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MAYOR 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 M E N D E D A G E N D A REGULAR MEETING OF TYBEE ISLAND CITY COUNCIL August 27, 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 Pledge of Allegiance Announcements Consideration of the approval of the minutes of the meetings of the Tybee island City Council 4. City Council Meeting, August 13, 2020 Reports of Staff, Boards, Standing Committees and/or Invited Guest. Limit reports to 10 minutes. 5. Demery Bishop, Chair, Planning Commission/Working Group, STVR's 6. Alan Robertson: Skidaway Dune Monitoring Proposal Consideration of Approval of Consent Agenda Consideration of Bids, Contracts, Agreements and Expenditures 7. AWR Contract: Alan Robertson 8. Skidaway Institute Dune Monitoring 9. Verizon Temporary Tower Location/Lease: 4th Amendment to Lease Agreement 10. American Tower: Request for lease adjustment 11. T-Mobile Fifth Amendment to Water Tower Attachment Lease Agreement 12. Approval of the Online/Practice Solution/Software/Proflex Products - Tybee Island Police Department Detective Division. $225 per month per year and increases 5% in year two. 13. Memorandum of Agreement: USCG Health Safety and Work-Live Service Center and Tybee Island Fire Department 14. Out-of-State Travel: Chief Matt Harrell, Navaree Beach. Working with them on Lifeguard Program. Budget: 100-3510.52.3500 15. MOU - Beachside Colony Condominium Association and City of Tybee Island to place and maintain a camera to make observation of the beach area. - Page 1 - P.O. Box 2749 – 403 Butler Avenue, Tybee Island, Georgia 31328-2749 (866) 786-4573 – FAX (866) 786-5737 www.cityoftybee.org 16. Software License Agreement: Thomas and Hutton Corporation dba geothinQ 17. Thomas & Hutton, Professional Civil Engineering Services Contract (Collection of Sanitary Sewer Collection System Data) Consideration of Ordinances, Resolutions 18. First Reading, 2020-16, Disorderly Household and Administrative Fine Offenses 19. Discussion, Possible First Reading: 2020-18 Mask/Face Covering Ordinance Council, Officials and City Attorney Considerations and Comments 20. Barry Brown: Increase Retirement Amounts 21. Shawn Gillen Action Items: - Vote to approve hiring additional Code Enforcement Officers to include all costs - Results of RFP for software for STVR's - Staff Report on feasibility of tiered registration rates for STVR's 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. *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 2 - File Attachments for Item: 4. City Council Meeting, August 13, 2020 - Page 3 -Item #4. City Council Minutes, August 13, 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, July 9, 2020 Amend current Axon Contract to provide for the purchase of body cameras for Code Enforcement Officers. Funding not in current FY 2021 Budget. Subject to changes in budget language Out-of-State Travel, Major Fobes, Melbourne, FL Tybee Island Fire Agreement - National Park Service regarding fire protection at Fort Pulaski Monument. Approval for purchase four (4) radios for Code Enforcement Officers. Amount $27,000. Agreement with Cornerstone for Training Board of Education: Critical Workforce Sheltering Agreement US Army: Critical Workforce Sheltering Agreement 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 Presentation of Colors and Pledge of Allegiance Todd Smith approached Mayor and Council to explain the new technology with broadcasting the City Council Meetings. Mr. Smith stated the meetings are currently streaming digital live. In the near future the meetings will be available on Comcast, Apple TV, Roku, Amazon Fire, Facebook and YouTube. Information will be forthcoming. Mr. Parks asked Mr. Smith for the link address. Mr. Smith responded: vod.cityoftybee.org. Mayor Sessions thanked Mr. Smith for his hard work with CEMA in preparation for any impending storms. He asked anyone that might have questions to please reach out to him. Mr. Hughes asked the two agreements regarding the Board of Education and US Army be included in the Consent Agenda. Mr. Smith explained CEMA has always made evacuation arrangements for all municipalities in the county and since Matthew we have had three instances where arrangements have been made and there was no evacuation. CEMA feels arrangements should be made by the individual municipalities. He has since reached out to both the Board of Education and US Army for agreements in case the critical workforce will need to evacuate. Mr. Smith stated the City has a verbal agreement with Savannah/Hilton Head Airport as well. Mayor Sessions thanked Mr. Smith. Recognitions and Proclamations Mayor Sessions asked representatives of the Chatham County US Coast Guard Units to come forward. Master Chief Eric Risner, Coast Guard Station Tybee, introduced the representatives from each of the units in Chatham County. Mayor Sessions then read a Proclamation in - Page 4 -Item #4. celebration of the Coast Guard Birthday and proclaiming August as Coast Guard Month on Tybee Island. Citizens to be Heard. Pat Leiby approached Mayor and Council to read a thank you letter regarding the recent Racial Equity Resolution. Ms. Leiby thanked everyone for their support. Mayor Sessions thanked Ms. Leiby for her comments. Jenny Rutherford approached Mayor and Council to speak to an issue she has with the Parking Passes for 17th Street Inn. Ms. Rutherford shared her concerns with not being able to purchases parking passes for her guests. Mayor pro tem Brown asked Ms. Rutherford if she had done her due diligence prior to purchasing the property. Ms. Rutherford confirmed. He then asked if she was informed she would be able to purchase the decals. Ms. Rutherford confirmed she was told by the Parking personnel she would be allowed to purchase parking passes. Mr. Hosti confirmed he received emails from Ms. Rutherford stating she had been at City Hall in June trying to purchase the passes to no avail. Dr. Gillen confirmed the old system was used until a new system could be put in place. He created a pass that anyone could purchase, not just businesses. Dr. Gillen stated he communicated to Ms. Rutherford he would honor their old pass until the new policy is in place. Mayor pro tem Brown asked if anyone has purchased the new passes for the $300.00 fee. Dr. Gillen confirmed, 18. Ms. Rutherford stated of the 18, ten (10) are the ones she has purchased. Mayor Sessions asked Dr. Gillen to prepare an explanation letter and forward to Ms. Rutherford. She also thanked Ms. Rutherford for sharing her concerns. Monty Parks made a motion to approve the consent agenda. Nancy DeVetter seconded. Vote was unanimous to approve, 6-0. Public Hearings Subdivision of land: requesting to turn one lot into two single family lots – 1927 Chatham Ave – Zone R-2 – 40009 12006 – World Wholesale, Inc. George Shaw approached Mayor and Council. Mr. Shaw explained World Wholesale Inc., purchased three (3) lots, minor subdivision, after 2005 as that is when the subdivision was created. The first two lots were sold and the third lot was kept with the intent to build on at some point. He continued, since that time the lot has become larger due to the movement of the sand dunes. The petitioner is now requesting to subdivide the lot into two (2) lots. Mr. Shaw stated since this was a minor subdivision originally, it is his understanding, according to the Ordinance, it would now become a major subdivision. Staff is recommending denial and the Planning Commission recommended approval with a vote of 3-2. Mayor pro tem Brown asked Mr. Shaw the size of the lots. Mr. Shaw responded 120’ x 190’, roughly. Ms. DeVetter asked Mr. Shaw to explain the difference between a minor and major subdivision. Mr. Shaw responded a minor subdivision is three (3) lots or fewer and does not require putting in a road, comprehensive drainage plan or a proper turn-around. Major subdivisions do have those requirements. John Hart, Attorney, approached Mayor and Council. Mr. Hart is representing Mr. Dixon who purchased the property in the name of one of his companies. Mr. Hart explained the history of property. Approximately two (2) years ago the owner decided to build on the property and did reach out to DNR for approval. All requirements have been met for the Subdivision Code, Zoning Code and not asking for any variances. Mr. Hart is requesting approval. He added, extensive drainage plans have been submitted to the City as well. Barry Brown made a motion to approve. John Burke seconded. Vote was unanimous to approve, 6-0. Alteration of subdivision: requesting to extend property lot lines – Horsepen Point – Zone R-2 – 40001203002/40001203003/40001301010 – Huffstetler, Alexander, Sheehan. George Shaw approached Mayor and Council. Mr. Shaw stated the owners of the - Page 5 -Item #4. property are all residents of the Horsepen Creek neighborhood. They did purchase the property behind them which includes marshland and a couple of small hammocks. They are asking to extend their property lines into the property purchased by them and split into thirds. Mr. Shaw continued, this creates no new lots and Staff and Planning Commission both recommended approval unanimously. Mr. Parks asked Mr. Shaw about the discussion at the Planning Commission