021 4
55 MP3 Y -.011 4
56 POST7 Y -.013 4.5
57 MP2 Y -.013 5
58 POST6 Y -.013 4.5
59 MP6 Y -.01 4
60 POST5 Y -.01 4
61 MP4 Y -.01 4
62 MP10 Y -.016 4.75
63 POST3 Y -.016 4.75
64 MP8 Y -.016 5
65 POST8 Y -.003 5
66 POST4 Y -.003 4.75
67 MP9 Y -.003 5
68 POST8 Y -.059 5
69 POST4 Y -.059 4.75
70 MP9 Y -.059 5
71 POST8 Y -.003 5
72 POST4 Y -.003 4.75
73 MP9 Y -.003 5
Member Point Loads (BLC 19 : 0 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.017 .5
2 MP5 X -.017 .75
3 MP2 X -.017 .75
RISA-3D Version 17.0.2 Page 43 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 19 : 0 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
4 MP7 X -.017 .75
5 POST6 X -.017 .5
6 MP3 X -.017 .75
7 MP6 X -.01 .75
8 POST5 X -.01 .5
9 MP4 X -.01 .75
10 POST7 X -.009 3
11 MP5 X -.005 3
12 MP2 X -.009 3
13 MP7 X -.005 3
14 POST6 X -.009 3
15 MP3 X -.005 3
16 POST7 X -.007 4.5
17 MP2 X -.007 4.5
18 POST6 X -.007 4.5
19 MP6 X -.005 3
20 POST5 X -.005 3
21 MP4 X -.005 3
22 POST7 X -.011 2.5
23 POST5 X -.011 2.5
24 POST6 X -.011 2.5
25 MP10 X -.007 3
26 POST3 X -.007 3
27 MP8 X -.007 3
28 POST8 X -.000606 4
29 POST4 X -.000606 4
30 MP9 X -.000606 4
31 POST8 X -.003 2.5
32 POST4 X -.003 2.5
33 MP9 X -.003 2.5
34 POST8 X -.034 1
35 POST4 X -.034 1
36 MP9 X -.034 1
37 POST8 X -.000472 4
38 POST4 X -.000472 4
39 MP9 X -.000472 4
40 TRAIL5 X -.013 3
41 POST7 X -.017 4.75
42 MP5 X -.017 5.5
43 MP2 X -.017 5.5
44 MP7 X -.017 5
45 POST6 X -.017 4.75
46 MP3 X -.017 5.5
47 MP6 X -.01 5.5
48 POST5 X -.01 4.75
49 MP4 X -.01 5.5
50 POST7 X -.009 4
51 MP5 X -.005 4
52 MP2 X -.009 4
53 MP7 X -.005 4
54 POST6 X -.009 4
55 MP3 X -.005 4
56 POST7 X -.007 4.5
57 MP2 X -.007 5
58 POST6 X -.007 4.5
59 MP6 X -.005 4
60 POST5 X -.005 4
61 MP4 X -.005 4
62 MP10 X -.007 4.75
63 POST3 X -.007 4.75
64 MP8 X -.007 5
65 POST8 X -.000606 5
66 POST4 X -.000606 4.75
RISA-3D Version 17.0.2 Page 44 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 147 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 19 : 0 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
67 MP9 X -.000606 5
68 POST8 X -.034 5
69 POST4 X -.034 4.75
70 MP9 X -.034 5
71 POST8 X -.000472 5
72 POST4 X -.000472 4.75
73 MP9 X -.000472 5
Member Point Loads (BLC 20 : 30 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.012 .5
2 MP5 X -.012 .75
3 MP2 X -.015 .75
4 MP7 X -.015 .75
5 POST6 X -.009 .5
6 MP3 X -.009 .75
7 MP6 X -.006 .75
8 POST5 X -.008 .5
9 MP4 X -.004 .75
10 POST7 X -.006 3
11 MP5 X -.003 3
12 MP2 X -.008 3
13 MP7 X -.004 3
14 POST6 X -.004 3
15 MP3 X -.002 3
16 POST7 X -.004 4.5
17 MP2 X -.006 4.5
18 POST6 X -.002 4.5
19 MP6 X -.003 3
20 POST5 X -.004 3
21 MP4 X -.002 3
22 POST7 X -.007 2.5
23 POST5 X -.009 2.5
24 POST6 X -.004 2.5
25 MP10 X -.004 3
26 POST3 X -.006 3
27 MP8 X -.004 3
28 POST8 X -.002 4
29 POST4 X -.000638 4
30 MP9 X -.002 4
31 POST8 X -.002 2.5
32 POST4 X -.002 2.5
33 MP9 X -.002 2.5
34 POST8 X -.016 1
35 POST4 X -.028 1
36 MP9 X -.016 1
37 POST8 X -.002 4
38 POST4 X -.000526 4
39 MP9 X -.002 4
40 TRAIL5 X -.012 3
41 POST7 X -.012 4.75
42 MP5 X -.012 5.5
43 MP2 X -.015 5.5
44 MP7 X -.015 5
45 POST6 X -.009 4.75
46 MP3 X -.009 5.5
47 MP6 X -.006 5.5
48 POST5 X -.008 4.75
49 MP4 X -.004 5.5
50 POST7 X -.006 4
51 MP5 X -.003 4
52 MP2 X -.008 4
RISA-3D Version 17.0.2 Page 45 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 20 : 30 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
53 MP7 X -.004 4
54 POST6 X -.004 4
55 MP3 X -.002 4
56 POST7 X -.004 4.5
57 MP2 X -.006 5
58 POST6 X -.002 4.5
59 MP6 X -.003 4
60 POST5 X -.004 4
61 MP4 X -.002 4
62 MP10 X -.004 4.75
63 POST3 X -.006 4.75
64 MP8 X -.004 5
65 POST8 X -.002 5
66 POST4 X -.000638 4.75
67 MP9 X -.002 5
68 POST8 X -.016 5
69 POST4 X -.028 4.75
70 MP9 X -.016 5
71 POST8 X -.002 5
72 POST4 X -.000526 4.75
73 MP9 X -.002 5
74 POST7 Z -.007 .5
75 MP5 Z -.007 .75
76 MP2 Z -.009 .75
77 MP7 Z -.009 .75
78 POST6 Z -.005 .5
79 MP3 Z -.005 .75
80 MP6 Z -.003 .75
81 POST5 Z -.005 .5
82 MP4 Z -.002 .75
83 POST7 Z -.003 3
84 MP5 Z -.002 3
85 MP2 Z -.005 3
86 MP7 Z -.002 3
87 POST6 Z -.002 3
88 MP3 Z -.001 3
89 POST7 Z -.002 4.5
90 MP2 Z -.003 4.5
91 POST6 Z -.001 4.5
92 MP6 Z -.002 3
93 POST5 Z -.002 3
94 MP4 Z -.001 3
95 POST7 Z -.004 2.5
96 POST5 Z -.005 2.5
97 POST6 Z -.003 2.5
98 MP10 Z -.002 3
99 POST3 Z -.003 3
100 MP8 Z -.002 3
101 POST8 Z -.001 4
102 POST4 Z -.000368 4
103 MP9 Z -.001 4
104 POST8 Z -.000889 2.5
105 POST4 Z -.001 2.5
106 MP9 Z -.000881 2.5
107 POST8 Z -.009 1
108 POST4 Z -.016 1
109 MP9 Z -.009 1
110 POST8 Z -.001 4
111 POST4 Z -.000303 4
112 MP9 Z -.001 4
113 TRAIL5 Z -.007 3
114 POST7 Z -.007 4.75
115 MP5 Z -.007 5.5
RISA-3D Version 17.0.2 Page 46 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 148 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 20 : 30 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
116 MP2 Z -.009 5.5
117 MP7 Z -.009 5
118 POST6 Z -.005 4.75
119 MP3 Z -.005 5.5
120 MP6 Z -.003 5.5
121 POST5 Z -.005 4.75
122 MP4 Z -.002 5.5
123 POST7 Z -.003 4
124 MP5 Z -.002 4
125 MP2 Z -.005 4
126 MP7 Z -.002 4
127 POST6 Z -.002 4
128 MP3 Z -.001 4
129 POST7 Z -.002 4.5
130 MP2 Z -.003 5
131 POST6 Z -.001 4.5
132 MP6 Z -.002 4
133 POST5 Z -.002 4
134 MP4 Z -.001 4
135 MP10 Z -.002 4.75
136 POST3 Z -.003 4.75
137 MP8 Z -.002 5
138 POST8 Z -.001 5
139 POST4 Z -.000368 4.75
140 MP9 Z -.001 5
141 POST8 Z -.009 5
142 POST4 Z -.016 4.75
143 MP9 Z -.009 5
144 POST8 Z -.001 5
145 POST4 Z -.000303 4.75
146 MP9 Z -.001 5
Member Point Loads (BLC 21 : 45 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.008 .5
2 MP5 X -.008 .75
3 MP2 X -.011 .75
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6 MP3 X -.009 .75
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8 POST5 X -.006 .5
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11 MP5 X -.002 3
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13 MP7 X -.003 3
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15 MP3 X -.002 3
16 POST7 X -.002 4.5
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18 POST6 X -.003 4.5
19 MP6 X -.002 3
20 POST5 X -.003 3
21 MP4 X -.002 3
22 POST7 X -.004 2.5
23 POST5 X -.007 2.5
24 POST6 X -.005 2.5
25 MP10 X -.003 3
26 POST3 X -.004 3
27 MP8 X -.003 3
28 POST8 X -.002 4
RISA-3D Version 17.0.2 Page 47 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 21 : 45 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
29 POST4 X -.000773 4
30 MP9 X -.001 4
31 POST8 X -.001 2.5
32 POST4 X -.002 2.5
33 MP9 X -.001 2.5
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42 MP5 X -.008 5.5
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49 MP4 X -.004 5.5
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51 MP5 X -.002 4
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55 MP3 X -.002 4
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57 MP2 X -.004 5
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61 MP4 X -.002 4
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64 MP8 X -.003 5
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67 MP9 X -.001 5
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70 MP9 X -.016 5
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73 MP9 X -.001 5
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79 MP3 Z -.009 .75
80 MP6 Z -.004 .75
81 POST5 Z -.006 .5
82 MP4 Z -.004 .75
83 POST7 Z -.004 3
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86 MP7 Z -.003 3
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RISA-3D Version 17.0.2 Page 48 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 149 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 21 : 45 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
92 MP6 Z -.002 3
93 POST5 Z -.003 3
94 MP4 Z -.002 3
95 POST7 Z -.004 2.5
96 POST5 Z -.007 2.5
97 POST6 Z -.005 2.5
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100 MP8 Z -.003 3
101 POST8 Z -.002 4
102 POST4 Z -.000773 4
103 MP9 Z -.001 4
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105 POST4 Z -.002 2.5
106 MP9 Z -.001 2.5
107 POST8 Z -.011 1
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109 MP9 Z -.016 1
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111 POST4 Z -.00069 4
112 MP9 Z -.001 4
113 TRAIL5 Z -.009 3
114 POST7 Z -.008 4.75
115 MP5 Z -.008 5.5
116 MP2 Z -.011 5.5
117 MP7 Z -.011 5
118 POST6 Z -.009 4.75
119 MP3 Z -.009 5.5
120 MP6 Z -.004 5.5
121 POST5 Z -.006 4.75
122 MP4 Z -.004 5.5
123 POST7 Z -.004 4
124 MP5 Z -.002 4
125 MP2 Z -.006 4
126 MP7 Z -.003 4
127 POST6 Z -.004 4
128 MP3 Z -.002 4
129 POST7 Z -.002 4.5
130 MP2 Z -.004 5
131 POST6 Z -.003 4.5
132 MP6 Z -.002 4
133 POST5 Z -.003 4
134 MP4 Z -.002 4
135 MP10 Z -.003 4.75
136 POST3 Z -.004 4.75
137 MP8 Z -.003 5
138 POST8 Z -.002 5
139 POST4 Z -.000773 4.75
140 MP9 Z -.001 5
141 POST8 Z -.011 5
142 POST4 Z -.021 4.75
143 MP9 Z -.016 5
144 POST8 Z -.002 5
145 POST4 Z -.00069 4.75
146 MP9 Z -.001 5
Member Point Loads (BLC 22 : 60 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.005 .5
2 MP5 X -.005 .75
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RISA-3D Version 17.0.2 Page 49 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 22 : 60 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
5 POST6 X -.007 .5
6 MP3 X -.007 .75
7 MP6 X -.002 .75
8 POST5 X -.004 .5
9 MP4 X -.004 .75
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19 MP6 X -.001 3
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23 POST5 X -.004 2.5
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25 MP10 X -.002 3
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27 MP8 X -.003 3
28 POST8 X -.001 4
29 POST4 X -.00079 4
30 MP9 X -.00064 4
31 POST8 X -.000797 2.5
32 POST4 X -.001 2.5
33 MP9 X -.001 2.5
34 POST8 X -.008 1
35 POST4 X -.012 1
36 MP9 X -.014 1
37 POST8 X -.001 4
38 POST4 X -.00074 4
39 MP9 X -.000584 4
40 TRAIL5 X -.007 3
41 POST7 X -.005 4.75
42 MP5 X -.005 5.5
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46 MP3 X -.007 5.5
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49 MP4 X -.004 5.5
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56 POST7 X -.001 4.5
57 MP2 X -.003 5
58 POST6 X -.003 4.5
59 MP6 X -.001 4
60 POST5 X -.002 4
61 MP4 X -.002 4
62 MP10 X -.002 4.75
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RISA-3D Version 17.0.2 Page 50 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 150 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 22 : 60 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