regarding the dock. Mr. Shaw stated the three gentlemen stated they may build a dock in the future. Monty Parks made a motion to approve. John Branigin seconded. Vote was unanimous 6-0, to approve. Consideration of Bids, Contracts, Agreements and Expenditures Code Enforcement: Approval, purchase of a software and equipment for Code Enforcement, hand held ticket writers and ticket management software. Funding is not in the current FY2021 and will need to come from the General Fund. Approximate cost is $32,150 with $725 monthly fee for wireless services. Dr. Gillen stated this is part of the system that is currently used by Parking Services. He would like to automate and make more streamline for Code Enforcement Officers. This is currently not in the budget and if it is to move forward, a budget amendment would be done to take the funds from the general fund. Mr. Parks asked if currently they are hand writing tickets. Dr. Gillen confirmed. Mr. Parks stated the City is going into the slow season and asked if this could be delayed until later when the season starts again. Dr. Gillen confirmed as this is not as critical as other agenda items regarding Code Enforcement. Mr. Parks confirmed as this is his recommendation. Mayor pro tem Brown confirmed as well. He expressed his concerns with the monthly fees and recommended this come before Mayor and Council in January 2021. Mr. Hosti asked Dr. Gillen if Parking Services currently have hand-held ticket writers. Dr. Gillen confirmed but the hand-held’s for Code Enforcement will be able to write the ticket electronically as well as print the ticket. Mr. Hosti asked if the two systems are different and if so why do we need. Dr. Gillen stated they are basically the same system. Mayor Sessions complimented Parking Services for their hard work. Ms. DeVetter stated the request is for five (5) hand-held units. She asked if there are to be five (5) Code Enforcement Officers. Dr. Gillen confirmed and equipment would be shared with all the Code Enforcement Officers. Mayor Sessions asked Dr. Gillen to reach out to Mr. Hosti to respond to his concerns. Dr. Gillen confirmed. NO ACTION. To Be Revisited January 2021. Council, Officials and City Attorney Considerations and Comments Bubba Hughes discussed the Opening of right-of-way for Laurel Avenue adjacent to 201 McKenzie. Mr. Hughes stated this is being asked for by the adjoining property owner and has been reviewed by the City Engineer as well as the Planning and Zoning Office without objections. The owners from the McKenzie side are making improvements by opening the right- of-way which is a dedicated public right-of-way. Mayor Sessions asked Mr. Hughes if he has any objections to this agenda item. Mr. Hughes state no, he recommends approval. Monty Parks made a motion to approve. Barry Brown seconded. Vote was unanimous to approve, 6-0. Jay Burke stated he has spoken with Dr. Gillen regarding Parking West of Campbell on Highway 80 or all of the Highway and would ask this agenda item be Withdrawn. Monty Parks stated five of his agenda items address STVR’s. Basically January 1, the City enters into a new registration season for STVR’s. In order to do anything significant with registrations, both from the City and from the STVR’s owners, the City should begin advertising training by December 1, 2020. If it is the will of Mayor and Council to pass an ordinance or purchase software and go through installation and training process, we will be at that date. The Working Group is meeting and the five items below are not in any conflict with what they are doing. Mr. Parks stated he is not asking for a vote but is looking to be completely transparent and have discussion among Mayor and Council. He addressed the following issues: - Page 6 -Item #4. �� A d d i t i o n a l t h r e e C o d e E n f o r c e m e n t . M r . P a r k s s t a t e d t h e C i t y i s b u i l d i n g a n A d m i n i s t r a t i v e D i v i s i o n t h a t i s p a r t o f t h e T y b e e I s l a n d P o l i c e F o r c e . T h e s e C o d e E n f o r c e m e n t O f f i c e s w i l l b e a b l e t o t a k e s o m e o f t h e b u r d e n o f f t h e P o l i c e O f f i c e r s s o t h e y c a n d o p o l i c e w o r k . T h r e e i n d i v i d u a l s h a v e b e e n h i r e d t o b a s i c a l l y c o v e r b e a c h , S T V R s a n d o t h e r C o d e e n f o r c e m e n t a c t i v i t i e s . H e f e e l s s i x ( 6 ) o f f i c e r s a r e a d e q u a t e . M r . P a r k s a s k e d D r . G i l l e n t o l e t t h e m k n o w t h e c o s t , t h e e q u i p m e n t n e e d e d a n d s o m e o f t h e r e s u l t s t o d a t e . H e s t a t e d i f t h i s c a n n o t b e d o n e t o n i g h t t h a t h e a s k e d t h e C i t y C l e r k t o a d d t o t h e a g e n d a o n A u g u s t 2 7 , 2 0 2 0 w h e r e i t w i l l b e d i s c u s s e d a s a f u l l p a c k a g e . A t t h a t t i m e h e w i l l a s k f o r a v o t e . M r . P a r k s a s k e d D r . G i l l e n i f h e w o u l d l i k e t o s p e a k t o t h i s a t t h i s t i m e . M a y o r S e s s i o n s a s k e d M r . H u g h e s , a s s h e i s a R e a l E s t a t e A g e n t a n d h a s a b e d a n d b r e a k f a s t l i c e n s e t h a t c a n b e c o n s i d e r e d S T V R , s h o u l d s h e r e c u s e h e r s e l f . M r . H u g h e s r e s p o n d e d n o t i n h i s o p i n i o n . D r . G i l l e n r e s p o n d e d , M a j o r F o b e s p u t t o g e t h e r a b u d g e t p r o p o s a l f o r t h e t h r e e a d d i t i o n a l C o d e E n f o r c e m e n t O f f i c e r s t h a t i s i n c l u d e d i n t h e p a c k e t b e f o r e t h e m t h i s e v e n i n g . H e c o n t i n u e d , t h e i n c r e a s e t o t h e b u d g e t w i l l b e a p p r o x i m a t e l y $ 1 5 0 , 0 0 0 p e r y e a r . T h e e q u i p m e n t h a s b e e n b u d g e t e d f o r t h a t w i l l b e u s e d s u c h a s b o d y c a m e r a s , r a d i o s , v e h i c l e s , e t c . A p p r o x i m a t e l y $ 7 5 , 0 0 0 w o u l d b e n e e d e d f o r t h i s f i s c a l y e a r . M a y o r p r o t e m B r o w n r e c o m m e n d e d m o v i n g f o r w a r d a n d i n t h a t w a y t h e y w i l l b e f u l l y t r a i n e d b y n e x t s e a s o n . D r . G i l l e n s t a t e d t h e p a r k i n g r e v e n u e i s o u t p a c i n g l a s t y e a r w i t h o u t t h e i n c r e a s e i n f e e s . M r . H o s t i s t a t e d h e d o e s n o t h a v e a p r o b l e m w i t h e n f o r c i n g o r d i n a n c e s b u t f i v e o r s i x m o n t h s a g o M a y o r a n d C o u n c i l a p p r o v e d $ 1 0 0 , 0 0 0 f o r t h r e e ( 3 ) p a r t - t i m e C o d e E n f o r c e m e n t O f f i c e r s a n d b e f o r e M a y o r a n d C o u n c i l t o n i g h t i s a d i s c u s s i o n / r e q u e s t f o r a n o t h e r $ 1 5 0 , 0 0 0 . H e i s a s k i n g t o b e t o t a l l y t r a n s p a r e n t w i t h t h e c o s t o f t h e a d d i t i o n a l C o d e E n f o r c e m e n t O f f i c e r s . M r . B r a n i g i n s t a t e d a s i t d o e s c o s t m o n e y , i f t h e C i t y p e n a l i z e s a n d e d u c a t e s r e s i d e n t s a n d b e a c h g o e r s t h a t a r e v i o l a t i n g , a t s o m e p o i n t t h e C i t y c a n r e d u c e t h e n u m b e r o f C o d e E n f o r c e m e n t O f f i c e r s n e e d e d . H e r e c o m m e n d s m o v i n g f o r w a r d . M s . D e V e t t e r s t a t e d t h e n u m b e r o n e c o m p l a i n t f r o m r e s i d e n t s i s t h e m i d - l e v e l e n f o r c e m e n t i s s u e s s u c h a s n o i s e s , t r a s h , l i t t e r a n d b e a c h i s s u e s . T h e s e v i o l a t i o n s s h o u l d b e h a n d l e d b y C o d e E n f o r c e m e n t O f f i c e r s r a t h e r t h a n t h e p o l i c e d e p a r t m e n t . M r . B u r k e r e c o m m e n d e d m o v i n g f o r w a r d a n d h i r i n g o n l y t w o ( 2 ) o f f i c e r s n o w a n d t h e t h i r d i n J a n u a r y 2 0 2 1 a s h e d o e s n o t b e l i e v e t h e C i t y s h o u l d b e s p e n d i n g t h i s m u c h m o n e y i n t h e o f f - s e a s o n . M r . P a r k s s t a t e d , r e g a r d i n g S T V R s , t h e C i t y i s n o t c h a s i n g t h e S T V R s c u r r e n t m a n a g e m e n t g r o u p s t h a t l i v e o n t h e I s l a n d a n d d o i n g t h e b e s t t h e y c a n b u t w h a t w e a r e r e a l l y c h a s i n g a r e t h o s e t h a t a r e n o t r e g i s t e r e d , n o t p a y i n g t a x e s , p e o p l e t h a t o w n s e c o n d h o u s e s a n d l e t a n y o n e u s e t h e m t h a t h a v e n o r e s p e c t f o r c u r r e n t o r d i n a n c e s . D r . G i l l e n s t a t e d c u r r e n t l y t h e r e a r e f o u r ( 4 ) f u l l t i m e o f f i c e r s a n d t w o ( 2 ) t h a t a r e p a r t - t i m e . M a y o r S e s s i o n s a s k e d D r . G i l l e n i f h e h a s s p o k e n w i t h M a j o r F o b e s f o r h i s r e c o m m e n d a t i o n s . D r . G i l l e n r e s p o n d e d i t i s t h e i n t e n t n o t t o e s c a l a t e t h e m i d - l e v e l v i o l a t i o n s t o t h e p o l i c e b u t r a t h e r C o d e E n f o r c e m e n t . I t i s h i s i n t e n t , w i t h t h e t h r e e ( 3 ) a d d i t i o n a l C o d e E n f o r c e m e n