68 POST8 X -.008 5
69 POST4 X -.012 4.75
70 MP9 X -.014 5
71 POST8 X -.001 5
72 POST4 X -.00074 4.75
73 MP9 X -.000584 5
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80 MP6 Z -.003 .75
81 POST5 Z -.006 .5
82 MP4 Z -.006 .75
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100 MP8 Z -.005 3
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103 MP9 Z -.001 4
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106 MP9 Z -.002 2.5
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108 POST4 Z -.021 1
109 MP9 Z -.024 1
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112 MP9 Z -.001 4
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115 MP5 Z -.009 5.5
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117 MP7 Z -.012 5
118 POST6 Z -.012 4.75
119 MP3 Z -.012 5.5
120 MP6 Z -.003 5.5
121 POST5 Z -.006 4.75
122 MP4 Z -.006 5.5
123 POST7 Z -.004 4
124 MP5 Z -.002 4
125 MP2 Z -.006 4
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RISA-3D Version 17.0.2 Page 51 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 22 : 60 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
131 POST6 Z -.004 4.5
132 MP6 Z -.002 4
133 POST5 Z -.003 4
134 MP4 Z -.003 4
135 MP10 Z -.003 4.75
136 POST3 Z -.005 4.75
137 MP8 Z -.005 5
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140 MP9 Z -.001 5
141 POST8 Z -.014 5
142 POST4 Z -.021 4.75
143 MP9 Z -.024 5
144 POST8 Z -.002 5
145 POST4 Z -.001 4.75
146 MP9 Z -.001 5
Member Point Loads (BLC 23 : 90 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Z -.01 .5
2 MP5 Z -.01 .75
3 MP2 Z -.01 .75
4 MP7 Z -.01 .75
5 POST6 Z -.01 .5
6 MP3 Z -.01 .75
7 MP6 Z -.003 .75
8 POST5 Z -.003 .5
9 MP4 Z -.003 .75
10 POST7 Z -.004 3
11 MP5 Z -.002 3
12 MP2 Z -.004 3
13 MP7 Z -.002 3
14 POST6 Z -.004 3
15 MP3 Z -.002 3
16 POST7 Z -.002 4.5
17 MP2 Z -.002 4.5
18 POST6 Z -.002 4.5
19 MP6 Z -.002 3
20 POST5 Z -.002 3
21 MP4 Z -.002 3
22 POST7 Z -.004 2.5
23 POST5 Z -.004 2.5
24 POST6 Z -.004 2.5
25 MP10 Z -.004 3
26 POST3 Z -.004 3
27 MP8 Z -.004 3
28 POST8 Z -.003 4
29 POST4 Z -.003 4
30 MP9 Z -.003 4
31 POST8 Z -.002 2.5
32 POST4 Z -.002 2.5
33 MP9 Z -.002 2.5
34 POST8 Z -.016 1
35 POST4 Z -.016 1
36 MP9 Z -.016 1
37 POST8 Z -.002 4
38 POST4 Z -.002 4
39 MP9 Z -.002 4
40 TRAIL5 Z -.013 3
41 POST7 Z -.01 4.75
42 MP5 Z -.01 5.5
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RISA-3D Version 17.0.2 Page 52 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 151 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 23 : 90 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
44 MP7 Z -.01 5
45 POST6 Z -.01 4.75
46 MP3 Z -.01 5.5
47 MP6 Z -.003 5.5
48 POST5 Z -.003 4.75
49 MP4 Z -.003 5.5
50 POST7 Z -.004 4
51 MP5 Z -.002 4
52 MP2 Z -.004 4
53 MP7 Z -.002 4
54 POST6 Z -.004 4
55 MP3 Z -.002 4
56 POST7 Z -.002 4.5
57 MP2 Z -.002 5
58 POST6 Z -.002 4.5
59 MP6 Z -.002 4
60 POST5 Z -.002 4
61 MP4 Z -.002 4
62 MP10 Z -.004 4.75
63 POST3 Z -.004 4.75
64 MP8 Z -.004 5
65 POST8 Z -.003 5
66 POST4 Z -.003 4.75
67 MP9 Z -.003 5
68 POST8 Z -.016 5
69 POST4 Z -.016 4.75
70 MP9 Z -.016 5
71 POST8 Z -.002 5
72 POST4 Z -.002 4.75
73 MP9 Z -.002 5
Member Point Loads (BLC 24 : 120 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .007 .5
2 MP5 X .007 .75
3 MP2 X .005 .75
4 MP7 X .005 .75
5 POST6 X .008 .5
6 MP3 X .008 .75
7 MP6 X .003 .75
8 POST5 X .002 .5
9 MP4 X .004 .75
10 POST7 X .003 3
11 MP5 X .002 3
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13 MP7 X .001 3
14 POST6 X .004 3
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16 POST7 X .002 4.5
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18 POST6 X .003 4.5
19 MP6 X .002 3
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22 POST7 X .004 2.5
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24 POST6 X .005 2.5
25 MP10 X .003 3
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28 POST8 X .000477 4
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RISA-3D Version 17.0.2 Page 53 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 24 : 120 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
30 MP9 X .000464 4
31 POST8 X .001 2.5
32 POST4 X .000829 2.5
33 MP9 X .001 2.5
34 POST8 X .015 1
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42 MP5 X .007 5.5
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RISA-3D Version 17.0.2 Page 54 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 152 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 24 : 120 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
93 POST5 Z -.002 3
94 MP4 Z -.004 3
95 POST7 Z -.007 2.5
96 POST5 Z -.004 2.5
97 POST6 Z -.009 2.5
98 MP10 Z -.006 3
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101 POST8 Z -.000826 4
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106 MP9 Z -.002 2.5
107 POST8 Z -.026 1
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109 MP9 Z -.027 1
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119 MP3 Z -.014 5.5
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122 MP4 Z -.008 5.5
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124 MP5 Z -.003 4
125 MP2 Z -.004 4
126 MP7 Z -.002 4
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128 MP3 Z -.004 4
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130 MP2 Z -.002 5
131 POST6 Z -.006 4.5
132 MP6 Z -.003 4
133 POST5 Z -.002 4
134 MP4 Z -.004 4
135 MP10 Z -.006 4.75
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139 POST4 Z -.002 4.75
140 MP9 Z -.000804 5
141 POST8 Z -.026 5
142 POST4 Z -.015 4.75
143 MP9 Z -.027 5
144 POST8 Z -.00072 5
145 POST4 Z -.002 4.75
146 MP9 Z -.000697 5
Member Point Loads (BLC 25 : 135 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
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2 MP5 X .011 .75
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RISA-3D Version 17.0.2 Page 55 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 25 : 135 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
6 MP3 X .011 .75
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36 MP9 X .019 1
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RISA-3D Version 17.0.2 Page 56 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 153 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 25 : 135 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
69 POST4 X .014 4.75
70 MP9 X .019 5
71 POST8 X .000377 5
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81 POST5 Z -.003 .5
82 MP4 Z -.005 .75
83 POST7 Z -.006 3
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86 MP7 Z -.002 3
87 POST6 Z -.005 3
88 MP3 Z -.003 3
89 POST7 Z -.004 4.5
90 MP2 Z -.002 4.5
91 POST6 Z -.004 4.5
92 MP6 Z -.003 3
93 POST5 Z -.002 3
94 MP4 Z -.003 3
95 POST7 Z -.006 2.5
96 POST5 Z -.004 2.5
97 POST6 Z -.006 2.5
98 MP10 Z -.005 3
99 POST3 Z -.003 3
100 MP8 Z -.004 3
101 POST8 Z -.00047 4
102 POST4 Z -.001 4
103 MP9 Z -.000974 4
104 POST8 Z -.002 2.5
105 POST4 Z -.001 2.5
106 MP9 Z -.002 2.5
107 POST8 Z -.023 1
108 POST4 Z -.014 1
109 MP9 Z -.019 1
110 POST8 Z -.000377 4
111 POST4 Z -.001 4
112 MP9 Z -.000898 4
113 TRAIL5 Z -.009 3
114 POST7 Z -.011 4.75
115 MP5 Z -.011 5.5
116 MP2 Z -.008 5.5
117 MP7 Z -.008 5
118 POST6 Z -.011 4.75
119 MP3 Z -.011 5.5
120 MP6 Z -.006 5.5
121 POST5 Z -.003 4.75
122 MP4 Z -.005 5.5
123 POST7 Z -.006 4
124 MP5 Z -.003 4
125 MP2 Z -.004 4
126 MP7 Z -.002 4
127 POST6 Z -.005 4
128 MP3 Z -.003 4
129 POST7 Z -.004 4.5
130 MP2 Z -.002 5
131 POST6 Z -.004 4.5
RISA-3D Version 17.0.2 Page 57 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 25 : 135 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
132 MP6 Z -.003 4
133 POST5 Z -.002 4
134 MP4 Z -.003 4
135 MP10 Z -.005 4.75
136 POST3 Z -.003 4.75
137 MP8 Z -.004 5
138 POST8 Z -.00047 5
139 POST4 Z -.001 4.75
140 MP9 Z -.000974 5
141 POST8 Z -.023 5
142 POST4 Z -.014 4.75
143 MP9 Z -.019 5
144 POST8 Z -.000377 5
145 POST4 Z -.001 4.75
146 MP9 Z -.000898 5
Member Point Loads (BLC 26 : 150 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .015 .5
2 MP5 X .015 .75
3 MP2 X .011 .75
4 MP7 X .011 .75
5 POST6 X .011 .5
6 MP3 X .011 .75
7 MP6 X .008 .75
8 POST5 X .005 .5
9 MP4 X .005 .75
10 POST7 X .008 3
11 MP5 X .004 3
12 MP2 X .005 3
13 MP7 X .003 3
14 POST6 X .005 3
15 MP3 X .003 3
16 POST7 X .006 4.5
17 MP2 X .004 4.5
18 POST6 X .004 4.5
19 MP6 X .004 3
20 POST5 X .003 3
21 MP4 X .003 3
22 POST7 X .009 2.5
23 POST5 X .006 2.5
24 POST6 X .006 2.5
25 MP10 X .006 3
26 POST3 X .005 3
27 MP8 X .004 3
28 POST8 X .000538 4
29 POST4 X .001 4
30 MP9 X .002 4
31 POST8 X .002 2.5
32 POST4 X .002 2.5
33 MP9 X .002 2.5
34 POST8 X .029 1
35 POST4 X .021 1
36 MP9 X .019 1
37 POST8 X .000422 4
38 POST4 X .001 4
39 MP9 X .002 4
40 TRAIL5 X .012 3
41 POST7 X .015 4.75
42 MP5 X .015 5.5
43 MP2 X .011 5.5
44 MP7 X .011 5
RISA-3D Version 17.0.2 Page 58 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 154 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 26 : 150 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
45 POST6 X .011 4.75
46 MP3 X .011 5.5
47 MP6 X .008 5.5
48 POST5 X .005 4.75
49 MP4 X .005 5.5
50 POST7 X .008 4
51 MP5 X .004 4
52 MP2 X .005 4
53 MP7 X .003 4
54 POST6 X .005 4
55 MP3 X .003 4
56 POST7 X .006 4.5
57 MP2 X .004 5
58 POST6 X .004 4.5
59 MP6 X .004 4
60 POST5 X .003 4
61 MP4 X .003 4
62 MP10 X .006 4.75
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64 MP8 X .004 5
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66 POST4 X .001 4.75
67 MP9 X .002 5
68 POST8 X .029 5
69 POST4 X .021 4.75
70 MP9 X .019 5
71 POST8 X .000422 5
72 POST4 X .001 4.75
73 MP9 X .002 5
74 POST7 Z -.008 .5
75 MP5 Z -.008 .75
76 MP2 Z -.006 .75
77 MP7 Z -.006 .75
78 POST6 Z -.006 .5
79 MP3 Z -.006 .75
80 MP6 Z -.005 .75
81 POST5 Z -.003 .5
82 MP4 Z -.003 .75
83 POST7 Z -.004 3
84 MP5 Z -.002 3
85 MP2 Z -.003 3
86 MP7 Z -.002 3
87 POST6 Z -.003 3
88 MP3 Z -.002 3
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90 MP2 Z -.002 4.5
91 POST6 Z -.002 4.5
92 MP6 Z -.002 3
93 POST5 Z -.002 3
94 MP4 Z -.002 3
95 POST7 Z -.005 2.5
96 POST5 Z -.003 2.5
97 POST6 Z -.003 2.5
98 MP10 Z -.003 3
99 POST3 Z -.003 3
100 MP8 Z -.002 3
101 POST8 Z -.00031 4
102 POST4 Z -.00079 4
103 MP9 Z -.000941 4
104 POST8 Z -.001 2.5
105 POST4 Z -.001 2.5
106 MP9 Z -.000978 2.5
107 POST8 Z -.017 1