t O f f i c e r s t h e r e c o u l d b e s h i f t w o r k . T h e y w i l l h a n d l e s u c h c o m p l a i n t s a s n o i s e , b a r k i n g d o g s , l o u d p a r t i e s , a n d a n i m a l w e l f a r e . M a y o r S e s s i o n s s t a t e d M a y o r a n d C o u n c i l a r e t r y i n g t o f i n d s o l u t i o n s a n d a r e l i s t e n i n g t o c i t i z e n s r e g a r d i n g v i o l a t i o n s . M r . P a r k s s t a t e d w e n e e d t o h a v e a p a c k a g e t o M a y o r a n d C o u n c i l o n A u g u s t 2 7 , 2 0 2 0 o f h o w m a n y t i c k e t s , c i t a t i o n s , o r g a n i z a t i o n a l s t r u c t u r e , a n d b u d g e t A c t i o n I t e m : A u g u s t 2 7 , 2 0 2 0 �� R e w r i t e o f D i s o r d e r l y H o u s e O r d i n a n c e t o a l l o w c o d e e n f o r c e m e n t t o i s s u e t i c k e t s . M r . P a r k s s t a t e d i n o r d e r f o r t h e C o d e E n f o r c e m e n t O f f i c e r s t o g e t i n v o l v e d w i t h t h e o r d i n a n c e , t h e o r d i n a n c e n e e d s t o b e r e w r i t t e n . H e a s k e d M r . H u g h e s t o a d d r e s s . M r . H u g h e s s t a t e d p r e v i o u s l y t h e r e w a s a n i n t r o d u c t i o n o f a n a d d - o n t o t h e o r d i n a n c e w h i c h a m e n d e d t h e D i s o r d e r l y H o u s e h o l d O r d i n a n c e t o i n c l u d e t h e t h r e e s t r i k e p r o v i s i o n v i o l a t i o n s i n c l u d i n g a d m i n i s t r a t i v e p e n a l t i e s t h e o w n e r o r m a n a g e r - P a g e 7 - I t e m # 4 . have received; animal offenses; environmental related offenses; and miscellaneous offenses under the Code by referencing Chapters 10, 22 and 42 in order to make those provisions subject to the administrative enforcement. As this has been introduced, there can be first and second reading at the next meeting. It is his recommendation first and second readings be at separate meetings. Mr. Parks concurred. Ms. DeVetter is in favor of a more comprehensive ordinance which will outline all violations. Mr. Burke asked Mr. Bishop attend the next City Council meeting with recommendations from the Working Group so Mayor and Council can move forward. Action Item: August 27, 2020 Status of RFQ on STVR software. Mr. Parks asked Dr. Gillen for an update on the STVR software. Dr. Gillen responded the RFQ went out and is due back on August 19, 2020 at which time it will be evaluated and put on the agenda for August 27, 2020 for Mayor and Council’s consideration. The goal will be to have a turn-key operation where the vendor will be able to handle all the registrations by end of year. Dr. Gillen continued, the key factor is the vendor will be able to search the internet for individuals who are not registering their STVR’s hence not paying fees. Mr. Hosti expressed his concerns with the cost of the software. Action Item: August 27, 2020. Tiered STVR registration fee to reflect water usage, request for staff to collect data. Mr. Parks stated one of the reasons for the tiered fee is water usage. The bigger the property, the more regulatory action is required. His request is for Dr. Gillen to work with staff and come back with recommendations, working with the City Attorney, for a tiered registration fee which will reflect the larger the property, the higher the fee. Mr. Branigin recommended the fees should be based on the number of bedrooms or the number of people that can be slept in a structure is a better gauge of the potential for more violations. The form should be changed so individuals need to declare the capacity as this will give the City a way to spot check against their advertisements. This will give the City an enforcement mechanism that you would not get with square footage. Ms. DeVetter recommended Mayor and Council wait for the recommendations of the Working Group. Mr. Hosti concurred. Mr. Parks stated it is his desire Staff begin to collect the data and work with Mr. Hughes regarding a tiered registration. It is the census of Council to begin to collect data so when the Working Group presents their recommendations they are ready to move forward. Action Item: August 27, 2020 $1000 fine for rental without registration. Mr. Parks stated the $1,000 is the top end of what the City can charge. It is his desire to charge this amount and not a lesser amount. He feels there are also additional fines that can be added to the $1,000 fine. Mr. Parks asked Mr. Hughes to bring back an ordinance for Mayor and Council to review that allows a $1,000 fine for rental without registration. Ms. DeVetter concurred. She would like language added regarding re-registering a property which would be considered a behavioral incentive. Mr. Branigin recommended a grace period for registration and enforcement with no warning. Mr. Hughes explained the process for those who have not paid the taxes in the past as there are two levels, misdemeanors and felony levels. Action Item: August 27, 2020 Pool owners to use outside service for initial pool fill or significant addition. Mr. Parks stated he would ask Mr. Hughes to draft an ordinance for Mayor and Council’s consideration. Mr. Hughes responded, this has been done and was forwarded to Mr. Shaw to schedule a public hearing as it is part of the Land Development Code. Mr. Shaw confirmed that it will be on the Planning Commission agenda for September. Public Hearing, September 10, 2020 - Page 8 -Item #4. Shawn Gillen Water Rates Study and Adjustment of Water/Sewer Fees. Dr. Gillen stated this will be ready for the September 27, 2020 meeting as the Finance Department staff is involved with end of year and the Auditors. Action Item, September 27, 2020 Early Retirement Proposal. Dr. Gillen stated he did forward an email to Mayor and Council regarding early retirement proposal. He continued, there are two pieces to the proposal. One is the early retirement piece where we reach out to GMA as they maintain our retirement fund and ask for permission to do an early out. This is where you retire early and receive your full pension benefit. A study would then be done outlining the funding impact to the City. The second step is a financial incentive. This would include health insurance benefits. Mr. Burke asked Dr. Gillen if he has approached any employees that are eligible for early retirement. Dr. Gillen stated no as he does not want those employees to feel they are not wanted. He confirmed if an employee accepted the early retirement their position would stay vacant until the new fiscal year. Mr. Hughes stated the City would need to contact GMA as they will prepare the resolution, all the documents and return to the City. Dr. Gillen confirmed he is trying to evaluate what the financial impact will be to the City. Mr. Branigin stated this is a voluntary decision for the employees, accept or not accept, potentially to benefit the City financially regardless of the number. He recommended Dr. Gillen have no discussions with employees until, if and when, Mayor and Council are ready to make the early retirement offer to employees. Mayor Sessions concurred. Mayor pro tem Brown expressed his concerns with a department head taking the early retirement offer, will their position stay vacant. Dr. Gillen confirmed it would remain vacant until the new fiscal year. Monty Parks made a motion to move forward with the process. Jay Burke seconded. Vote was unanimous to approve, 6-0. Peter Gulbronson approached Mayor and Council to discuss the placement of additional Stop Signs on Van Horne. During the recent Public Safety Committee meeting it is their recommendation to add stop signs at all the cut-through between Solomon and Van Horne and to turn Meddin and Van Horne into a three way stop. This recommendation is based off of public input from the residents in the area. After a brief discussion, Spec Hosti made a motion to add stop signs at the intersection of Meddin and Van Horne and then at the cut-through in front of #32 Van Horn. Nancy DeVetter 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. Spec Hosti seconded. Vote was unanimous to approve, 6-0. 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 10:35PM. ______________________________ Janet R. LeViner, MMC Clerk - Page 9 -Item #4. File Attachments for Item: 7. AWR Contract: Alan Robertson - Page 10 -Item #7. 1 STATE OF GEORGIA ) COUNTY OF CHATHAM ) INDEPENDENT CONTRACTOR AGREEMENT This Agreement, made and entered into this _____ day of ______________, 2020, by and between the City of Tybee Island, Georgia (hereinafter the “City”) and AWR Strategic Consulting, LLC (hereinafter referred to as “AWR”). WITNESSETH: WHEREAS, the City is a Municipal Corporation in the State of Georgia; and WHEREAS, the City is in need of securing consulting services in connection with ongoing projects and operations and the timing of such projects, including securing grants in connection therewith is such that consulting services are appropriate by individual work orders given by proper authorization as is hereinafter provided; and WHEREAS, the City has previously worked with AWR in an independent professional consulting arrangement with numerous projects, including beach and dune projects requiring managerial and related activities; and WHEREAS, the City wishes to retain AWR for assistance in connection with securing grants for particular projects authorized by the Mayor and Council by individual work orders determined by particular scopes of work; and WHEREAS, the parties wish to enter into an Agreement whereby AWR will work with and on behalf of the City on a continuing consulting basis as an independent contractor; and WHEREAS, the parties wish to reduce their Agreement to writing; and - Page 11 -Item #7. 2 WHEREAS, in light of the professional nature of the services to be rendered and based on the history of prior projects and the experience AWR has secured in connection with working with the City, the procurement process need not apply for these sort of professional duties, services and experience; NOW, THEREFORE, in consideration of the mutual promises and undertakings contained herein, and other good and valuable consideration, the parties agree as follows: AWR shall perform services including supervision, grant applications and securing and planning, consulting and for all work which can be developed under individual addendums or work orders hereunder pursuant to the terms hereof. This Agreement shall be for a period of one year but will automatically be renewed for additional Twelve (12) month periods unless notice of election not to renew is provided by one party to the other at least Ninety (90) days prior to the anniversary date hereof for each of the three (3) succeeding Twelve (12) month periods. In the event notice of non-renewal is not provided, the full term of this agreement will be for three (3) successive Twelve (12) month periods. The foregoing terms are subject to the termination provisions of paragraph Ten (10) that either party may terminate this contract upon thirty (30) days written notice to the other party. 2. The scope of work for individual projects may be determined by written notice by the City Manager to AWR and to the Mayor and Council for matters on which the City seeks assistance, including the continuation of work on grant applications and authorized projects. Upon submittal of a written scope of work for a desired work order or a direction to perform services, the Mayor and Council shall have no less than Thirty (30) days within which to notify AWR and the City Manager not to perform the scope of work, work order or direction requesting performance - Page 12 -Item #7. 3 pending further review or additional communication with council or a possible determination by council that such work is not to be performed. Every authorization request for work shall contain an estimated cost for the proposed work and an estimated time line for completion. 3. AWR will report in writing or at a City Council meeting on the status of projects and work orders or directions issued pursuant to this Agreement to the City Manager and to the Mayor and Council as directed by the Mayor and Council or City Manager from time to time. Under this Agreement, AWR shall perform in a manner consistent with that degree of care and skill ordinarily exercised by consultants, managers or professional representatives currently practicing under similar circumstances at the same time and at the same or similar locality. All services performed shall be consistent with sound practices and shall incorporate compliance with federal, state and local codes, regulations and laws that are applicable at the time the consulting services are tendered. 4. Any supplies or materials needed for AWR to perform the functions outlined herein shall be purchased by and belong to the City; however, all of such purchases shall be approved by the City Manager or other authorized City official. Reasonable expenses for postage, copying and approved travel shall be reimbursed to AWR within thirty (30) days of the submission of an invoice. All travel anticipated must be approved in advance by the City Manager and any other expenses will be reimbursable only if the City, through the City Manager, authorizes such and agrees in writing that the City will be responsible therefor at least three (3) days prior to such expense being incurred. 5. AWR will respond within a reasonable period of time not to exceed forty-eight (48) hours to inquiries from authorized representatives of the City on issues relating to the projects and - Page 13 -Item #7. 4 as otherwise assigned and will provide advice, suggestions and consultation to City staff in connection with such projects. 6. It is understood between the parties that the City shall make all decisions concerning City personnel, City funds and budgeting and no expense chargeable to the City may be incurred by AWR without express prior authorization from the City Manager. AWR shall be authorized to hire other consultants, professionals, engineers, or other agents; however, any such person or entity shall be at AWR’s sole expense. 7. Specifically authorized representatives of the City including the City Manager, City Attorney, and elected officials may initiate contact with AWR regarding inquiries in connection with any project or addendum under this Agreement. Confirmation of any request for AWR's services shall be made by any such employee or agent of the City in writing indicating that the request is made pursuant to this Independent Contractor Agreement. 8. AWR is retained only for the purpose and to the extent set forth in this Agreement and Robertson’s relationship to the City shall be that of a independent contractor. As such, Robertson shall not be entitled to any retirement, health, or similar benefits which are available only to City employees. AWR shall indemnify and hold harmless the City and all of the City’s personnel and elected officials and agents from and against any claims, damages, losses and expenses (including attorney’s fees) arising out of or resulting from the performance of services provided that any such claim, damage, loss or expense is caused by the negligent act, omission, and/or strict liability of AWR, anyone directly employed by AWR or anyone for whose acts AWR may be liable. - Page 14 -Item #7. 5 9. AWR maintains insurance coverage as follows: commercial general liability; errors and omissions; and automobile liability insurance. The City should be named as an additional insured and/or the City may elect to be identified as the certificate holder in lieu of being an additional insured. 10. Notwithstanding any other provision hereof, either party may terminate this contract for any reason whatsoever, or for no reason at all, as the party may determine in its own discretion, upon thirty (30) days notice in writing to the other party. Notice as required in this paragraph or any other notices required or called for under this Agreement shall be directed as follows: To Robertson: Alan Robertson AWR Strategic Consulting, LLC PO Box 303 Tybee Island, GA 31328 To City: Mayor Shirley Sessions Or Her Successor in Office City of Tybee Island Post Office Box 2749 Tybee Island, Georgia 31328 with a copy to: City Manger Post Office Box 2749 Tybee Island, Georgia 31328 and to: Edward M. Hughes, Esq. Ellis Painter Ratterree & Adams PO Box 9946 Savannah, Georgia 31412 IN WITNESS WHEREOF, the parties hereto have hereunto set their hands and seal the day and year first above written. City of Tybee Island, Georgia - Page 15 -Item #7. 6 By: Shirley Sessions, Mayor Attest: Jan LeViner AWR STRATEGIC CONSULTING, LLC By: Alan Robertson, Principal Witness: APPROVED AS TO FORM: Edward M. Hughes Attorney for City of Tybee Island, Georgia The parties agree that the projects listed below are currently ongoing and will be and are a part of the contract as of the effective date Exhibit A Department of Community Affairs (DCA) Grant - Page 16 -Item #7. 7 AWR Strategic is the Project Manager for the $5 million grant awarded to the City by the DCA in August 2018. The deadline 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 AWR Strategic will be Project Manager for this 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. It is expected to take approximately 12-18 months to complete. US Corps of Army Engineers (USACE) Ship-Induced Wake Study AWR Strategic will be Project Manager for this project and coordinate with USACE on this study to examine the effects of the tsunami-like wakes created by freighter traffic on the north end of Tybee and develop a range of mitigation options for consideration by City Council. This project has a budget of $430,000 ($215,000 DCA grant as City’s 50% share with balance funded from USACE). It is expected to take approximately 12-18 months. Department of Natural Resources Coastal Incentive Grant (DNR CIG) AWR Strategic will be Project Manager for this project and coordinate 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 DNR has recommended our application to NOAA for funding. 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 AWR Strategic will be Project Manager for this project, assisting the City Engineer and coordinating with an outside engineering firm to develop a Master Stormwater Management Plan for the City. This grant proposal has been submitted to FEMA and will be notified in September if awarded. 