RISA-3D Version 17.0.2 Page 59 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 26 : 150 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
108 POST4 Z -.012 1
109 MP9 Z -.011 1
110 POST8 Z -.000244 4
111 POST4 Z -.00074 4
112 MP9 Z -.000895 4
113 TRAIL5 Z -.007 3
114 POST7 Z -.008 4.75
115 MP5 Z -.008 5.5
116 MP2 Z -.006 5.5
117 MP7 Z -.006 5
118 POST6 Z -.006 4.75
119 MP3 Z -.006 5.5
120 MP6 Z -.005 5.5
121 POST5 Z -.003 4.75
122 MP4 Z -.003 5.5
123 POST7 Z -.004 4
124 MP5 Z -.002 4
125 MP2 Z -.003 4
126 MP7 Z -.002 4
127 POST6 Z -.003 4
128 MP3 Z -.002 4
129 POST7 Z -.003 4.5
130 MP2 Z -.002 5
131 POST6 Z -.002 4.5
132 MP6 Z -.002 4
133 POST5 Z -.002 4
134 MP4 Z -.002 4
135 MP10 Z -.003 4.75
136 POST3 Z -.003 4.75
137 MP8 Z -.002 5
138 POST8 Z -.00031 5
139 POST4 Z -.00079 4.75
140 MP9 Z -.000941 5
141 POST8 Z -.017 5
142 POST4 Z -.012 4.75
143 MP9 Z -.011 5
144 POST8 Z -.000244 5
145 POST4 Z -.00074 4.75
146 MP9 Z -.000895 5
Member Point Loads (BLC 27 : 180 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .017 .5
2 MP5 X .017 .75
3 MP2 X .017 .75
4 MP7 X .017 .75
5 POST6 X .017 .5
6 MP3 X .017 .75
7 MP6 X .01 .75
8 POST5 X .01 .5
9 MP4 X .01 .75
10 POST7 X .009 3
11 MP5 X .005 3
12 MP2 X .009 3
13 MP7 X .005 3
14 POST6 X .009 3
15 MP3 X .005 3
16 POST7 X .007 4.5
17 MP2 X .007 4.5
18 POST6 X .007 4.5
19 MP6 X .005 3
20 POST5 X .005 3
RISA-3D Version 17.0.2 Page 60 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 155 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 27 : 180 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
21 MP4 X .005 3
22 POST7 X .011 2.5
23 POST5 X .011 2.5
24 POST6 X .011 2.5
25 MP10 X .007 3
26 POST3 X .007 3
27 MP8 X .007 3
28 POST8 X .000606 4
29 POST4 X .000606 4
30 MP9 X .000606 4
31 POST8 X .003 2.5
32 POST4 X .003 2.5
33 MP9 X .003 2.5
34 POST8 X .034 1
35 POST4 X .034 1
36 MP9 X .034 1
37 POST8 X .000472 4
38 POST4 X .000472 4
39 MP9 X .000472 4
40 TRAIL5 X .013 3
41 POST7 X .017 4.75
42 MP5 X .017 5.5
43 MP2 X .017 5.5
44 MP7 X .017 5
45 POST6 X .017 4.75
46 MP3 X .017 5.5
47 MP6 X .01 5.5
48 POST5 X .01 4.75
49 MP4 X .01 5.5
50 POST7 X .009 4
51 MP5 X .005 4
52 MP2 X .009 4
53 MP7 X .005 4
54 POST6 X .009 4
55 MP3 X .005 4
56 POST7 X .007 4.5
57 MP2 X .007 5
58 POST6 X .007 4.5
59 MP6 X .005 4
60 POST5 X .005 4
61 MP4 X .005 4
62 MP10 X .007 4.75
63 POST3 X .007 4.75
64 MP8 X .007 5
65 POST8 X .000606 5
66 POST4 X .000606 4.75
67 MP9 X .000606 5
68 POST8 X .034 5
69 POST4 X .034 4.75
70 MP9 X .034 5
71 POST8 X .000472 5
72 POST4 X .000472 4.75
73 MP9 X .000472 5
Member Point Loads (BLC 28 : 210 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .012 .5
2 MP5 X .012 .75
3 MP2 X .015 .75
4 MP7 X .015 .75
5 POST6 X .009 .5
6 MP3 X .009 .75
RISA-3D Version 17.0.2 Page 61 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 28 : 210 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
7 MP6 X .006 .75
8 POST5 X .008 .5
9 MP4 X .004 .75
10 POST7 X .006 3
11 MP5 X .003 3
12 MP2 X .008 3
13 MP7 X .004 3
14 POST6 X .004 3
15 MP3 X .002 3
16 POST7 X .004 4.5
17 MP2 X .006 4.5
18 POST6 X .002 4.5
19 MP6 X .003 3
20 POST5 X .004 3
21 MP4 X .002 3
22 POST7 X .007 2.5
23 POST5 X .009 2.5
24 POST6 X .004 2.5
25 MP10 X .004 3
26 POST3 X .006 3
27 MP8 X .004 3
28 POST8 X .002 4
29 POST4 X .000638 4
30 MP9 X .002 4
31 POST8 X .002 2.5
32 POST4 X .002 2.5
33 MP9 X .002 2.5
34 POST8 X .016 1
35 POST4 X .028 1
36 MP9 X .016 1
37 POST8 X .002 4
38 POST4 X .000526 4
39 MP9 X .002 4
40 TRAIL5 X .012 3
41 POST7 X .012 4.75
42 MP5 X .012 5.5
43 MP2 X .015 5.5
44 MP7 X .015 5
45 POST6 X .009 4.75
46 MP3 X .009 5.5
47 MP6 X .006 5.5
48 POST5 X .008 4.75
49 MP4 X .004 5.5
50 POST7 X .006 4
51 MP5 X .003 4
52 MP2 X .008 4
53 MP7 X .004 4
54 POST6 X .004 4
55 MP3 X .002 4
56 POST7 X .004 4.5
57 MP2 X .006 5
58 POST6 X .002 4.5
59 MP6 X .003 4
60 POST5 X .004 4
61 MP4 X .002 4
62 MP10 X .004 4.75
63 POST3 X .006 4.75
64 MP8 X .004 5
65 POST8 X .002 5
66 POST4 X .000638 4.75
67 MP9 X .002 5
68 POST8 X .016 5
69 POST4 X .028 4.75
RISA-3D Version 17.0.2 Page 62 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
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Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 28 : 210 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
70 MP9 X .016 5
71 POST8 X .002 5
72 POST4 X .000526 4.75
73 MP9 X .002 5
74 POST7 Z .007 .5
75 MP5 Z .007 .75
76 MP2 Z .009 .75
77 MP7 Z .009 .75
78 POST6 Z .005 .5
79 MP3 Z .005 .75
80 MP6 Z .003 .75
81 POST5 Z .005 .5
82 MP4 Z .002 .75
83 POST7 Z .003 3
84 MP5 Z .002 3
85 MP2 Z .005 3
86 MP7 Z .002 3
87 POST6 Z .002 3
88 MP3 Z .001 3
89 POST7 Z .002 4.5
90 MP2 Z .003 4.5
91 POST6 Z .001 4.5
92 MP6 Z .002 3
93 POST5 Z .002 3
94 MP4 Z .001 3
95 POST7 Z .004 2.5
96 POST5 Z .005 2.5
97 POST6 Z .003 2.5
98 MP10 Z .002 3
99 POST3 Z .003 3
100 MP8 Z .002 3
101 POST8 Z .001 4
102 POST4 Z .000368 4
103 MP9 Z .001 4
104 POST8 Z .000889 2.5
105 POST4 Z .001 2.5
106 MP9 Z .000881 2.5
107 POST8 Z .009 1
108 POST4 Z .016 1
109 MP9 Z .009 1
110 POST8 Z .001 4
111 POST4 Z .000303 4
112 MP9 Z .001 4
113 TRAIL5 Z .007 3
114 POST7 Z .007 4.75
115 MP5 Z .007 5.5
116 MP2 Z .009 5.5
117 MP7 Z .009 5
118 POST6 Z .005 4.75
119 MP3 Z .005 5.5
120 MP6 Z .003 5.5
121 POST5 Z .005 4.75
122 MP4 Z .002 5.5
123 POST7 Z .003 4
124 MP5 Z .002 4
125 MP2 Z .005 4
126 MP7 Z .002 4
127 POST6 Z .002 4
128 MP3 Z .001 4
129 POST7 Z .002 4.5
130 MP2 Z .003 5
131 POST6 Z .001 4.5
132 MP6 Z .002 4
RISA-3D Version 17.0.2 Page 63 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 28 : 210 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
133 POST5 Z .002 4
134 MP4 Z .001 4
135 MP10 Z .002 4.75
136 POST3 Z .003 4.75
137 MP8 Z .002 5
138 POST8 Z .001 5
139 POST4 Z .000368 4.75
140 MP9 Z .001 5
141 POST8 Z .009 5
142 POST4 Z .016 4.75
143 MP9 Z .009 5
144 POST8 Z .001 5
145 POST4 Z .000303 4.75
146 MP9 Z .001 5
Member Point Loads (BLC 29 : 225 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .008 .5
2 MP5 X .008 .75
3 MP2 X .011 .75
4 MP7 X .011 .75
5 POST6 X .009 .5
6 MP3 X .009 .75
7 MP6 X .004 .75
8 POST5 X .006 .5
9 MP4 X .004 .75
10 POST7 X .004 3
11 MP5 X .002 3
12 MP2 X .006 3
13 MP7 X .003 3
14 POST6 X .004 3
15 MP3 X .002 3
16 POST7 X .002 4.5
17 MP2 X .004 4.5
18 POST6 X .003 4.5
19 MP6 X .002 3
20 POST5 X .003 3
21 MP4 X .002 3
22 POST7 X .004 2.5
23 POST5 X .007 2.5
24 POST6 X .005 2.5
25 MP10 X .003 3
26 POST3 X .004 3
27 MP8 X .003 3
28 POST8 X .002 4
29 POST4 X .000773 4
30 MP9 X .001 4
31 POST8 X .001 2.5
32 POST4 X .002 2.5
33 MP9 X .001 2.5
34 POST8 X .011 1
35 POST4 X .021 1
36 MP9 X .016 1
37 POST8 X .002 4
38 POST4 X .00069 4
39 MP9 X .001 4
40 TRAIL5 X .009 3
41 POST7 X .008 4.75
42 MP5 X .008 5.5
43 MP2 X .011 5.5
44 MP7 X .011 5
45 POST6 X .009 4.75
RISA-3D Version 17.0.2 Page 64 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
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Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 29 : 225 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
46 MP3 X .009 5.5
47 MP6 X .004 5.5
48 POST5 X .006 4.75
49 MP4 X .004 5.5
50 POST7 X .004 4
51 MP5 X .002 4
52 MP2 X .006 4
53 MP7 X .003 4
54 POST6 X .004 4
55 MP3 X .002 4
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57 MP2 X .004 5
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59 MP6 X .002 4
60 POST5 X .003 4
61 MP4 X .002 4
62 MP10 X .003 4.75
63 POST3 X .004 4.75
64 MP8 X .003 5
65 POST8 X .002 5
66 POST4 X .000773 4.75
67 MP9 X .001 5
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69 POST4 X .021 4.75
70 MP9 X .016 5
71 POST8 X .002 5
72 POST4 X .00069 4.75
73 MP9 X .001 5
74 POST7 Z .008 .5
75 MP5 Z .008 .75
76 MP2 Z .011 .75
77 MP7 Z .011 .75
78 POST6 Z .009 .5
79 MP3 Z .009 .75
80 MP6 Z .004 .75
81 POST5 Z .006 .5
82 MP4 Z .004 .75
83 POST7 Z .004 3
84 MP5 Z .002 3
85 MP2 Z .006 3
86 MP7 Z .003 3
87 POST6 Z .004 3
88 MP3 Z .002 3
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90 MP2 Z .004 4.5
91 POST6 Z .003 4.5
92 MP6 Z .002 3
93 POST5 Z .003 3
94 MP4 Z .002 3
95 POST7 Z .004 2.5
96 POST5 Z .007 2.5
97 POST6 Z .005 2.5
98 MP10 Z .003 3
99 POST3 Z .004 3
100 MP8 Z .003 3
101 POST8 Z .002 4
102 POST4 Z .000773 4
103 MP9 Z .001 4
104 POST8 Z .001 2.5
105 POST4 Z .002 2.5
106 MP9 Z .001 2.5
107 POST8 Z .011 1
108 POST4 Z .021 1
RISA-3D Version 17.0.2 Page 65 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 29 : 225 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
109 MP9 Z .016 1
110 POST8 Z .002 4
111 POST4 Z .00069 4
112 MP9 Z .001 4
113 TRAIL5 Z .009 3
114 POST7 Z .008 4.75
115 MP5 Z .008 5.5
116 MP2 Z .011 5.5
117 MP7 Z .011 5
118 POST6 Z .009 4.75
119 MP3 Z .009 5.5
120 MP6 Z .004 5.5
121 POST5 Z .006 4.75
122 MP4 Z .004 5.5
123 POST7 Z .004 4
124 MP5 Z .002 4
125 MP2 Z .006 4
126 MP7 Z .003 4
127 POST6 Z .004 4
128 MP3 Z .002 4
129 POST7 Z .002 4.5
130 MP2 Z .004 5
131 POST6 Z .003 4.5
132 MP6 Z .002 4
133 POST5 Z .003 4
134 MP4 Z .002 4
135 MP10 Z .003 4.75
136 POST3 Z .004 4.75
137 MP8 Z .003 5
138 POST8 Z .002 5
139 POST4 Z .000773 4.75
140 MP9 Z .001 5
141 POST8 Z .011 5
142 POST4 Z .021 4.75
143 MP9 Z .016 5
144 POST8 Z .002 5
145 POST4 Z .00069 4.75
146 MP9 Z .001 5
Member Point Loads (BLC 30 : 240 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X .005 .5
2 MP5 X .005 .75
3 MP2 X .007 .75
4 MP7 X .007 .75
5 POST6 X .007 .5
6 MP3 X .007 .75
7 MP6 X .002 .75
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9 MP4 X .004 .75
10 POST7 X .002 3
11 MP5 X .001 3
12 MP2 X .004 3
13 MP7 X .002 3
14 POST6 X .004 3
15 MP3 X .002 3
16 POST7 X .001 4.5
17 MP2 X .003 4.5
18 POST6 X .003 4.5
19 MP6 X .001 3
20 POST5 X .002 3
21 MP4 X .002 3
RISA-3D Version 17.0.2 Page 66 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
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Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 30 : 240 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
22 POST7 X .002 2.5
23 POST5 X .004 2.5
24 POST6 X .004 2.5
25 MP10 X .002 3
26 POST3 X .003 3
27 MP8 X .003 3
28 POST8 X .001 4
29 POST4 X .00079 4
30 MP9 X .00064 4
31 POST8 X .000797 2.5
32 POST4 X .001 2.5
33 MP9 X .001 2.5
34 POST8 X .008 1
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36 MP9 X .014 1
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38 POST4 X .00074 4
39 MP9 X .000584 4
40 TRAIL5 X .007 3
41 POST7 X .005 4.75
42 MP5 X .005 5.5
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45 POST6 X .007 4.75