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 18-24 months to complete. USACE 1037 Study AWR Strategic was Project Manager for the USACE beach nourishment project recently completed. In that role, they have become the City’s representative in discussions with USACE about extending the existing Agreement that will end in 2024 or finding alternatives to construction and financing of future beach nourishments should the - Page 17 -Item #7. 8 current Agreement with USACE not be extended. Other Associated Projects AWR Strategic is working with City staff, principally the City Manager and City Engineer, as Project Manager on associated projects, including but not limited to: Representing the City in working with University of Georgia, Georgia Southern, Georgia Tech, Skidaway Institute of Oceanography, and other schools on research projects Representing the City in working with other State, Federal and Non-GMO agencies such as ASBPA, NAS, USFS, NASA, United States Geological Service (USGS), US Sustainability Directors Network (USSDN), and others Identifying other grant opportunities and writing competitive grant proposals DNR and USACE permitting Other Project Management as required City of Tybee Island, Georgia By: Shirley Sessions, Mayor Attest: Jan LeViner AWR STRATEGIC CONSULTING, LLC By: Alan Robertson, Principal Witness: APPROVED AS TO FORM: Edward M. Hughes Attorney for City of Tybee Island, Georgia - Page 18 -Item #7. File Attachments for Item: 8. Skidaway Institute Dune Monitoring - Page 19 -Item #8. SPONSORED RESEARCH AGREEMENT This Sponsored Research Agreement (“Agreement”) is between the University of Georgia Research Foundation, Inc., a Georgia non‐profit corporation with principal offices in Athens, Georgia (“UGARF”), and City of Tybee Island, a Georgia municipality organized under the laws of Georgia with a principal place of business located at PO Box 2749, Tybee Island, GA 31328 (“Sponsor”). UGARF and Sponsor each may be referred to individually as a “Party” and/or collectively as the “Parties.” UGARF and Sponsor desire to enter into an agreement whereby Sponsor will fund research to be performed at the University of Georgia (“UGA”). UGA is governed by the Board of Regents of the University System of Georgia (“Regents”), and Regents have authorized UGARF to contract for research projects that will be subcontracted to, and performed by, UGA. In addition, UGARF is Regents’ assignee of certain intellectual property created by UGA employees in the course of their employment. NOW, THEREFORE, in consideration of the mutual obligations stated herein, and for other value consideration the receipt and sufficiency of which is hereby acknowledged, the Parties agree as follows: 1. Research Project. UGARF will complete, or have completed, the research project titled “Development and Documentation of Best Practices for Drone Monitoring of Man‐made Dunes on the Georgia Coast: A Tybee Island Case Study” and further described in Appendix A (“Project”) by subcontracting performance of the Project to UGA. UGARF, through its subcontractor UGA, will use reasonable efforts to perform the Project according to the standards customary among U.S. research universities. 2. Principal Investigator. The “Principal Investigator” is responsible for directing performance of the Project at UGA. Dr. Clark Alexander shall be the Principal Investigator. However, if for any reason Dr. Alexander becomes unavailable to complete the Project, then with Sponsor’s prior approval (which approval Sponsor shall not unreasonably withhold) UGARF may replace Dr. Alexander with another qualified researcher who will then serve as Principal Investigator and direct the Project at UGA. 3. Cost of Project. This is a FIXED PRICE agreement, and Sponsor shall deliver payments to UGARF per the budget and payment schedule identified in Appendix B. UGARF may issue invoices to Sponsor that coincide with the payment schedule, and in that case Sponsor shall deliver payment to UGARF in the amount of each invoice within thirty (30) days of receipt of the invoice, or by the date identified as the due date on the invoice, whichever is later. Overdue payments will bear interest at the rate of 12% per annum from the date due until paid, and this interest provision survives termination. 4. Term. This Agreement will begin on June 1, 2020 (“Effective Date”) and will end on the earlier of May 31, 2021, or early termination of this Agreement by mutual agreement of the Parties or pursuant to Section 17 herein (“Term”). 5. Confidential Information. “Confidential Information” means all Project Intellectual Property and descriptions thereof shared by one Party (the “Provider”) to the other (“the Recipient”), and also means all information embodied in written, electronic, biological, chemical, or any other tangible form, which is disclosed or provided under this Agreement by one Party (the “Provider”) to the other Party (the “Recipient”) and is marked confidential at time of disclosure. “Confidential Information” also includes all orally disclosed information where Provider declares such information to be confidential at the time of - Page 20 -Item #8. 2 initial disclosure and confirms such declaration by written notice to the Recipient within thirty (30) days of initial disclosure. 5.1. Applicability to Subcontractor. Notwithstanding the foregoing, the Parties acknowledge and agree that UGA, as UGARF’s permitted subcontractor hereunder, may be the Provider of Confidential Information to Sponsor and may also be the Recipient of Confidential Information from Sponsor. In any subcontract for the performance of this Agreement from UGARF to UGA, UGARF shall require UGA to adhere to the obligations imposed upon UGARF herein with respect to Sponsor’s Confidential Information. Sponsor agrees to protect Confidential Information received from UGA under the terms provided herein for the protection of Confidential Information disclosed to Sponsor by UGARF. 5.2. Limited Exchange. The Parties agree they will only exchange Confidential Information for performance of the Project or otherwise as necessary to perform this Agreement. 5.3. Obligation of Confidentiality and Limited Use. Except to the extent required by law, during the Term and for a period of three (3) years thereafter, the Recipient of Provider’s Confidential Information (a) shall not disclose such Confidential Information to any third party without prior written consent of the Provider; and (b) shall only use Provider’s Confidential Information as necessary to perform the Project and/or this Agreement. 5.4. Exceptions. The Recipient shall have no obligations under Paragraph 5.3 with respect to any portion of the Provider’s Confidential Information that: a. is or becomes available to the public by through no fault of the Recipient; b. is obtained by the Recipient from a third party who had the legal right to disclose it to the Recipient; c. the Recipient already possesses, or independently develops without reference to the Confidential Information provided by Provider, as evidenced by written records; and/or d. is required to be disclosed by law. 6. Equipment. Except as may be expressly set out herein, Sponsor shall have no ownership, license, or any other right, title, or interest in or to equipment, supplies, and/or other tangible or intangible supplies and other materials purchased or developed under this Agreement with funding from Sponsor under this Agreement. 7. Work Product. UGARF owns all data and results generated by UGARF and/or UGA in performance of the Project (“Work Product”); however, Work Product specifically excludes Project Intellectual Property (as defined in Section 8 below). Subject to the provisions of Paragraph 17.4, UGARF hereby grants to Sponsor, for Sponsor’s internal use only, a non‐exclusive, perpetual license to use and reproduce, but not transfer to third parties or sell, that Work Product delivered to Sponsor under this Agreement. 8. Ownership of Project Intellectual Property. “Project Intellectual Property” means all forms of intellectual property under the laws of any state or country, and all legal rights therein, in and to any inventions, patentable discoveries, and/or software, that are first made or reduced to practice in performance of the Project. - Page 21 -Item #8. 3 8.1 “Sponsor Intellectual Property” means all Project Intellectual Property that is invented and/or developed solely by one or more employees of Sponsor. All right and title in and to Sponsor Intellectual Property shall be owned by Sponsor and is hereby assigned to Sponsor. Sponsor may, in its sole discretion and at its sole expense, seek legal protection for any Sponsor Intellectual Property. 8.2 “UGARF Intellectual Property” means all Project Intellectual Property that is invented and/or developed solely by one or more employees or students of Regents at UGA. All right and title in and to UGARF Intellectual Property shall by owned solely by UGARF is hereby assigned to UGARF. 8.3 “Joint Intellectual Property” means all Project Intellectual Property that is invented and/or developed jointly by one or more employees or students of Regents at UGA and by one or more employees of Sponsor. All right and title in and to Joint Intellectual Property shall be owned jointly by UGARF and Sponsor. The Parties shall negotiate an intellectual property management agreement to define their respective rights and obligations with respect to legal protection, payment of expenses, licensing, and enforcement of Joint Intellectual Property. 9. Disclosure of Project Intellectual Property. Each Party shall disclose all Project Intellectual Property promptly to the other Party in writing, but no later than thirty (30) days after the end of the Term. Each Party agrees that it shall not file any patent applications or other forms of intellectual property protection on any Project Intellectual Property without prior notice to the other Party. 10. Option Rights in Project Intellectual Property. UGARF grants to Sponsor an exclusive option to negotiate an exclusive license to UGARF Intellectual Property and/or UGARF’s interest in Joint Intellectual Property (“Option Intellectual Property”). Sponsor’s option rights to particular Option Intellectual Property shall begin upon UGARF’s disclosure of such to Sponsor and shall expire ninety (90) days after UGARF’s disclosure of such Option Intellectual Property to Sponsor (“Option Period”). 10.1 Exercise of Option. At any time during the Option Period associated with particular Option Intellectual Property, Sponsor may either (i) terminate its option rights to such by written notice to UGARF; or (ii) exercise the option to such Option Intellectual Property by written notice to UGARF that identifies the particular Option Intellectual Property of interest to Sponsor. Upon UGARF’s timely receipt of any such written notice from Sponsor exercising the option, the Parties shall enter a ninety (90) day period (“Negotiation Period”) during which they shall in good faith negotiate a commercially reasonable license to the Option Intellectual Property identified in the notice. 10.2 Expiration of Option. UGARF shall have no further obligation to Sponsor with respect to, and Sponsor shall have no further option rights in, Option Intellectual Property disclosed by UGARF to Sponsor upon the earlier of: (i) termination of Sponsor’s option rights by written notice from Sponsor to UGARF; (ii) the expiration of the Option Period without Sponsor having provided timely written notice to UGARF exercising the option as set out in Paragraph 10.1; or (iii) expiration of the associated Negotiation Period with no executed license to such Option Intellectual Property. 10.3 Option Intellectual Property Filings. UGARF may in its sole discretion seek legal protection for any UGARF Intellectual Property, and UGARF may file for and prosecute any patent or other applications thereon in UGARF’s sole discretion. Further, prior to the execution of a formal intellectual property management agreement governing Joint Intellectual Property (Paragraph - Page 22 -Item #8. 4 8.3), UGARF may in its sole discretion seek legal protection for such Joint Intellectual Property with prior notice to Sponsor, and UGARF may file for and prosecute any patent or other applications thereon in UGARF’s sole discretion with prior notice to Sponsor. 10.4 Option Intellectual Property Expense Reimbursement. Sponsor shall reimburse UGARF for any and all expenses incurred by UGARF related to the protection of Option Intellectual Property during the associated Option Period. UGARF shall from time to time send invoices to Sponsor for such reimbursement, and Sponsor shall deliver payment per each such invoice within thirty (30) days of its receipt by Sponsor (or upon a later date if so indicated on the invoice). In addition to and other rights and/or remedies UGARF may have, Sponsor’s failure to make any such reimbursement when due shall immediately terminate Sponsor’s option rights to the associated Option Intellectual Property. 11. U.S. Government Rights. In the event that UGARF is required to grant, and/or has granted, to the U.S. federal government any rights in and to Project Intellectual Property, then the Parties agree that their rights to such Project Intellectual Property is subject to the provisions of 37 CFR 401, et al. 12. No Implied or Background Rights. No rights or obligations other than those expressly recited herein are granted or may be implied by this Agreement. Nothing herein constitutes a license or other transfer of rights in or to any intellectual property that is not explicitly the subject of this Agreement. 13. Publication. Sponsor acknowledges and agrees that UGARF, UGA, and/or Principal Investigator shall have the sole and unrestricted right to publish or otherwise disclose the Project protocol and results of the Project, but only to the extent doing so does not impermissibly disclose Confidential Information disclosed by Sponsor to UGARF and/or UGA hereunder. To avoid loss of patent rights from premature public disclosure, UGARF shall require the Principal Investigator to deliver to Sponsor all proposed articles, manuscripts, presentations, or any other publication of the Project prior to public disclosure. Sponsor may review and provide comment, if any, for a period of thirty (30) days after receipt of the proposed publication or other public disclosure. Upon Sponsor’s notice to UGARF that Sponsor desires to file an application to protect certain Project Intellectual Property related to the proposed publication, UGARF shall require Principal Investigator to delay publication until the first of the following has occurred: (i) a patent application has been filed on such Project Intellectual Property; or (ii) the Parties agree not to pursue protection for such Project Intellectual Property; or (iii) sixty (60) days have expired after Sponsor’s notice to UGARF. 14. DISCLAIMER OF WARRANTIES. THE PROJECT WILL BE CONDUCTED IN UNIVERSITY FACILITIES AND IS EXPERIMENTAL IN NATURE. WORK PRODUCT AND PROJECT INTELLECTUAL PROPERTY ARE PROVIDED “AS IS.” UGARF, REGENTS, AND PRINCIPAL INVESTIGATOR MAKE NO REPRESENTATIONS OR WARRANTIES OF ANY KIND, EXPRESS OR IMPLIED, REGARDING THE SAFETY, UTILITY, VALUE, PERFORMANCE, MARKETABILITY, OR FITNESS FOR ANY PARTICULAR PURPOSE OF THE PROJECT, WORK PRODUCT, CONFIDENTIAL INFORMATION, OR PROJECT INTELLECTUAL PROPERTY, OR THAT SUCH DO NOT INFRINGE ANY THIRD PARTY PROPERTY RIGHTS. 15. INDEMNIFICATION. SPONSOR SHALL AT ALL TIMES INDEMNIFY, PAY FOR THE DEFENSE OF, AND HOLD HARMLESS UGARF, REGENTS, AND UGA, AND THEIR RESPECTIVE REGENTS, DIRECTORS, OFFICERS, EMPLOYEES, STUDENTS, AND AGENTS FROM AND AGAINST ANY AND ALL CLAIMS, PROCEEDINGS, EXPENSES, LOSSES, DAMAGES, JUDGMENTS, AND/OR LIABILITIES OF ANY KIND WHATSOEVER, INCLUDING LEGAL EXPENSES AND ATTORNEYS’ FEES, ARISING OUT OF OR RELATING TO SPONSOR’S USE - Page 23 -Item #8. 5 OF WORK PRODUCT, CONFIDENTIAL INFORMATION, AND/OR PROJECT INTELLECTUAL PROPERTY, INCLUDING, BUT WITHOUT LIMITING THE FOREGOING, THE DEATH OF, OR OTHER BODILY INJURY OR OTHER PERSONAL INJURY TO, ANY ONE OR MORE PERSONS. 16. Insurance. Sponsor shall obtain and carry liability insurance in an amount commensurate with similarly situated companies, with UGARF and Regents named as additional insureds with respect to Sponsor’s products, continuing operations, and completed operations coverage. This insurance shall be primary and non‐contributory to other insurance available to UGARF or Regents, and insurers shall waive their rights of subrogated recovery against UGARF and Regents. During the Term, Sponsor shall give UGARF thirty (30) days’ prior written notice of cancellation of any policy relied upon by Sponsor to meet its requirements hereunder. 17. Early Termination. 17.1. Termination for Convenience. This Agreement may be terminated for convenience by either Party upon ninety (90) days’ prior written notice (“Final Termination Notice”), in which case termination shall be effective as of the ninetieth (90th) day after notice or upon a later date identified in the notice (“Effective Date of Termination”). 17.2. Termination for Breach. If a Party materially breaches (“Breaching Party”) any material term of this Agreement and fails to cure such breach within thirty (30) days after receipt of written notice of such breach by the other Party (“Terminating Party”), then the Terminating Party may thereafter deliver, at any time during the Term while the noticed breach remains uncured, notice of termination (“Final Termination Notice”) to the Breaching Party, in which case this Agreement automatically shall terminate as of the date of the Breaching Party’s receipt of such Final Termination Notice or on a later late identified in such notice (“Effective Date of Termination”). 17.3. Payment upon Early Termination. Upon termination of this Agreement by Sponsor under Paragraph 17.1 or by UGARF under Paragraph 17.2, Sponsor shall deliver payment to UGARF within thirty (30) days of Sponsor’s receipt of UGARF’s invoice for: (i) all amounts due and owing up to and including the Effective Date of Termination per the payment schedule at Appendix B; (ii) all work actually performed by UGARF and/or UGA but not otherwise paid under (i) above; and (iii) all non‐cancelable obligations incurred by UGARF and/or UGA prior to the Final Termination Notice but not otherwise paid under (i) above (together, the “Termination Payment”). However, in the event that, as of the Effective Date of Termination, UGARF has received payment from Sponsor in an amount greater than the Termination Payment, then UGARF shall return the excess amount to Sponsor. 