46 MP3 X .007 5.5
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48 POST5 X .004 4.75
49 MP4 X .004 5.5
50 POST7 X .002 4
51 MP5 X .001 4
52 MP2 X .004 4
53 MP7 X .002 4
54 POST6 X .004 4
55 MP3 X .002 4
56 POST7 X .001 4.5
57 MP2 X .003 5
58 POST6 X .003 4.5
59 MP6 X .001 4
60 POST5 X .002 4
61 MP4 X .002 4
62 MP10 X .002 4.75
63 POST3 X .003 4.75
64 MP8 X .003 5
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66 POST4 X .00079 4.75
67 MP9 X .00064 5
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69 POST4 X .012 4.75
70 MP9 X .014 5
71 POST8 X .001 5
72 POST4 X .00074 4.75
73 MP9 X .000584 5
74 POST7 Z .009 .5
75 MP5 Z .009 .75
76 MP2 Z .012 .75
77 MP7 Z .012 .75
78 POST6 Z .012 .5
79 MP3 Z .012 .75
80 MP6 Z .003 .75
81 POST5 Z .006 .5
82 MP4 Z .006 .75
83 POST7 Z .004 3
84 MP5 Z .002 3
RISA-3D Version 17.0.2 Page 67 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 30 : 240 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
85 MP2 Z .006 3
86 MP7 Z .003 3
87 POST6 Z .006 3
88 MP3 Z .003 3
89 POST7 Z .002 4.5
90 MP2 Z .004 4.5
91 POST6 Z .004 4.5
92 MP6 Z .002 3
93 POST5 Z .003 3
94 MP4 Z .003 3
95 POST7 Z .004 2.5
96 POST5 Z .007 2.5
97 POST6 Z .007 2.5
98 MP10 Z .003 3
99 POST3 Z .005 3
100 MP8 Z .005 3
101 POST8 Z .002 4
102 POST4 Z .001 4
103 MP9 Z .001 4
104 POST8 Z .001 2.5
105 POST4 Z .002 2.5
106 MP9 Z .002 2.5
107 POST8 Z .014 1
108 POST4 Z .021 1
109 MP9 Z .024 1
110 POST8 Z .002 4
111 POST4 Z .001 4
112 MP9 Z .001 4
113 TRAIL5 Z .012 3
114 POST7 Z .009 4.75
115 MP5 Z .009 5.5
116 MP2 Z .012 5.5
117 MP7 Z .012 5
118 POST6 Z .012 4.75
119 MP3 Z .012 5.5
120 MP6 Z .003 5.5
121 POST5 Z .006 4.75
122 MP4 Z .006 5.5
123 POST7 Z .004 4
124 MP5 Z .002 4
125 MP2 Z .006 4
126 MP7 Z .003 4
127 POST6 Z .006 4
128 MP3 Z .003 4
129 POST7 Z .002 4.5
130 MP2 Z .004 5
131 POST6 Z .004 4.5
132 MP6 Z .002 4
133 POST5 Z .003 4
134 MP4 Z .003 4
135 MP10 Z .003 4.75
136 POST3 Z .005 4.75
137 MP8 Z .005 5
138 POST8 Z .002 5
139 POST4 Z .001 4.75
140 MP9 Z .001 5
141 POST8 Z .014 5
142 POST4 Z .021 4.75
143 MP9 Z .024 5
144 POST8 Z .002 5
145 POST4 Z .001 4.75
146 MP9 Z .001 5
RISA-3D Version 17.0.2 Page 68 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 159 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 31 : 270 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Z .01 .5
2 MP5 Z .01 .75
3 MP2 Z .01 .75
4 MP7 Z .01 .75
5 POST6 Z .01 .5
6 MP3 Z .01 .75
7 MP6 Z .003 .75
8 POST5 Z .003 .5
9 MP4 Z .003 .75
10 POST7 Z .004 3
11 MP5 Z .002 3
12 MP2 Z .004 3
13 MP7 Z .002 3
14 POST6 Z .004 3
15 MP3 Z .002 3
16 POST7 Z .002 4.5
17 MP2 Z .002 4.5
18 POST6 Z .002 4.5
19 MP6 Z .002 3
20 POST5 Z .002 3
21 MP4 Z .002 3
22 POST7 Z .004 2.5
23 POST5 Z .004 2.5
24 POST6 Z .004 2.5
25 MP10 Z .004 3
26 POST3 Z .004 3
27 MP8 Z .004 3
28 POST8 Z .003 4
29 POST4 Z .003 4
30 MP9 Z .003 4
31 POST8 Z .002 2.5
32 POST4 Z .002 2.5
33 MP9 Z .002 2.5
34 POST8 Z .016 1
35 POST4 Z .016 1
36 MP9 Z .016 1
37 POST8 Z .002 4
38 POST4 Z .002 4
39 MP9 Z .002 4
40 TRAIL5 Z .013 3
41 POST7 Z .01 4.75
42 MP5 Z .01 5.5
43 MP2 Z .01 5.5
44 MP7 Z .01 5
45 POST6 Z .01 4.75
46 MP3 Z .01 5.5
47 MP6 Z .003 5.5
48 POST5 Z .003 4.75
49 MP4 Z .003 5.5
50 POST7 Z .004 4
51 MP5 Z .002 4
52 MP2 Z .004 4
53 MP7 Z .002 4
54 POST6 Z .004 4
55 MP3 Z .002 4
56 POST7 Z .002 4.5
57 MP2 Z .002 5
58 POST6 Z .002 4.5
59 MP6 Z .002 4
60 POST5 Z .002 4
61 MP4 Z .002 4
62 MP10 Z .004 4.75
63 POST3 Z .004 4.75
RISA-3D Version 17.0.2 Page 69 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 31 : 270 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
64 MP8 Z .004 5
65 POST8 Z .003 5
66 POST4 Z .003 4.75
67 MP9 Z .003 5
68 POST8 Z .016 5
69 POST4 Z .016 4.75
70 MP9 Z .016 5
71 POST8 Z .002 5
72 POST4 Z .002 4.75
73 MP9 Z .002 5
Member Point Loads (BLC 32 : 300 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.007 .5
2 MP5 X -.007 .75
3 MP2 X -.005 .75
4 MP7 X -.005 .75
5 POST6 X -.008 .5
6 MP3 X -.008 .75
7 MP6 X -.003 .75
8 POST5 X -.002 .5
9 MP4 X -.004 .75
10 POST7 X -.003 3
11 MP5 X -.002 3
12 MP2 X -.002 3
13 MP7 X -.001 3
14 POST6 X -.004 3
15 MP3 X -.002 3
16 POST7 X -.002 4.5
17 MP2 X -.001 4.5
18 POST6 X -.003 4.5
19 MP6 X -.002 3
20 POST5 X -.001 3
21 MP4 X -.002 3
22 POST7 X -.004 2.5
23 POST5 X -.002 2.5
24 POST6 X -.005 2.5
25 MP10 X -.003 3
26 POST3 X -.002 3
27 MP8 X -.003 3
28 POST8 X -.000477 4
29 POST4 X -.001 4
30 MP9 X -.000464 4
31 POST8 X -.001 2.5
32 POST4 X -.000829 2.5
33 MP9 X -.001 2.5
34 POST8 X -.015 1
35 POST4 X -.008 1
36 MP9 X -.015 1
37 POST8 X -.000416 4
38 POST4 X -.001 4
39 MP9 X -.000403 4
40 TRAIL5 X -.007 3
41 POST7 X -.007 4.75
42 MP5 X -.007 5.5
43 MP2 X -.005 5.5
44 MP7 X -.005 5
45 POST6 X -.008 4.75
46 MP3 X -.008 5.5
47 MP6 X -.003 5.5
48 POST5 X -.002 4.75
49 MP4 X -.004 5.5
RISA-3D Version 17.0.2 Page 70 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 160 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 32 : 300 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
50 POST7 X -.003 4
51 MP5 X -.002 4
52 MP2 X -.002 4
53 MP7 X -.001 4
54 POST6 X -.004 4
55 MP3 X -.002 4
56 POST7 X -.002 4.5
57 MP2 X -.001 5
58 POST6 X -.003 4.5
59 MP6 X -.002 4
60 POST5 X -.001 4
61 MP4 X -.002 4
62 MP10 X -.003 4.75
63 POST3 X -.002 4.75
64 MP8 X -.003 5
65 POST8 X -.000477 5
66 POST4 X -.001 4.75
67 MP9 X -.000464 5
68 POST8 X -.015 5
69 POST4 X -.008 4.75
70 MP9 X -.015 5
71 POST8 X -.000416 5
72 POST4 X -.001 4.75
73 MP9 X -.000403 5
74 POST7 Z .012 .5
75 MP5 Z .012 .75
76 MP2 Z .009 .75
77 MP7 Z .009 .75
78 POST6 Z .014 .5
79 MP3 Z .014 .75
80 MP6 Z .006 .75
81 POST5 Z .003 .5
82 MP4 Z .008 .75
83 POST7 Z .006 3
84 MP5 Z .003 3
85 MP2 Z .004 3
86 MP7 Z .002 3
87 POST6 Z .007 3
88 MP3 Z .004 3
89 POST7 Z .004 4.5
90 MP2 Z .002 4.5
91 POST6 Z .006 4.5
92 MP6 Z .003 3
93 POST5 Z .002 3
94 MP4 Z .004 3
95 POST7 Z .007 2.5
96 POST5 Z .004 2.5
97 POST6 Z .009 2.5
98 MP10 Z .006 3
99 POST3 Z .003 3
100 MP8 Z .006 3
101 POST8 Z .000826 4
102 POST4 Z .002 4
103 MP9 Z .000804 4
104 POST8 Z .002 2.5
105 POST4 Z .001 2.5
106 MP9 Z .002 2.5
107 POST8 Z .026 1
108 POST4 Z .015 1
109 MP9 Z .027 1
110 POST8 Z .00072 4
111 POST4 Z .002 4
112 MP9 Z .000697 4
RISA-3D Version 17.0.2 Page 71 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 32 : 300 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
113 TRAIL5 Z .012 3
114 POST7 Z .012 4.75
115 MP5 Z .012 5.5
116 MP2 Z .009 5.5
117 MP7 Z .009 5
118 POST6 Z .014 4.75
119 MP3 Z .014 5.5
120 MP6 Z .006 5.5
121 POST5 Z .003 4.75
122 MP4 Z .008 5.5
123 POST7 Z .006 4
124 MP5 Z .003 4
125 MP2 Z .004 4
126 MP7 Z .002 4
127 POST6 Z .007 4
128 MP3 Z .004 4
129 POST7 Z .004 4.5
130 MP2 Z .002 5
131 POST6 Z .006 4.5
132 MP6 Z .003 4
133 POST5 Z .002 4
134 MP4 Z .004 4
135 MP10 Z .006 4.75
136 POST3 Z .003 4.75
137 MP8 Z .006 5
138 POST8 Z .000826 5
139 POST4 Z .002 4.75
140 MP9 Z .000804 5
141 POST8 Z .026 5
142 POST4 Z .015 4.75
143 MP9 Z .027 5
144 POST8 Z .00072 5
145 POST4 Z .002 4.75
146 MP9 Z .000697 5
Member Point Loads (BLC 33 : 315 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.011 .5
2 MP5 X -.011 .75
3 MP2 X -.008 .75
4 MP7 X -.008 .75
5 POST6 X -.011 .5
6 MP3 X -.011 .75
7 MP6 X -.006 .75
8 POST5 X -.003 .5
9 MP4 X -.005 .75
10 POST7 X -.006 3
11 MP5 X -.003 3
12 MP2 X -.004 3
13 MP7 X -.002 3
14 POST6 X -.005 3
15 MP3 X -.003 3
16 POST7 X -.004 4.5
17 MP2 X -.002 4.5
18 POST6 X -.004 4.5
19 MP6 X -.003 3
20 POST5 X -.002 3
21 MP4 X -.003 3
22 POST7 X -.006 2.5
23 POST5 X -.004 2.5
24 POST6 X -.006 2.5
25 MP10 X -.005 3
RISA-3D Version 17.0.2 Page 72 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 161 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 33 : 315 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
26 POST3 X -.003 3
27 MP8 X -.004 3
28 POST8 X -.00047 4
29 POST4 X -.001 4
30 MP9 X -.000974 4
31 POST8 X -.002 2.5
32 POST4 X -.001 2.5
33 MP9 X -.002 2.5
34 POST8 X -.023 1
35 POST4 X -.014 1
36 MP9 X -.019 1
37 POST8 X -.000377 4
38 POST4 X -.001 4
39 MP9 X -.000898 4
40 TRAIL5 X -.009 3
41 POST7 X -.011 4.75
42 MP5 X -.011 5.5
43 MP2 X -.008 5.5
44 MP7 X -.008 5
45 POST6 X -.011 4.75
46 MP3 X -.011 5.5
47 MP6 X -.006 5.5
48 POST5 X -.003 4.75
49 MP4 X -.005 5.5
50 POST7 X -.006 4
51 MP5 X -.003 4
52 MP2 X -.004 4
53 MP7 X -.002 4
54 POST6 X -.005 4
55 MP3 X -.003 4
56 POST7 X -.004 4.5
57 MP2 X -.002 5
58 POST6 X -.004 4.5
59 MP6 X -.003 4
60 POST5 X -.002 4
61 MP4 X -.003 4
62 MP10 X -.005 4.75
63 POST3 X -.003 4.75
64 MP8 X -.004 5
65 POST8 X -.00047 5
66 POST4 X -.001 4.75
67 MP9 X -.000974 5
68 POST8 X -.023 5
69 POST4 X -.014 4.75
70 MP9 X -.019 5
71 POST8 X -.000377 5
72 POST4 X -.001 4.75
73 MP9 X -.000898 5
74 POST7 Z .011 .5
75 MP5 Z .011 .75
76 MP2 Z .008 .75
77 MP7 Z .008 .75
78 POST6 Z .011 .5
79 MP3 Z .011 .75
80 MP6 Z .006 .75
81 POST5 Z .003 .5
82 MP4 Z .005 .75
83 POST7 Z .006 3
84 MP5 Z .003 3
85 MP2 Z .004 3
86 MP7 Z .002 3
87 POST6 Z .005 3
88 MP3 Z .003 3
RISA-3D Version 17.0.2 Page 73 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 33 : 315 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
89 POST7 Z .004 4.5
90 MP2 Z .002 4.5
91 POST6 Z .004 4.5
92 MP6 Z .003 3
93 POST5 Z .002 3
94 MP4 Z .003 3
95 POST7 Z .006 2.5
96 POST5 Z .004 2.5
97 POST6 Z .006 2.5
98 MP10 Z .005 3
99 POST3 Z .003 3
100 MP8 Z .004 3
101 POST8 Z .00047 4
102 POST4 Z .001 4
103 MP9 Z .000974 4
104 POST8 Z .002 2.5
105 POST4 Z .001 2.5
106 MP9 Z .002 2.5
107 POST8 Z .023 1
108 POST4 Z .014 1
109 MP9 Z .019 1
110 POST8 Z .000377 4
111 POST4 Z .001 4
112 MP9 Z .000898 4
113 TRAIL5 Z .009 3
114 POST7 Z .011 4.75
115 MP5 Z .011 5.5
116 MP2 Z .008 5.5
117 MP7 Z .008 5
118 POST6 Z .011 4.75
119 MP3 Z .011 5.5
120 MP6 Z .006 5.5
121 POST5 Z .003 4.75
122 MP4 Z .005 5.5
123 POST7 Z .006 4
124 MP5 Z .003 4
125 MP2 Z .004 4
126 MP7 Z .002 4
127 POST6 Z .005 4
128 MP3 Z .003 4
129 POST7 Z .004 4.5
130 MP2 Z .002 5
131 POST6 Z .004 4.5
132 MP6 Z .003 4
133 POST5 Z .002 4
134 MP4 Z .003 4
135 MP10 Z .005 4.75
136 POST3 Z .003 4.75
137 MP8 Z .004 5
138 POST8 Z .00047 5
139 POST4 Z .001 4.75
140 MP9 Z .000974 5
141 POST8 Z .023 5
142 POST4 Z .014 4.75
143 MP9 Z .019 5
144 POST8 Z .000377 5
145 POST4 Z .001 4.75
146 MP9 Z .000898 5
Member Point Loads (BLC 34 : 330 Wind - Ice)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.015 .5
RISA-3D Version 17.0.2 Page 74 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 162 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 34 : 330 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
2 MP5 X -.015 .75
3 MP2 X -.011 .75
4 MP7 X -.011 .75
5 POST6 X -.011 .5
6 MP3 X -.011 .75
7 MP6 X -.008 .75
8 POST5 X -.005 .5
9 MP4 X -.005 .75
10 POST7 X -.008 3
11 MP5 X -.004 3
12 MP2 X -.005 3
13 MP7 X -.003 3
14 POST6 X -.005 3
15 MP3 X -.003 3
16 POST7 X -.006 4.5
17 MP2 X -.004 4.5
18 POST6 X -.004 4.5
19 MP6 X -.004 3
20 POST5 X -.003 3
21 MP4 X -.003 3
22 POST7 X -.009 2.5
23 POST5 X -.006 2.5
24 POST6 X -.006 2.5
25 MP10 X -.006 3
26 POST3 X -.005 3
27 MP8 X -.004 3
28 POST8 X -.000538 4
29 POST4 X -.001 4
30 MP9 X -.002 4
31 POST8 X -.002 2.5
32 POST4 X -.002 2.5
33 MP9 X -.002 2.5
34 POST8 X -.029 1
35 POST4 X -.021 1
36 MP9 X -.019 1
37 POST8 X -.000422 4
38 POST4 X -.001 4
39 MP9 X -.002 4
40 TRAIL5 X -.012 3
41 POST7 X -.015 4.75
42 MP5 X -.015 5.5
43 MP2 X -.011 5.5
44 MP7 X -.011 5
45 POST6 X -.011 4.75
46 MP3 X -.011 5.5
47 MP6 X -.008 5.5
48 POST5 X -.005 4.75
49 MP4 X -.005 5.5
50 POST7 X -.008 4
51 MP5 X -.004 4
52 MP2 X -.005 4
53 MP7 X -.003 4
54 POST6 X -.005 4
55 MP3 X -.003 4
56 POST7 X -.006 4.5
57 MP2 X -.004 5
58 POST6 X -.004 4.5
59 MP6 X -.004 4
60 POST5 X -.003 4
61 MP4 X -.003 4
62 MP10 X -.006 4.75
63 POST3 X -.005 4.75
64 MP8 X -.004 5
RISA-3D Version 17.0.2 Page 75 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 34 : 330 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
65 POST8 X -.000538 5
66 POST4 X -.001 4.75
67 MP9 X -.002 5
68 POST8 X -.029 5
69 POST4 X -.021 4.75
70 MP9 X -.019 5
71 POST8 X -.000422 5
72 POST4 X -.001 4.75
73 MP9 X -.002 5
74 POST7 Z .008 .5
75 MP5 Z .008 .75
76 MP2 Z .006 .75
77 MP7 Z .006 .75
78 POST6 Z .006 .5
79 MP3 Z .006 .75
80 MP6 Z .005 .75
81 POST5 Z .003 .5
82 MP4 Z .003 .75
83 POST7 Z .004 3
84 MP5 Z .002 3
85 MP2 Z .003 3
86 MP7 Z .002 3
87 POST6 Z .003 3
88 MP3 Z .002 3
89 POST7 Z .003 4.5
90 MP2 Z .002 4.5
91 POST6 Z .002 4.5
92 MP6 Z .002 3
93 POST5 Z .002 3
94 MP4 Z .002 3
95 POST7 Z .005 2.5
96 POST5 Z .003 2.5
97 POST6 Z .003 2.5
98 MP10 Z .003 3
99 POST3 Z .003 3
100 MP8 Z .002 3
101 POST8 Z .00031 4
102 POST4 Z .00079 4
103 MP9 Z .000941 4
104 POST8 Z .001 2.5
105 POST4 Z .001 2.5
106 MP9 Z .000978 2.5
107 POST8 Z .017 1
108 POST4 Z .012 1
109 MP9 Z .011 1
110 POST8 Z .000244 4
111 POST4 Z .00074 4
112 MP9 Z .000895 4
113 TRAIL5 Z .007 3
114 POST7 Z .008 4.75
115 MP5 Z .008 5.5
116 MP2 Z .006 5.5
117 MP7 Z .006 5
118 POST6 Z .006 4.75
119 MP3 Z .006 5.5
120 MP6 Z .005 5.5
121 POST5 Z .003 4.75
122 MP4 Z .003 5.5
123 POST7 Z .004 4
124 MP5 Z .002 4
125 MP2 Z .003 4
126 MP7 Z .002 4
127 POST6 Z .003 4
RISA-3D Version 17.0.2 Page 76 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 163 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 34 : 330 Wind - Ice) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
128 MP3 Z .002 4
129 POST7 Z .003 4.5
130 MP2 Z .002 5
131 POST6 Z .002 4.5
132 MP6 Z .002 4
133 POST5 Z .002 4
134 MP4 Z .002 4
135 MP10 Z .003 4.75
136 POST3 Z .003 4.75
137 MP8 Z .002 5
138 POST8 Z .00031 5
139 POST4 Z .00079 4.75
140 MP9 Z .000941 5
141 POST8 Z .017 5
142 POST4 Z .012 4.75
143 MP9 Z .011 5
144 POST8 Z .000244 5
145 POST4 Z .00074 4.75
146 MP9 Z .000895 5
Member Point Loads (BLC 37 : Seismic Load X)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 X -.033 .5
2 MP5 X -.033 .75
3 MP2 X -.033 .75
4 MP7 X -.033 .75
5 POST6 X -.033 .5
6 MP3 X -.033 .75
7 MP6 X -.018 .75
8 POST5 X -.018 .5
9 MP4 X -.018 .75
10 POST7 X -.06 3
11 MP5 X -.03 3
12 MP2 X -.06 3
13 MP7 X -.03 3
14 POST6 X -.06 3
15 MP3 X -.03 3
16 POST7 X -.022 4.5
17 MP2 X -.022 4.5
18 POST6 X -.022 4.5
19 MP6 X -.025 3
20 POST5 X -.025 3
21 MP4 X -.025 3
22 POST7 X -.015 2.5
23 POST5 X -.015 2.5
24 POST6 X -.015 2.5
25 MP10 X -.052 3
26 POST3 X -.052 3
27 MP8 X -.052 3
28 POST8 X -.04 4
29 POST4 X -.04 4
30 MP9 X -.04 4
31 POST8 X -.011 2.5
32 POST4 X -.011 2.5
33 MP9 X -.011 2.5
34 POST8 X -.063 1
35 POST4 X -.063 1
36 MP9 X -.063 1
37 POST8 X -.042 4
38 POST4 X -.042 4
39 MP9 X -.042 4
40 TRAIL5 X -.06 3
RISA-3D Version 17.0.2 Page 77 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 37 : Seismic Load X) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
41 POST7 X -.033 4.75
42 MP5 X -.033 5.5
43 MP2 X -.033 5.5
44 MP7 X -.033 5
45 POST6 X -.033 4.75
46 MP3 X -.033 5.5
47 MP6 X -.018 5.5
48 POST5 X -.018 4.75
49 MP4 X -.018 5.5
50 POST7 X -.06 4
51 MP5 X -.03 4
52 MP2 X -.06 4
53 MP7 X -.03 4
54 POST6 X -.06 4
55 MP3 X -.03 4
56 POST7 X -.022 4.5
57 MP2 X -.022 5
58 POST6 X -.022 4.5
59 MP6 X -.025 4
60 POST5 X -.025 4
61 MP4 X -.025 4
62 MP10 X -.052 4.75
63 POST3 X -.052 4.75
64 MP8 X -.052 5
65 POST8 X -.04 5
66 POST4 X -.04 4.75
67 MP9 X -.04 5
68 POST8 X -.063 5
69 POST4 X -.063 4.75
70 MP9 X -.063 5
71 POST8 X -.042 5
72 POST4 X -.042 4.75
73 MP9 X -.042 5
Member Point Loads (BLC 38 : Seismic Load Z)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
1 POST7 Z -.033 .5
2 MP5 Z -.033 .75
3 MP2 Z -.033 .75
4 MP7 Z -.033 .75
5 POST6 Z -.033 .5
6 MP3 Z -.033 .75
7 MP6 Z -.018 .75
8 POST5 Z -.018 .5
9 MP4 Z -.018 .75
10 POST7 Z -.06 3
11 MP5 Z -.03 3
12 MP2 Z -.06 3
13 MP7 Z -.03 3
14 POST6 Z -.06 3
15 MP3 Z -.03 3
16 POST7 Z -.022 4.5
17 MP2 Z -.022 4.5
18 POST6 Z -.022 4.5
19 MP6 Z -.025 3
20 POST5 Z -.025 3
21 MP4 Z -.025 3
22 POST7 Z -.015 2.5
23 POST5 Z -.015 2.5
24 POST6 Z -.015 2.5
25 MP10 Z -.052 3
26 POST3 Z -.052 3
RISA-3D Version 17.0.2 Page 78 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 164 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Member Point Loads (BLC 38 : Seismic Load Z) (Continued)
Member Label Direction Magnitude[k,k-ft]Location[ft,%]
27 MP8 Z -.052 3
28 POST8 Z -.04 4
29 POST4 Z -.04 4
30 MP9 Z -.04 4
31 POST8 Z -.011 2.5
32 POST4 Z -.011 2.5
33 MP9 Z -.011 2.5
34 POST8 Z -.063 1
35 POST4 Z -.063 1
36 MP9 Z -.063 1
37 POST8 Z -.042 4
38 POST4 Z -.042 4
39 MP9 Z -.042 4
40 TRAIL5 Z -.06 3
41 POST7 Z -.033 4.75
42 MP5 Z -.033 5.5
43 MP2 Z -.033 5.5
44 MP7 Z -.033 5
45 POST6 Z -.033 4.75
46 MP3 Z -.033 5.5
47 MP6 Z -.018 5.5
48 POST5 Z -.018 4.75
49 MP4 Z -.018 5.5
50 POST7 Z -.06 4
51 MP5 Z -.03 4
52 MP2 Z -.06 4
53 MP7 Z -.03 4
54 POST6 Z -.06 4
55 MP3 Z -.03 4
56 POST7 Z -.022 4.5
57 MP2 Z -.022 5
58 POST6 Z -.022 4.5
59 MP6 Z -.025 4
60 POST5 Z -.025 4
61 MP4 Z -.025 4
62 MP10 Z -.052 4.75
63 POST3 Z -.052 4.75
64 MP8 Z -.052 5
65 POST8 Z -.04 5
66 POST4 Z -.04 4.75
67 MP9 Z -.04 5
68 POST8 Z -.063 5
69 POST4 Z -.063 4.75
70 MP9 Z -.063 5
71 POST8 Z -.042 5
72 POST4 Z -.042 4.75
73 MP9 Z -.042 5
Basic Load Cases
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P...
1 Dead None -1 73
2 0 Wind - No Ice None 73 62
3 30 Wind - No Ice None 146 124
4 45 Wind - No Ice None 146 124
5 60 Wind - No Ice None 146 124
6 90 Wind - No Ice None 73 62
7 120 Wind - No Ice None 146 124
8 135 Wind - No Ice None 146 124
9 150 Wind - No Ice None 146 124
10 180 Wind - No Ice None 73 62
11 210 Wind - No Ice None 146 124
RISA-3D Version 17.0.2 Page 79 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Basic Load Cases (Continued)
BLC Description Category X Gravity Y Gravity Z Gravity Joint Point Distributed Area(Me... Surface(P...
12 225 Wind - No Ice None 146 124
13 240 Wind - No Ice None 146 124
14 270 Wind - No Ice None 73 62
15 300 Wind - No Ice None 146 124
16 315 Wind - No Ice None 146 124
17 330 Wind - No Ice None 146 124
18 Ice Weight None 73 62
19 0 Wind - Ice None 73 62
20 30 Wind - Ice None 146 124
21 45 Wind - Ice None 146 124
22 60 Wind - Ice None 146 124
23 90 Wind - Ice None 73 62
24 120 Wind - Ice None 146 124
25 135 Wind - Ice None 146 124
26 150 Wind - Ice None 146 124
27 180 Wind - Ice None 73 62
28 210 Wind - Ice None 146 124
29 225 Wind - Ice None 146 124
30 240 Wind - Ice None 146 124
31 270 Wind - Ice None 73 62
32 300 Wind - Ice None 146 124
33 315 Wind - Ice None 146 124
34 330 Wind - Ice None 146 124
35 Lm None
36 Lv None
37 Seismic Load X ELX -1 73
38 Seismic Load Z ELZ -1 73
Envelope Joint Reactions
Joint X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft]LC
1 1 max 1.986 19 1.847 19 .028 20 .05 32 .051 8 .085 25
2 min -1.951 11 -1.803 11 -.026 10 -.049 8 -.053 32 -.083 17
3 2 max 1.24 19 1.622 19 1.229 19 .07 16 .043 8 .017 25
4 min -1.224 11 -1.589 11 -1.212 11 -.072 24 -.044 32 -.014 17
5 3 max .274 20 1.652 21 2.271 21 .033 17 .032 9 .021 33
6 min -.276 12 -1.62 13 -2.243 13 -.039 25 -.033 33 -.02 9
7 4 max 1.598 16 1.534 23 1.338 23 .004 10 .033 23 .029 15
8 min -1.642 24 -1.486 15 -1.32 15 -.009 18 -.031 15 -.037 23
9 5 max 3.893 2 3.973 26 .063 22 .045 23 .048 23 .059 14
10 min -4.205 26 -3.656 2 -.061 14 -.043 15 -.046 15 -.066 22
11 6 max 3.152 5 4.489 29 3.206 5 .094 23 .054 7 .02 14
12 min -3.378 29 -4.188 5 -3.404 29 -.092 15 -.055 31 -.023 22
13 7 max .06 17 3.293 31 3.29 7 .102 24 .065 24 .062 24
14 min -.079 24 -3.026 7 -3.554 31 -.097 16 -.064 16 -.061 16
15 8 max 1.85 33 2.437 33 1.797 9 .023 24 .038 7 .073 23
16 min -1.831 9 -2.384 9 -1.843 33 -.021 16 -.04 31 -.073 31
17 9 max .776 18 1.98 27 .325 33 0 98 .524 8 .438 10
18 min -.729 10 -1.722 3 -.307 9 0 1 -.529 32 -.491 18
19 10 max .45 20 1.78 27 .302 19 .225 20 .493 9 .199 12
20 min -.426 12 -1.504 3 -.279 11 -.2 12 -.502 33 -.226 20
21 11 max .357 21 1.941 29 .71 22 .368 22 .62 23 -.004 98
22 min -.334 13 -1.417 5 -.652 14 -.302 14 -.623 31 -.01 34
23 12 max .811 17 2.894 32 1.765 24 .86 24 .511 9 .867 24
24 min -.833 25 -1.829 8 -1.662 16 -.807 16 -.545 33 -.801 16
25 13 max .929 18 4.574 18 1.116 24 0 98 .453 7 .492 9
26 min -.72 10 -3.142 10 -1.051 16 0 34 -.461 31 -.632 33
27 14 max 1.178 32 5.513 21 1.001 22 .27 20 .561 24 .219 12
28 min -1.096 8 -3.996 13 -.935 14 -.219 12 -.544 16 -.27 20
29 15 max 1.312 33 4.616 23 1 23 .648 23 .441 8 0 98
30 min -1.248 9 -3.202 15 -.884 15 -.58 15 -.463 32 0 1
31 16 max 1.593 33 3.729 25 .638 8 .651 8 .525 23 .651 8
RISA-3D Version 17.0.2 Page 80 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 165 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Envelope Joint Reactions (Continued)
Joint X [k]LC Y [k]LC Z [k]LC MX [k-ft] LC MY [k-ft] LC MZ [k-ft]LC
32 min -1.505 9 -2.754 17 -.636 32 -.692 32 -.523 31 -.692 32
33 Totals:max 17.07 18 7.03 49 15.635 22
34 min -17.07 10 3.381 83 -15.635 14
Load Combinations
DescriptionSo... PDelta S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...