17.4. Rights and Obligations Extinguished upon Early Termination. Upon termination of this Agreement by Sponsor under Paragraph 17.1 or by UGARF under Paragraph 17.2, then as of the Effective Date of Termination: (i) Sponsor’s option rights to all Option Intellectual Property are terminated; (ii) Sponsor’s right and license to Work Product is terminated; and (iii) UGARF’s obligations to conduct the Project, deliver Work Product, and disclose Project Intellectual Property are terminated. 18. Return or Destruction of Confidential Information. Upon termination of this Agreement for any reason, each Recipient of Confidential Information shall destroy all of the Provider’s Confidential Information that the Recipient has in its possession or control; or upon timely notice from the Provider, - Page 24 -Item #8. 6 the Recipient shall return such Confidential Information to the Provider at the Provider’s expense. However, each Recipient may keep one (1) copy of the Discloser’s Confidential Information to the extent required by the Recipient’s records retention policies, but the Recipient may not use or access any such retained Confidential Information of the other Party for any purpose whatsoever except to the extent required by law. 19. Integration. This Agreement and its appendices and attachments embody the entire understanding of the Parties with respect to the matters herein and supersede all previous communications, either oral or written. 20. Amendment. This Agreement may be amended only by mutual written agreement. Without limiting the foregoing, the terms and conditions of any purchase order that may be associated with the Project or this Agreement do not apply, and the terms stated in this Agreement shall control regardless of when the purchase order is issued or whether statements on the purchase order indicate otherwise. 21. No Assignment. A Party may not assign, or subcontract performance of, this Agreement to any third party without the prior written consent of the other Party; except that UGARF may subcontract performance of the Project and this Agreement to UGA under the terms set forth in herein. 22. Independent Contractor. UGARF’s relationship to Sponsor is that of independent contractor and not employee, joint venturer, or partner. 23. Use of Names. Neither Party may use the names or marks of the other Party or its subcontractors in publicity without prior written approval from the owner of the name or mark. Notwithstanding, a Party may use the name of the other Party solely to accurately identify the source of funding or the Project. 24. Governing law. This Agreement is to be governed by and construed under the laws of the state of Georgia without regard to its conflict of law rules. 25. Export Controls. Work Product, Project Intellectual Property, and Confidential Information may be subject to U.S. export control laws, sanctions, and/or embargo requirements. Sponsor shall be solely responsible for complying with such laws and other requirements in its use of any rights, information, and/or materials obtained under this Agreement. Sponsor understands and agrees that UGARF makes no representations that an export license may not be required nor that, if required, such an export license will issue with respect to any rights, information, and/or materials delivered by UGARF and/or UGA to Sponsor under this Agreement. At the time of disclosure to UGARF and/or UGA, Sponsor shall identify and mark with a legend any information and/or materials subject to U.S. export control laws, sanctions, and/or embargo requirements before providing such to UGARF or UGA under this Agreement. UGARF and/or UGA may decline to accept any such information or materials from Sponsor. 26. Severability. All rights and duties herein are binding only to the extent that they do not violate any laws. If any provision of this Agreement is held by a court of competent jurisdiction to be invalid, illegal, or unenforceable, it is the intent of the Parties that any such provision be replaced by a valid provision that implements the purpose of the illegal, invalid, or unenforceable provision. In the event that any provision essential to the purpose of this Agreement is held to be illegal, invalid, or unenforceable by a court of competent jurisdiction, all right of appeal has been exhausted, and such essential provision - Page 25 -Item #8. 7 cannot be replaced by a valid provision that will implement the purpose of this Agreement, then this Agreement and the rights granted herein shall automatically terminate. 27. Force Majeure. Delays in, or failure of, performance by any Party will not constitute default, or trigger any claim for damages, if and to the extent such damages are caused by acts of God, strikes, work stoppages, civil disturbances, fires, floods, explosions, riots, war, rebellion, and/or sabotage. 28. Notices. All notices to a Party under this Agreement must be delivered in person, by email, or via commercial carrier with tracking to the Administrative Contact identified in Appendix C for such Party, or to such other persons and addresses as may be designated by such Party as its Administrative Contact by written notice to the other. Notice shall be effective upon receipt. 29. Survival. All provisions of this Agreement that expressly survive termination do survive termination, as well as Sections 5‐15, 16‐17, and 19‐28 (except to the extent rights are extinguished by Section 17.4). IN WITNESS whereof, the Parties have executed this Agreement by their authorized representatives on the dates indicated below. University of Georgia City of Tybee Island Research Foundation, Inc. Name: Name: Title: Title: Date: Date: - Page 26 -Item #8. APPENDIX A – PROJECT A Proposal to the City of Tybee Island Development and Documentation of Best Practices for Drone Monitoring of Man-made Dunes on the Georgia Coast: A Tybee Island Case Study Proposed by: Dr. Clark Alexander Director and Professor UGA-Skidaway Institute of Oceanography Savannah, GA 31411 clark.alexander@skio.uga.edu Time Requested: 12 months Period of Performance: June 1, 2020 – May 31, 2021 Budget Requested: $69,820 Background In natural systems, coastal sand dunes have always been the first line of defense in protecting against shoreline erosion during periods of elevated sea level and wave attack during storms. These features act as sacrificial stores of sand that are preferentially eroded and redistributed within the coastal system. In addition, for developed settings, dunes provide a bulwark against damage and loss of upland infrastructure, both public and private. Dune creation as a way to protect upland infrastructure is not a new idea, but one that has taken on new prominence with increases in coastal development, rates of sea level rise, and storm intensity in the past decades. Many man-made dune projects have been built to specific engineering design standards to address needs in specific locations, but typically lacked detailed plans to monitor the performance and change of these features with time. Further, any monitoring that was conducted typically involved a tradeoff between data coverage and the cost/labor/time involved to collect the data. Typically this resulted in a low density sampling at infrequent intervals, inadequate to monitor detailed change in response to environmental conditions. Recently, the wide availability and ease of use of unmanned aerial systems (UAS; i.e., drones) has provided a comprehensive, rapid, efficient way to collect data for man-made dunes systems, at a frequency that is responsive to seasonal changes of the beach. Although dune creation has been planned for coastal Georgia, best practices for monitoring these construction projects has yet to be documented. This proposal will monitor the new dunes on Tybee Island, scheduled to be completed by April 2020, and will develop a work plan and monitoring framework that will be developed into a best-practices guidance document that can be used by the City of Tybee or other municipalities to monitor future dune creation and enhancement projects. The City of Tybee has received funding through a coastal incentive grant from the Georgia Department of Natural Resources to support monitoring the success of vegetative plantings on these new dunes. We will coordinate closely with those researchers to develop an integrated, best practices guidance document. - Page 27 -Item #8. 