1 1.4D Yes Y 1 1.4
2 0.9D+1.0...Yes Y 1 .9 2 1
3 0.9D+1.0...Yes Y 1 .9 3 1
4 0.9D+1.0...Yes Y 1 .9 4 1
5 0.9D+1.0...Yes Y 1 .9 5 1
6 0.9D+1.0...Yes Y 1 .9 6 1
7 0.9D+1.0...Yes Y 1 .9 7 1
8 0.9D+1.0...Yes Y 1 .9 8 1
9 0.9D+1.0...Yes Y 1 .9 9 1
10 0.9D+1.0...Yes Y 1 .9 10 1
11 0.9D+1.0...Yes Y 1 .9 11 1
12 0.9D+1.0...Yes Y 1 .9 12 1
13 0.9D+1.0...Yes Y 1 .9 13 1
14 0.9D+1.0...Yes Y 1 .9 14 1
15 0.9D+1.0...Yes Y 1 .9 15 1
16 0.9D+1.0...Yes Y 1 .9 16 1
17 0.9D+1.0...Yes Y 1 .9 17 1
18 1.2D+1.0...Yes Y 1 1.2 2 1
19 1.2D+1.0...Yes Y 1 1.2 3 1
20 1.2D+1.0...Yes Y 1 1.2 4 1
21 1.2D+1.0...Yes Y 1 1.2 5 1
22 1.2D+1.0...Yes Y 1 1.2 6 1
23 1.2D+1.0...Yes Y 1 1.2 7 1
24 1.2D+1.0...Yes Y 1 1.2 8 1
25 1.2D+1.0...Yes Y 1 1.2 9 1
26 1.2D+1.0...Yes Y 1 1.2 10 1
27 1.2D+1.0...Yes Y 1 1.2 11 1
28 1.2D+1.0...Yes Y 1 1.2 12 1
29 1.2D+1.0...Yes Y 1 1.2 13 1
30 1.2D+1.0...Yes Y 1 1.2 14 1
31 1.2D+1.0...Yes Y 1 1.2 15 1
32 1.2D+1.0...Yes Y 1 1.2 16 1
33 1.2D+1.0...Yes Y 1 1.2 17 1
34 1.2D+1.0...Yes Y 1 1.2 18 1 19 1
35 1.2D+1.0...Yes Y 1 1.2 18 1 20 1
36 1.2D+1.0...Yes Y 1 1.2 18 1 21 1
37 1.2D+1.0...Yes Y 1 1.2 18 1 22 1
38 1.2D+1.0...Yes Y 1 1.2 18 1 23 1
39 1.2D+1.0...Yes Y 1 1.2 18 1 24 1
40 1.2D+1.0...Yes Y 1 1.2 18 1 25 1
41 1.2D+1.0...Yes Y 1 1.2 18 1 26 1
42 1.2D+1.0...Yes Y 1 1.2 18 1 27 1
43 1.2D+1.0...Yes Y 1 1.2 18 1 28 1
44 1.2D+1.0...Yes Y 1 1.2 18 1 29 1
45 1.2D+1.0...Yes Y 1 1.2 18 1 30 1
46 1.2D+1.0...Yes Y 1 1.2 18 1 31 1
47 1.2D+1.0...Yes Y 1 1.2 18 1 32 1
48 1.2D+1.0...Yes Y 1 1.2 18 1 33 1
49 1.2D+1.0...Yes Y 1 1.2 18 1 34 1
50 1.2D+1.5...Yes Y 36 1.5 1 1.2
51 1.2D+1.5...Yes Y 1 1.2 2 .045 35 1.5
52 1.2D+1.5...Yes Y 1 1.2 3 .045 35 1.5
53 1.2D+1.5...Yes Y 1 1.2 4 .045 35 1.5
54 1.2D+1.5...Yes Y 1 1.2 5 .045 35 1.5
55 1.2D+1.5...Yes Y 1 1.2 6 .045 35 1.5
RISA-3D Version 17.0.2 Page 81 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Load Combinations (Continued)
DescriptionSo... PDelta S... BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...BLCFac...
56 1.2D+1.5...Yes Y 1 1.2 7 .045 35 1.5
57 1.2D+1.5...Yes Y 1 1.2 8 .045 35 1.5
58 1.2D+1.5...Yes Y 1 1.2 9 .045 35 1.5
59 1.2D+1.5...Yes Y 1 1.2 10 .045 35 1.5
60 1.2D+1.5...Yes Y 1 1.2 11 .045 35 1.5
61 1.2D+1.5...Yes Y 1 1.2 12 .045 35 1.5
62 1.2D+1.5...Yes Y 1 1.2 13 .045 35 1.5
63 1.2D+1.5...Yes Y 1 1.2 14 .045 35 1.5
64 1.2D+1.5...Yes Y 1 1.2 15 .045 35 1.5
65 1.2D+1.5...Yes Y 1 1.2 16 .045 35 1.5
66 1.2D+1.5...Yes Y 1 1.2 17 .045 35 1.5
67 (1.2+0.2...Yes Y 1 1.27 ELX .174 0
68 (1.2+0.2...Yes Y 1 1.27 ELX .151 ELZ .087
69 (1.2+0.2...Yes Y 1 1.27 ELX .123 ELZ .123
70 (1.2+0.2...Yes Y 1 1.27 ELX .087 ELZ .151
71 (1.2+0.2...Yes Y 1 1.27 0 ELZ .174
72 (1.2+0.2...Yes Y 1 1.27 ELX -.087 ELZ .151
73 (1.2+0.2...Yes Y 1 1.27 ELX -.123 ELZ .123
74 (1.2+0.2...Yes Y 1 1.27 ELX -.151 ELZ .087
75 (1.2+0.2...Yes Y 1 1.27 ELX -.174 0
76 (1.2+0.2...Yes Y 1 1.27 ELX -.151 ELZ -.087
77 (1.2+0.2...Yes Y 1 1.27 ELX -.123 ELZ -.123
78 (1.2+0.2...Yes Y 1 1.27 ELX -.087 ELZ -.151
79 (1.2+0.2...Yes Y 1 1.27 0 ELZ -.174
80 (1.2+0.2...Yes Y 1 1.27 ELX .087 ELZ -.151
81 (1.2+0.2...Yes Y 1 1.27 ELX .123 ELZ -.123
82 (1.2+0.2...Yes Y 1 1.27 ELX .151 ELZ -.087
83 (0.9-0.2S...Yes Y 1 .83 ELX .174 0
84 (0.9-0.2S...Yes Y 1 .83 ELX .151 ELZ .087
85 (0.9-0.2S...Yes Y 1 .83 ELX .123 ELZ .123
86 (0.9-0.2S...Yes Y 1 .83 ELX .087 ELZ .151
87 (0.9-0.2S...Yes Y 1 .83 0 ELZ .174
88 (0.9-0.2S...Yes Y 1 .83 ELX -.087 ELZ .151
89 (0.9-0.2S...Yes Y 1 .83 ELX -.123 ELZ .123
90 (0.9-0.2S...Yes Y 1 .83 ELX -.151 ELZ .087
91 (0.9-0.2S...Yes Y 1 .83 ELX -.174 0
92 (0.9-0.2S...Yes Y 1 .83 ELX -.151 ELZ -.087
93 (0.9-0.2S...Yes Y 1 .83 ELX -.123 ELZ -.123
94 (0.9-0.2S...Yes Y 1 .83 ELX -.087 ELZ -.151
95 (0.9-0.2S...Yes Y 1 .83 0 ELZ -.174
96 (0.9-0.2S...Yes Y 1 .83 ELX .087 ELZ -.151
97 (0.9-0.2S...Yes Y 1 .83 ELX .123 ELZ -.123
98 (0.9-0.2S...Yes Y 1 .83 ELX .151 ELZ -.087
Envelope AISC 14th(360-10): LRFD Steel Code Checks
Member Shape Code Check Loc[ft] LC Shear Che...Lo.........phi*P...phi*P...phi*... phi*... ... Eqn
1 TOEPL3 PL4x1/....952 7.166 31 .007 7.1...z ....377 32.4 .169 1.192 ...H1-...
2 TRAIL5 L3X3X4 .866 4 25 .134 6 y ...21.019 46.656 1.688 3.756 ...H2-1
3 TRAIL6 L3X3X4 .849 1.5 30 .141 0 y ...21.019 46.656 1.688 3.45 ...H2-1
4 MP9 PIPE_2.0 .836 2.813 30 .221 2.75 ...18.646 32.13 1.872 1.872 ...H1-...
5 TRAIL7 L3X3X4 .801 1.5 33 .126 0 y ...21.019 46.656 1.688 3.368 ...H2-1
6 TRAIL4 L3X3X4 .778 4.499 26 .155 5.9...y ...21.024 46.656 1.688 3.541 ...H2-1
7 MRAIL4 L3X3X4 .757 4.499 26 .066 5.9...z ...21.024 46.656 1.688 3.435 ...H2-1
8 TOEPL4 PL4x1/....651 0 26 .005 5.9...z ....537 32.4 .169 1.424 ...H1-...
9 MRAIL6 L3X3X4 .649 1.5 30 .061 0 z ...21.019 46.656 1.688 3.446 ...H2-1
10 MP7 PIPE_2.0 .646 2.75 26 .345 2.75 ...30.475 32.13 1.872 1.872 ...H1-...
11 MRAIL5 L3X3X4 .638 2 29 .044 6 z ...21.019 46.656 1.688 3.583 ...H2-1
12 TOEPL2 PL4x1/....632 5.999 29 .005 5.9...z ....537 32.4 .169 1.424 ...H1-...
13 TOEPL5 PL4x1/....630 0 27 .005 0 z ....537 32.4 .169 1.424 ...H1-...
14 TOEPL7 PL4x1/....630 0 31 .005 0 z ....537 32.4 .169 1.424 ...H1-...
15 TOEPL1 PL4x1/....630 6 27 .005 0 z ....537 32.4 .169 1.424 ...H1-...
RISA-3D Version 17.0.2 Page 82 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d]
- Page 166 -Item #12.
Company : Tower Engineering Professionals, Inc.July 6, 2020
4:37 PMDesigner: DJG
Job Number : 18995.422072 Checked By: RNM
Model Name : Corral Mount
Envelope AISC 14th(360-10): LRFD Steel Code Checks (Continued)
Member Shape Code Check Loc[ft] LC Shear Che...Lo.........phi*P...phi*P...phi*... phi*... ... Eqn
16 TOEPL6 PL4x1/....630 6 29 .005 0 z ....537 32.4 .169 1.424 ...H1-...
17 TOEPL8 PL4x1/....630 6 33 .005 0 z ....537 32.4 .169 1.424 ...H1-...
18 MP3 PIPE_2.0 .615 2.75 30 .260 2.75 ...30.475 32.13 1.872 1.872 ...H1-...
19 BRAIL4 L3X3X4 .607 4.499 26 .057 4.4...z ...21.024 46.656 1.688 3.614 ...H2-1
20 MRAIL7 L3X3X4 .591 1.5 31 .056 0 z ...21.019 46.656 1.688 3.449 ...H2-1
21 MP5 PIPE_2.0 .579 2.813 25 .239 2.75 ...18.646 32.13 1.872 1.872 ...H1-...
22 BRAIL6 L3X3X4 .555 1.5 31 .065 1.5 z ...21.019 46.656 1.688 3.556 ...H2-1
23 BRAIL5 L3X3X4 .543 4 25 .051 0 z ...21.019 46.656 1.688 3.756 ...H2-1
24 BRAIL7 L3X3X4 .505 1.5 32 .060 1.5 z ...21.019 46.656 1.688 3.6 ...H2-1
25 MP2 PIPE_2.0 .498 3.188 27 .099 5.1......18.646 32.13 1.872 1.872 ...H1-...
26 MP8 PIPE_2.0 .440 .813 29 .253 1.8......30.475 32.13 1.872 1.872 ...H1-...
27 POST7 PIPE_2.5 .424 1.25 24 .259 0 ...34.299 50.715 3.596 3.596 ...H1-...
28 POST6 PIPE_2.5 .422 1.25 32 .277 0 ...34.299 50.715 3.596 3.596 ...H1-...
29 POST5 PIPE_2.5 .380 1.25 32 .236 0 ...34.299 50.715 3.596 3.596 ...H1-...
30 MP4 PIPE_2.0 .368 2.813 22 .111 1.8......18.646 32.13 1.872 1.872 ...H1-...
31 MP6 PIPE_2.0 .360 2.813 25 .109 1.8......18.646 32.13 1.872 1.872 ...H1-...
32 POST4 PIPE_2.5 .358 0 16 .277 0 ...34.299 50.715 3.596 3.596 ...H1-...
33 KICK6 L2.5x2.....354 0 29 .009 0 y ...24.703 29.192 .873 1.82 ...H2-1
34 MP10 PIPE_2.0 .352 .813 25 .184 1.8......30.475 32.13 1.872 1.872 ...H1-...
35 KICK7 L2.5x2.....349 0 31 .010 0 y ...24.705 29.192 .873 1.82 ...H2-1
36 POST8 PIPE_2.5 .341 3.333 25 .261 0 ...34.299 50.715 3.596 3.596 ...H1-...
37 KICK5 L2.5x2.....272 .312 26 .008 0 y ...24.705 29.192 .873 1.82 ...H2-1
38 KICK8 L2.5x2.....236 0 33 .009 0 z ...24.703 29.192 .873 1.82 ...H2-1
39 TRAIL3 L3X3X4 .205 7.166 11 .013 7.1...y ...15.054 46.656 1.688 3.553 ...H2-1
40 KICK1 L2.5x2.....192 0 18 .008 3.3...y ...24.705 29.192 .873 1.82 ...H2-1
41 KICK4 L2.5x2.....176 .202 23 .008 0 y ...23.411 29.192 .873 1.764 ...H2-1
42 TRAIL1 L3X3X4 .163 2.937 11 .007 6 y ...21.019 46.656 1.688 3.348 ...H2-1
43 POST1 PIPE_2.5 .162 1.25 33 .189 0 ...34.299 50.715 3.596 3.596 ...H1-...
44 KICK3 L2.5x2.....158 1.214 5 .006 3.8...y ...23.406 29.192 .873 1.764 ...H2-1
45 POST3 PIPE_2.5 .157 1.25 15 .192 0 ...34.299 50.715 3.596 3.596 ...H1-...
46 TRAIL8 L3X3X4 .152 0 25 .015 0 y ...21.019 46.656 1.688 3.756 ...H2-1
47 TRAIL2 L3X3X4 .144 3.062 13 .008 0 y ...21.021 46.656 1.688 3.537 ...H2-1
48 BRAIL3 L3X3X4 .134 4.33 15 .014 0 y ...15.054 46.656 1.688 3.675 ...H2-1
49 BRAIL8 L3X3X4 .130 6 9 .013 6 y ...21.019 46.656 1.688 3.756 ...H2-1
50 KICK2 L2.5x2.....123 .59 18 .008 3.3...y ...24.703 29.192 .873 1.82 ...H2-1
51 MRAIL3 L3X3X4 .109 3.508 23 .011 7.1...y ...15.054 46.656 1.688 3.638 ...H2-1
52 POST2 PIPE_2.5 .106 1.25 31 .170 1.25 ...34.299 50.715 3.596 3.596 ...H1-...
53 MRAIL1 L3X3X4 .080 2.937 19 .007 6 y ...21.019 46.656 1.688 3.33 ...H2-1
54 BRAIL2 L3X3X4 .079 3.625 21 .010 0 y ...21.021 46.656 1.688 3.741 ...H2-1
55 BRAIL1 L3X3X4 .078 2.437 18 .010 6 y ...21.019 46.656 1.688 3.701 ...H2-1
56 MRAIL2 L3X3X4 .077 3.125 21 .008 0 y ...21.021 46.656 1.688 3.644 ...H2-1
57 MRAIL8 L3X3X4 .074 2.5 33 .010 0 y ...21.019 46.656 1.688 3.756 ...H2-1
58 PE3 PIPE_2.0 .016 0 31 .002 0 ...23.342 32.13 1.872 1.872 ...H1-...
59 PE5 PIPE_2.0 .016 0 26 .002 0 ...23.342 32.13 1.872 1.872 ...H1-...
60 PE4 PIPE_2.0 .016 0 26 .002 0 ...23.342 32.13 1.872 1.872 ...H1-...
61 PE2 PIPE_2.0 .016 0 30 .002 0 ...23.342 32.13 1.872 1.872 1 H1-...
62 PE1 PIPE_2.0 .016 0 28 .002 0 ...23.342 32.13 1.872 1.872 ...H1-...
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File Attachments for Item:
14. Approval for Additional Personnel for City Recycling Program
- Page 184 -Item #14.
1
City of Tybee Island
Memorandum
To: City of Tybee Island City Council Members
From: Pete Gulbronson, City Engineer/Director of Infrastructure
Date: November 18, 2020
Re: Additional Personnel for City Recycling Program
Background
In April of 2019 the City ended curb side recycling with Atlantic Waste and started an in -
house recycling program. In the summer of 2019 the city purchased a baler and three
recycling trailers for residents to voluntarily recycle cardboard, aluminum, mixed paper,
and plastics. Two DPW personnel were assigned to oversee and run the City recycling
program. The voluntary recycling program has exceeded our expectations and does
not look like it will be slowing down in the future. The City has purchased an a dditional
bailer and three additional cardboard only recycling trailers to keep up with the demand.
The recycling trailers are being filled on a daily basis.
Overview
After one year the City has recycled 218,755 pounds of recyclable commodities. This
includes 161,790 pounds of cardboard, 19,445 pounds of aluminum cans, 17,490 pounds
of #1 and #2 plastics, and 20,030 pounds of mixed paper. Since we are recycling all of
these commodities they did not have to be landfilled at a cost of approximately $150 per
ton. This saved the City approximately $16,500 in landfill fees last year.
Currently we are recycling approximately 15 tons of cardboard per month. At the going
rate of $52 per ton we are making approximately $780 per month, which is correlates to
an annual income of $9,360. With all the on line shopping that is currently taking place I
anticipate the amount of cardboard recycled to increase next year.
In the first year we recycled 19,445 pounds of used beverage cans (UBC). The average
rate for UBC’s was approximately $0.25 per pound. The City received almost $4,300 from
UBC last year which is approximately $360 per month. We anticipate that this volume
and price will stay consistent over the next year.
The plastic market is very slow right now and we are not receiving any compensation for
the recycled plastic at this time. In the past we were receiving anywhere from $100 to
- Page 185 -Item #14.
2
$125 per ton. We are hoping that the market turns around soon and we once again start
receiving an income for this commodity. In the first year we did receive approximately
$1,000 in income from plastics.
Currently we are trying to recycle all of these commodities with two DPW personnel and
we cannot keep up with the demand. They are emptying trailers almost on a daily basis.
This leaves very little time for them to sort and bale plastics as well as bale cardboard.
Since we are in the slower tourist season I have been lending one person from the Parks
Department to help out with recycling on a daily basis. With this additional person they
are able to keep up with the demand. We also have two regular volunteers help us out
about once per week during our busiest times, which is typically on Mondays. These
volunteers have eased the burden on the DPW staff but this is not a permanent solution.
With the increased volume of recyclables coming in due to the success of this program
we are anticipating purchasing another recycling trailer for the south end of the island. If
this happens, it will increase the amount of time required to empty trailers . Currently it
takes approximately three to four hours to empty both the green trailers and cardboard
trailers from all three sites and return the empty trailers. Another trailer location will
increase this time by approximately one hour.
Then when the high season starts I will need two members from the recycling staff to
remove the recycles from the beach, which is anywhere from two to four times per week.
This is a minimum of two to three hours for each trip. Then they will have to sort out the
plastics and UBC’s from the trash that is disposed in the recycling cans on the beach.
Summary
The recycling program has been far more successful than we anticipated last year, and
to efficiently maintain the top level of service we will need an additional staff member for
the recycling program. This would be a Laborer I position and would start at a pay rate
of $13.50 per hour. With approximately $7.00 per hour in benefits the total annual
increase to the budget would be approximately $42,000 per year. Th e fiscal impact on
this year’s budget would be about half of that total.
Recommended Next Steps:
In order to keep up with the recycling demand I would recommend the approval of this
new position.
- Page 186 -Item #14.
File Attachments for Item:
15. Award of ITB 2020-756, Storm Shutters to Basin Company in the amount of $335,170.
- Page 187 -Item #15.
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1
City of Tybee Island
Memorandum
To: City of Tybee Island City Council Members
From: Pete Gulbronson, City Engineer/Director of Infrastructure
Date: December 4, 2020
Re: Award of ITB 2020-756: Storm Shutters to Basin Company
Background
The purpose of this project is for the installation of storm shutters on various City owned
buildings through a grant from FEMA.
Overview
The City opened bids on Tuesday December 1, 2020 at 2:00 P.M. Three (3) bids were received,
but one was not opened due to them not noting the addendum to the contract. The low bid was
$335,170 from Basin Company.
Summary
Funding for this project is through a grant from FEMA with a 20 percent City match.
Recommended Next Steps:
I would recommend award to the low bidder, Basin Company in the amount of $335,170.00
- Page 208 -Item #15.
File Attachments for Item:
16. Second Reading: 2020-24, Sec 3-190 (H), Water Restriction
- Page 209 -Item #16.
ORDINANCE NO. 2020-24
AN ORDINANCE TO AMEND THE CODE OF ORDINANCES SECTION 3-190
SWIMMING POOL REQUIREMENTS AND PLACEMENT SO AS TO IMPOSE A
REQUIREMENT THAT WATER TO BE APPLIED TO A NEWLY CONSTRUCTED POOL
OR A POOL THAT RECEIVES MAJOR RENOVATIONS CONSISTING OF MORE THAN
TWENTY-FIVE PERCENT OF THE POOL BASED ON THE VOLUME OF WATER SHALL
BE FILLED FROM OR BY AN OUTSIDE WATER SOURCE RATHER THAN THE CITY'S
MUNICIPAL WATER SYSTEM
WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia, is
authorized under Article 9, Section 2, Paragraph 3 of the Constitution of the State of Georgia to
adopt reasonable ordinances to protect and improve the public health, safety, and welfare of the
citizens of Tybee Island, Georgia, and
WHEREAS, the duly elected governing authority for the City of Tybee Island, Georgia,
is the Mayor and Council thereof; and
WHEREAS, the governing authority desires to adopt ordinances under its police and
home rule powers; and
WHEREAS, the City of Tybee Island has approached and does approach its withdrawal
capacity from the Floridan Aquifer; and
WHEREAS, the City has been expecting to have a deep well constructed on the island
however, due to a failure of the structure during construction the well has not been built; and
WHEREAS, in order to protect the resources of the City and to continue to establish or
promote principles of conservation, the Mayor and Council have determined that the Code of
Ordinances of the City of Tybee Island should be amended so as to address the use of water in
connection with privately constructed swimming pools.
NOW, THEREFORE, it is hereby ordained by the governing authority of the City of Tybee
Island as follows:
- Page 210 -Item #16.
SECTION I
Section 3-190 shall be amended to add a new subsection "(H) water restriction" which shall
read as follows:
(H) Water Restriction
For the initial filling of a newly constructed swimming pool, the water to fill the pool shall
be from an outside source and not from the City's municipal water system.
SECTION 2
All ordinances and parts of ordinances in conflict herewith are expressly repealed.
SECTION 3
It is the intention of the governing body, and it is hereby ordained, that the provisions of
this ordinance shall become effective and be made a part of the Code of Ordinances, City of Tybee
Island, Georgia, and the sections of this ordinance may be renumbered to accomplish such
intention.
SECTION 4
This ordinance shall be effective upon its adoption by the Mayor and Council pursuant to
The Code of the City of Tybee Island, Georgia.
This Ordinance shall become effective on ________ day of __________________, 2020.
ADOPTED THIS __ DAY OF ___ , 2020.
-
_________________________________
MAYOR
ATTEST:
CLERK OF COUNCIL
- Page 211 -Item #16.
FIRST READING:
SECOND READING:
ENACTED:
- Page 212 -Item #16.
File Attachments for Item:
18. Bubba Hughes: Ante Litem, Lot 5, North Wave Subdivision, Tybee Island, Paresh J. and
Hina Patel
- Page 213 -Item #18.
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File Attachments for Item:
19. Nancy DeVetter: Discussion of Recommendations of STVR Work Group
- Page 217 -Item #19.
ARTICLE VIII. - SHORT-TERM RENTAL PROPERTIES[4]
Footnotes:
--- (4) ---
Editor's note— Ord. No. 2016-07B , adopted May 26, 2016, set out provisions intended for use as Art.
VII, §§ 34-195—34-201. Inasmuch as there were already provisions so designated, these provisions have
been included as Art. VIII, §§ 34-260—34-266.
Effective date of Ord. No. 2016-07B is May 26, 2016.
Sec. 34-260. - Purpose and intent.
(a) The purpose of this article is to establish regulations for the use of residential dwelling uni ts as short-
term vacation rentals and to ensure the collection and payment of hotel/motel fees and occupation tax
certificate fees.
(b) "Short-term vacation rental" means an accommodation for transient guests where, in exchange for
compensation, a residential dwelling unit is provided for lodging for a period of time less than 30
consecutive days. Such use may or may not include an on-site manager. For the purposes of this
definition, a residential dwelling shall include all housing types and shall exclud e bed and breakfast
accommodations as they are defined by the City of Tybee's Land Development Code. This is also
identified as "STVR".
(c) An owner shall be required to designate an agent for any short -term vacation rental unit, whose
responsibility it will be to comply with the requirements of this section on behalf of the owner. The
owner may be the agent.
(d) "Short-term vacation rental agent" is a local contact person designated by the owner who shall be
available at all times to respond to complaints regarding the condition, operation, or conduct of
occupants of the STVR. Such person is customarily present at a location within the city for purposes
of transacting business, and is responsible for taking remedial action to promptly resolve issues within
one hour.
(e) The owner or agent shall not be relieved of any personal responsibility or personal liability for
noncompliance with any applicable law, rule or regulation pertaining to the use and occupancy of the
residential dwellings unit as a short-term vacation rental unit.
(Ord. No. 2016-07B , 5-26-2016)
Sec. 34-261. - Application.
(a) Within 90 days of the effective date of the ordinance from which this article is derived, no person shall
rent, lease or otherwise exchange for compensation all or any portion of a dwelling unit as a short -
term vacation rental, as defined in section 34-260, without the owner or rental agent first obtaining an
occupation tax certificate and identifying the location of each STVR with the city.
(b) The city must be notified in writing within seven days when there is a change in property ownership,
management, agent or emergency contact. Failure to do so will void any permitted use as an STVR.
(c) The certificate application shall be furnished on a form specified by the city manager, accompanied
by a non-refundable occupational tax and regulatory fee. Such certificate application should include:
(1) The complete street address and property identification number (PIN) of the STVR;
- Page 218 -Item #19.
(2) Ownership, including the name, address, e-mail and telephone number of each person or entity
with an ownership interest in the property;
(3) The number of bedrooms, the maximum occupancy and the number of and location of off-street
parking spaces on the premises and any off-premises parking applicable;
(4) The name, address and telephone number of a short -term vacation rental agent or local
emergency contact if applicable; and
(5) Any other information that this chapter requires the owner to provide to the city as part of the
identification for a short-term vacation rental. The city manager or his or her designee shall have
the authority to obtain additional information from the applicant as necessary to achieve the
objectives of this chapter.
(6) The emergency contact number required by section 34-265.
(7) Proof of liability insurance shall be required along with evidence that insurance company knows
the property is being used as an stvr.
(d) The certification form pursuant to this section shall be processed, and added to a database to be kept
by staff listing STVR unit information and any citations that occur. The city shall notify the owner and
agent of any instances that result in a citation for a code violation or other legal infraction.
(e) Owner or rental agent for a short-term vacation rental shall submit, on an annual basis, an occupational
tax certificate to the City of Tybee Island.
(Ord. No. 2016-07B , 5-26-2016; Ord. No. 09-2019 , § 1, 5-9-2019)
Sec. 34-262. - Regulatory fee/renewal.
(a) The short-term vacation rental application shall be accompanied by an initial regulatory fee and be
subject to an annual fee every January 1 thereafter, as established by the mayor and city council.
The regulatory fee shall be $100.00, plus $? per person, multiplied by the number of persons defined
as the maximum occupancy for the unit, as stated in the application. An application is valid when
completed and filed along with payment of the application regulator y fee. The fee shall be due January 1
of each year for short-term rental purposes and, if not paid within 90 days thereof, shall be subject to the
delinquency and penalty provisions of section 58-163, as applicable, to occupation tax/business license
provisions as well as the revocation of any right to use the unit for short -term rental purposes until
payment of the penalties and fee. In addition to the regulatory fee license as specified herein, the
applicant shall also pay the required occupation tax each year.
(b) Each property or unit shall be issued a registration unique property identification number.
(c) Failure to register as prescribed by this law will result in a fine of $100.00 $500 for each month that
the unit continues to operate without registration.
(d) The annual registration of a unit and the regulatory fee are not transferrable. In the event ownership
of a unit changes, and even if there is no change in the management company managing the unit, the
fee upon ownership change shall be $100.00 $100.00, plus $? per person, multiplied by the number
of persons defined as the maximum occupancy for the unit, as stated in the application if the change
occurs prior to July 1 of the year and $50.00 plus $? per person, multiplied by the number of persons
defined as the maximum occupancy for the unit, as stated in the application, if after July 1 of the year.
(e) In the event a management company changes, the unit is to be re-registered by notice to the city and
the regulatory fee will be $50.00, plus $? per person, multiplied by the number of persons defined as
the maximum occupancy for the unit, as stated in the application if the management company change
is after July 1; otherwise, the fee is $100.00, plus $? per person, multiplied by the number of persons
defined as the maximum occupancy for the unit, as stated in the application
- Page 219 -Item #19.
*per person fee to be based on a justifiable cost of administration and enforcement less hotel/motel tax
income
(Ord. No. 16-2017-B , § 1, 12-19-2017; Ord. No. 09-2019 , § 2, 5-9-2019; Ord. No. 2019-15 , § 1,
11-11-2019)
Editor's note— Ord. No. 16-2017-B , § 1, adopted Dec. 19, 2017, amended § 34-262 in its
entirety to read as herein set out. Former § 34-262 pertained to registration fee/renewal, and
derived from Ord. No. 2016-07B , adopted May 26, 2016; and Ord. No. 06-2017-A , § 1, adopted
Mar. 9, 2017.
Sec. 34-263. - Good neighbor policy.
The city shall make available on its website a list of STVR good neighbor policies which STVR
agents are encouraged to must share with their clients, owners, and guests.
(Ord. No. 2016-07B , 5-26-2016)
Sec. 34-264. - Signs.
All one- and two-family STVR units shall post a sign that shall be visible and legible from
the address side of the street listing emergency contact name, phone number and the unique
location identification number registration number. The emergency contact name and number
shall be the STVR agent as required by section 34-260(d) unless otherwise specified and approved
by the city staff and any rental agency involved. Such sign shall not be less than 18 inches x 24
inches and shall not exceed 24 inches x 24 inches. The purpose of the required sign is to enable
officers and third parties to identify appropriate contacts for issues with the property and/or the
occupants and, therefore the sign shall be located in such a location that it faces the street which is
listed as the real property address or otherwise located at such location as approved by staff
consistent with that purpose. The view of the sign shall not be obstructed by fencing, cars,
vegetation, etc.
Multi-family units shall post a sign which shall be visible and legible from a publicly
accessible area outside the unit listing the required emergency contact name, phone number and
the unique location identification number registration number. Signs for multi-family units shall
be 8½ inches by 11 inches. All such signs shall be located no further than four feet from the outer
most edge of the front entry door or otherwise located at such location as approved by city staff
consistent with that purpose. Multi-family units may have one additional sign on the exterior of
the property which complies with the standards of the one and two family STVR unit for the
purposes of advertising, branding and way finding.
To the extent that the requirements herein are inconsistent with the Sign Ordinance the
provisions hereof shall control in the case of short term vacation rental properties and shall
supersede any inconsistent provisions of Homeowner Association Agreements or policies or
Condominium Association Agreements or policies pertaining to signage.
- Page 220 -Item #19.
(Ord. No. 2016-07B , 5-26-2016; Ord. No. 16-2017-B , § 1, 12-19-2017; Ord. No. 2019-15 , § 1,
11-11-2019)
Sec. 34-265. - Unique location identification number required.
Each short-term vacation rental property or unit is to have a unique location identification number.
Any advertising, promotion or notice of availability of a property or unit for a short-term vacation rental
occupancy shall include the location identification number or numbers for every available property or unit
which is the subject matter of the advertisement, promotion or notice. The phrase "advertisement,
promotion or notice" as used herein shall include, but not be limited to, brochures, marketing material and
any online, digital, social media or published promotion of any such property or unit. The failure to include
such number as required herein shall be a violation hereof and punishable as otherwise provided in this
Code.
(Ord. No. 2019-15 , § 1, 11-11-2019)
Sec. 34-266. - Compliance.
(a) It shall be the responsibility of the owner or agent to pay all required taxes required by chapter 58,
article IV, room excise tax.
(Ord. No. 2016-07B , 5-26-2016)
Secs. 34-267—34-299. - Reserved.
- Page 221 -Item #19.
File Attachments for Item:
21. Shawn Gillen: Recommended Plan for Trash on the Beach
- Page 222 -Item #21.
Recommended Plan for Trash on the Beach
Background
In preparation for the beach nourishment and dune restoration begun in December 2019 and
completed the end of April of this year, all trash cans were removed from the beach. Typically,
the trash cans have been placed on the beach in March. This year the beach was closed for two
weeks due to the COVID-19 pandemic. When re-opened by State decree, there were no
appreciable visitors to the beach until restrictions were lifted.
When the State quarantine was lifted in late April, trash cans were placed on the beach
between 14th Street and 19th Street and at Gulick and North Beach, the most popular areas of
the beach and where there is adjacent public parking.
Cans were not placed on the beach from 13th Street to Gulick, pending approval of a Letter of
Permission (LOP) from the DNR which was submitted in June. The DNR requires an LOP for
anything placed on the beach, including trash cans. The DNR did not respond formally to the
request but did acknowledge that cans were placed on the beach from 14 th to 19th Streets. In all
cases, trash cans were available on the landward side of all crossovers.
Not placing cans on the beach from 13th Street to Gulick was a conscious attempt to implement
best practices of managing littering in public places. One of the most robust findings in litter
research is that people litter less and use trash cans more in places that are kept clean. This is
true for all types of public places. How widespread people think a behavior is when they enter a
public place affects their behavior in that place. Litter begets litter and cleanliness begets
cleanliness*.
People’s perception about who is responsible to clean a place has a powerful effect on their
behavior. In the absence of any cues to the contrary, if people are exposed to signals that
they’re not expected to clean up, it releases them from a sense of personal responsibility*.
It bears reminding that all beach communities in the United States have the issue of managing
trash by visitors. Most all beach communities highlight volunteer beach cleaning efforts.
Encouraging Results
To monitor the impact of this strategy, garbage collection was monitored and a drone was
flown on nine occasions, on various Sunday and Monday mornings prior to DPW trash
collection. Findings from the monitoring suggest the following lessons learned:
The most trash on the beach was where cans were placed on the beach. This is also the
area where there are the most people at any point in time.
Where there were no cans on the beach there was very little trash.
* Karen Spehr & Rob Curnow, Litterology: Understanding Littering and the Secrets to Clean Public Places.
Environment Books, 2015.
- Page 223 -Item #21.
�� W h a t t r a s h w a s o n t h e b e a c h s u g g e s t s i t w a s l e f t f r o m o v e r n i g h t v i s i t s , f o u n d m o s t l y a t
t h e h i g h w a t e r m a r k , a n d w i n d - b l o w n i n t h e d u n e s .
�� T r a s h i n a n d a r o u n d t h e d u n e s t e n d e d t o b e l o c a l i z e d a t s e a t i n g a r e a s a n d l o w a c c e s s
p o i n t s t h a t c r e a t e h i d d e n a r e a s .
�� B e t w e e n 1 3 t h S t r e e t a n d G u l i c k , t r a s h w a s p l a c e d i n c a n s l a n d w a r d o f t h e c r o s s o v e r s a n d
w a s p r e d o m i n a t e l y b a g g e d , v e r s u s i n d i v i d u a l i t e m s i n t h e c a n s o n t h e b e a c h .
D a t a f r o m t r a s h c o l l e c t i o n i n d i c a t e s t h a t w h i l e t o t a l t r a s h w a s s i m i l a r t o a n d i n s o m e c a s e s
g r e a t e r t h a n h i s t o r i c n o r m s , b y k e e p i n g t r a s h c a n s o f f t h e b e a c h , s i g n i f i c a n t l y m o r e t r a s h w a s
c o l l e c t e d f r o m t h e s t r e e t s i d e .
T o t a l c o l l e c t e d t r a s h w a s s i g n i f i c a n t l y l o w e r d u r i n g t h e e a r l y m o n t h s o f t h e C O V I D - 1 9 p a n d e m i c .
O n c e t h e S t a t e b e g a n t o o p e n u p i n M a y , t o t a l t r a s h a p p r o x i m a t e d l a s t y e a r a n d , i n f a c t ,
s i g n i f i c a n t l y e x c e e d e d l a s t y e a r s t o t a l s i n A u g u s t ( 6 2 , 3 0 0 l b s . - v - 4 4 , 3 8 0 l b s . ) a n d S e p t e m b e r
( 3 6 , 9 6 0 l b s . - v - 2 1 , 4 9 0 l b s . ) .
W h i l e t o t a l t r a s h w a s t h e s a m e o r g r e a t e r , t h e r e w a s s i g n i f i c a n t l y l e s s t r a s h w a s c o l l e c t e d f r o m
t h e b e a c h t h a n l a s t y e a r , u n t i l A u g u s t a n d S e p t e m b e r . D u r i n g M a y , J u n e , a n d J u l y t h e r e w a s
3 2 , 7 8 0 l b s . l e s s t r a s h o n t h e b e a c h t h i s y e a r a n d a p p r o x i m a t e l y t h a t m u c h m o r e t r a s h c o l l e c t e d
o n t h e s t r e e t .
0
1 0 0 0 0
2 0 0 0 0
3 0 0 0 0
4 0 0 0 0
5 0 0 0 0
6 0 0 0 0
7 0 0 0 0
8 0 0 0 0
9 0 0 0 0
1 0 0 0 0 0
J a n F e b M a r A p r M a y J u n J u l A u g S e p
T o t a l C o l l e c t e d
2 0 1 9
2 0 2 0
- P a g e 2 2 4 - I t e m # 2 1 .
The drone video footage on Sunday and Monday mornings in June and following the July 4 th
weekend, when the largest volume of trash is expected, and before DPW pickup, demonstrate
the same phenomenon - trash begets trash and cleanliness begets cleanliness.
0
10000
20000
30000
40000
50000
60000
Jan Feb Mar Apr May Jun Jul Aug Sep
Beach Collection
2019 2020
0
10000
20000
30000
40000
50000
60000
Jan Feb Mar Apr May Jun Jul Aug Sep
Street Collection
2019 2020
- Page 225 -Item #21.
The results of this past season encourage continuing to manage trash in this fashion. However,
the psychology of littering has been shown to be affected by several factors*:
“Care of place” - people’s perception of how cared for the place looks
People’s sense of responsibility in looking after a place
Penalties and rewards that influence littering behavior
People’s personal beliefs, views, habits, preferences.
Recommendations
Among factors that influence people are*:
maintaining a clean space, which should allow flexibility for situations where a greater
than normal demand might be expected (holiday weekends);
what people see directly before they have to make a decision about getting rid of trash,
which is why trash is often disposed of near full trash cans, and suggests anti -littering
signs are more effective in a clean place;
trash cans are visible, look good, are clean, and have a consistent look and location, and
fit aesthetically with other infrastructure;
for a “carry in, carry out” policy to be successful people need to be aware of it from the
time they enter the place, and even before if possible. People’s decisions are made just
prior to the point of disposal;
Enforcement best works when actively supported as a critical role in an integrated
program of litter prevention activities.
Encouraged by this season’s result, despite the lack of a coordinated public relations campaign
that will better inform and educate visitors, we look to continue to implement these best
practices next season:
Continue with trash cans on street side only from 14th Street to Gulick
Add more trash cans street side from 14 th Street to Gulick on busiest weekends
Consider purchasing new trash cans that better fit the improved look of our
infrastructure and allow more efficient collection by DPW
Increase the number of daily collections street side on busiest weekends
Include increasing the number of trash cans on the beach from 14 th Street to 19th Street
and using larger equipment to clean the beach during busiest weekends in the DNR LOP
request
Continue the “Leave Only Footprints” campaign and augment it with a “Pack In, Pack
Out” campaign, educating and informing visitors and residents
Increased enforcement as a critical component of the entire campaign, including use of
video surveillance to spot violations, in order to change behavior over time. Trash will
be one element of increased enforcement broadly, which will also include focus on glass
and dogs on the beach.
Continued support of Tybee Clean Beach efforts to encourage community support of
keeping the beach and dunes clean.
- Page 226 -Item #21.
File Attachments for Item:
22. Shawn Gillen: Employee Evaluation and Merit Pay:
- Page 227 -Item #22.
PERFORMANCE EVALUATION
EMPLOYEE NAME:
JOB TITLE: PERIOD OF EVALUATION: From: _______________to _____________ (6th Month Review)
DEPARTMENT:
1. Knowledge, Skills, Abilities – Consider the degree to which the employee exhibits the required level of job knowledge and/or skills to
perform the job and this employee’s use of established techniques, materials and equipment as they relate to performance.
Marginal Needs Improvement Good Solid Performer Superior Distinguished
1 2 3 4 5
2. Quality of Work – Does the employee complete assignments meeting quality standards? Consider accuracy, neatness, thoroughness
and adherence to standards and safety rules.
Marginal Needs Improvement Good Solid Performer Superior Distinguished
1 2 3 4 5
3. Work Habits – To what extent does the employee display a positive, cooperative attitude toward work assignments and requirements?
Consider compliance with established work rules and organizational policies.
Marginal Needs Improvement Good Solid Performer Superior Distinguished
1 2 3 4 5
4. Dependability – Consider the amount of time spent directing this employee. Does the employee monitor projects and exercise follow-
through; adhere to time frames; is on time for meetings and appointments; and respon ds appropriately to instructions and procedures?
Marginal Needs Improvement Good Solid Performer Superior Distinguished
1 2 3 4 5
5. Attendance – Consider number of absences, use of annual and sick leave in accordance with City policy.
Unacceptable Acceptable
6. Punctuality – Consider work arrival and departure in accordance with departmental and City policy.
Unacceptable Acceptable
7. Overall Performance
Marginal Needs Improvement Good Solid Performer Superior Distinguished
1 2 3 4 5
- Page 228 -Item #22.
Employee Self Evaluation:
Use this space to list your departmental accomplishments over the last year.
- Page 229 -Item #22.
List Goals and Objectives - Maintain a copy of this form in departmental files so that goals can be updated as the situation warrants and so that it can be
used to assist the supervisor during the annual review. Return the original to Human Resources.
1.____________________________________________________________________________________________________
2.____________________________________________________________________________________________________
3._____________________________________________________________________________________________
4.____________________________________________________________________________________________________
Supervisor Signature: ________________________________________ Date: ____________________________
Print Supervisor Name: __________________________________________________________________________
Employee Signature: _________________________________________ Date: ____________________________
- Page 230 -Item #22.
File Attachments for Item:
23. PC MINUTES - NOVEMBER 16,2020
- Page 231 -Item #23.
PLANNING COMMISSION CITY MANAGER
Demery Bishop Shawn Gillen
Ron Bossick
Charles Matlock COMMUNITY DEVELOPMENT DIRECTOR
Elaine T. McGruder George Shaw
David McNaughton
J. Whitley Reynolds CITY ATTORNEY
Alan Robertson Edward M. Hughes
Planning Commission Meeting
MINUTES
November 16, 2020
Chair Bishop called the November 16, 2020 Tybee Island Planning Commission meeting to order.
Commissioners present were Charles Matlock, Elaine T. McGruder, Alan Robertson, Vice Chair Ron
Bossick and David McNaughton. J. Whitley Reynolds was absent.
Consideration of Minutes:
Chair Demery Bishop asked for consideration of the October 19, 2020 minutes. Vice Chair Ron Bossick made
a motion to approve. Commissioner Matlock seconded. The vote to approve was unanimous.
Disclosures/Recusals:
Chair Demery Bishop asked if there were any Disclosures or Recusals. There were none.
Old Business:
New Business:
1. Subdivision of land: requesting to split one lot into two lots for residential houses – Lot 10
Ocean View Court – 40003 10011 – David E. Lane.
George Shaw stated the applicant would like to divide the one lot into two lots for two single family homes. He
also stated the drainage has been approved by the City Engineer. And water and sewer are nearby. Staff
recommends approval. Commissioner Matlock asked if the parking meters were in the right of way or on the
said property. George Shaw stated when the meters were put in years ago they did not have a survey, so the City
would have to move them at some point. Vice Chair Bossick asked George Shaw if the access road on the survey
is on the applicant’s property. He also stated it looks like the five foot pedestrian access easement is in the
drainage easement. George Shaw stated those would have to be addressed by the applicant. Terry Coleman of
Coleman and Company in Savannah Georgia approached the Planning Commission and stated he is the designer
for the applicant David Lane. He stated the access road on the survey was built on this applicant’s property and
will have to be moved north. The five foot pedestrian access easement that is in the drainage easement can be
adjusted before the plat is recorded. Vice Chair Bossick asked if the system they are going to connect to the
City’s system will have the capacity to handle the two lots. Terry Coleman stated it does meet the City’s
requirements. Vice Chair Bossick asked George Shaw if the City looked into the amount being added. George
Shaw stated the City Engineer Peter Gulbronson reviewed it as well and is comfortable with the design. David
Lane who lives at 2 Penny Feather Lane, Savannah, approached the Planning Commission. Commissioner
- Page 232 -Item #23.
McGruder asked David Lane if he is going to build on the lots for his self or will he sell them. And is he aware
of the tree ordinance. David Lane stated he is going to build for his self on the two lots and he will follow the
tree ordinance requirements when he goes to build. Commissioner McGruder made a motion to approve.
Commissioner Matlock seconded. The vote to approve was unanimous.
Discussions:
Adjournment: 7:30pm
Lisa L. Schaaf
- Page 233 -Item #23.