9 An UAS is currently being used by my lab group to monitor the changes occurring to an artificially created sand berm on the north shore of Cockspur Island (just west of Tybee Island), the home of Fort Pulaski National Monument (FPNM). This sand berm was created by the US Army Corps of Engineers from dredge material in partnership with the GA–DNR and NPS-FPNM in 2015, to protect Ft. Pulaski cultural resources from destruction by erosion, and as an experimental beneficial use of dredge material. Using an UAS, we have been monitoring the sand berm and its dynamics since summer 2017. Each flight collects a set of photographs that are combined to create a photomosaic. This photomosaic is georeferenced to real-world coordinates, and a digital surface model (DSM) is created from this photomosaic using photogrammetric techniques. Time-sequential DSMs are subtracted in a GIS to determine areas and volumes of sand change. In this current study, we have been able to identify which areas are eroding and accreting most rapidly, highlight what directions sediment is being transported, determine the lifespan of the deposit so that plans can be made to replenish the feature at the appropriate time, and have determined that only quarterly surveys are necessary to adequate capture seasonal shoreline change. Study Area Tybee Island is located at the mouth of the Savannah River on the Atlantic Ocean. To the north, the island is bordered by the south channel of the Savannah River, to the east by the Atlantic Ocean, and on the south and west by Tybee Creek and an expansive tidal marsh system. Historically, sea walls, groins and revetments have been built to replace the natural dune system on the island as it has eroded away. Before the current dune restoration, the dune system was discontinuous and occurred mainly on the central portion of the oceanfront beach and on the north end of the island, both as a result of beach renourishment efforts on the island. The proposed surveys will cover the entire constructed dune system, beginning from the north federal groin (Fort Screven) to the southern tip of the island (end of Chatham Avenue) and stretches about 4.5 km (3 miles). The survey area will be divided into seven rectangular sections. Each section will have a buffer around the edge of the dune to avoid distortion when creating the Digital Surface Model (DSM). The seaward extent of the buffer will include as much of the beach surface as possible, and will abut residential housing, parking lots and streets on the landward side. This will not only help create a well-defined image, but also provide insight into sediment movement within close proximity to the dune field. The total area covered in this survey is approximately 0.5 km2 (0.18 mi2; Fig. 1). - Page 28 -Item #8. 10 Figure 1. Map of Tybee Island showing the proposed survey boxes for artificial dune monitoring. Based on drone battery endurance from prior experience, seven separate survey flights (red boxes) will be required to cover the complete dune system. Methods & Equipment Data Collection: - Page 29 -Item #8. 11 For this study we will be using a DJI Phantom 4 Pro and a DJI Phantom 4 RTK unmanned aerial system to survey and acquire images of the dunes and their immediate surroundings. Both drones are equipped with high definition cameras and are some of the most popular drones for mapping and photogrammetry. The DJI Phantom 4 RTK is similar to the DJI Phantom 4 Pro, but is equipped with a real-time kinematic (RTK) unit to produce highly accurate aerial maps with no or a very limited number of Ground Control Points (GCP) needed. Given the slightly curving shoreline and the expanse of the study area, the area of survey will be divided into seven different sections, each averaging 0.65 km (0.41 mi) in length. Each section overlaps with the neighboring section to assure a seamless mosaic. Square targets with a black and white checkered pattern are placed throughout the study area and serve as GCPs. To achieve greatest accuracy, 5 to 12 GCPs, depending on which drone will be used, will be randomly placed in each section before each flight and immediately removed after the flight is completed. The center of each GCP target will be measured using a mobile real-time kinematic GPS unit (RTK-GPS). The RTK system provides sub-decimeter accuracy in elevation and coordinate measurements. In addition to GCPs, 20 to 25 accuracy points will be surveyed to aid in the post processing of the acquired images, as needed. Double gridded flight patterns (flying parallel and perpendicular to the dune line) will be set using Pix4D capture and the DJI GS RTK application before each flight. To achieve an optimal ground sampling distance of approximately 1.50 cm/pixel, the drone will be flown at 50 to 53 m (approx. 160 to 175 ft.) flight altitude. Images taken during the flights will be stored on 128 GB SD cards and processed at the UGA Skidaway Institute of Oceanography. Each section will take approximately 60 minutes to fly, including the time it takes to land and replace batteries mid-survey, given the flight altitude and area. Battery life is estimated to be about 30 minutes, therefore two to three batteries per section will be needed. The survey crew consists of at least two people: the remote pilot in command (PIC) who manipulates the flight controls and the visual observer (VO) who scans the airspace where the drone is operating for any possible hazard like birds or power lines. A third person might be potentially added to the crew to survey the GCPs and accuracy points while the drone is being flown and therefore expedite the survey process. RTK- GPS equipment accuracy will be assessed on a survey-by-survey basis by taking two 180 second observation at a known National Geodetic Survey horizontal and vertical survey benchmark on or close to Tybee Island. Limitations on the data collection method include weather, temperature, beach traffic and battery life. Only conditions with no precipitation, wind speeds below 18 knots, a temperature below 35 degrees Celsius, and with a cloud ceiling 500 feet above planned flight altitude are within equipment operating limits. Batteries require a cool down period after use and therefore can’t be immediately recharged and cycled back into use. Taking these limitations into account, we propose to fly in the mornings on weekdays and complete each survey within five days. Surveys will be completed on a quarterly basis. A similar study on nearby Cockspur Island has shown that monthly surveys did not show significant changes in beach morphology, but a quarterly survey schedule was appropriate to monitor change and to follow sediment movement. The first survey was collected in mid-March 2020, based on the completion time of the dune system, to establish a baseline and a first draft monitoring protocol. This flight will begin the quarterly survey schedule. The dune vegetative plantings will be completed in April 2020, but these activities will not impact - Page 30 -Item #8. 12 our surveys. Consequent surveys will be scheduled for mid-June, September and December 2020. In addition to regularly scheduled surveys, one additional survey will be performed after a major event (i.e., a winter storm or hurricane). If a hurricane does not occur within the year, as we all hope it does not, I am confident that Tybee will endure one major winter storm within this period. In flight pre-planning, we will coordinate with Alan Robertson and City of Tybee public safety officials to plan our surveys when Tybee public events are not scheduled and will contact them again one week in advance of the survey to assure that no events or other concerns have arisen. During the study, the data collection protocols will begin to be developed and documented for later use in a best-practices manual for monitoring beaches and dunes with drone equipment. This manual will be formalized and subsequently updated with insights gained through additional monitoring work in Phase II (years 2 and 3 of the project), currently proposed to the USACE for support. As noted above, this proposal will coordinate closely with the dune-vegetation monitoring project currently funded by the DNR-CIG program. We will gather pre-project and as-built data available from the USACE and Tybee dune contractor, to provide added insight into the sand redistribution patterns on the beach. Data Processing: After each survey the acquired geotagged images will be processed in Pix4Dmapper Pro. All photos and GCPs will be loaded into one project to create a point cloud using Structure-from -Motion photogrammetric techniques within Pix4D. The concept is based on acquiring the geometry of a feature or object from analyzing multiple, overlapping images taken from different perspectives. The resulting point cloud can then be interpolated into a digital surface model (DSM), a cell gridded, raster-based representation of height values of the point cloud. This point cloud is tied to real-world coordinates and elevations using the RTK-GPS surveyed points taken at the time of the imagery collection. DSM’s are imported into ArcGIS where volumetric and morphological changes can be computed and presented as maps. The final product will consist of maps, GeoTiffs (georeferenced [.tif] format files) with a 1 m x 1 m resolution and as tabular data in digital format. Equipment & Software: All equipment and software needed to perform the proposed activities are already in the possession of the Alexander lab at the UGA Skidaway Institute of Oceanography. 1) DJI Phantom 4 Pro with an aerial-optimized f/2.8 wide-angle lens camera with a 24 mm equivalent focal length and mechanical shutter. Remote Control with Ipad and sun shield DJI and Pix4D capture application software. 2) DJI Phantom 4 RTK with RTK receiver to provide cm-level mapping accuracy SDK Remote Controller, DJI GS RTK application 8 x intelligent flight batteries 2 x 128 GB SD card (1 card per complete survey) - Page 31 -Item #8. 13 3) Trimble RTK-GPS (antenna, controller, mifi hotspot), tripod and survey pole 4) 15 custom-built GCPs 5) Beach cart to transport materials to study areas 6) Log books, chargers, backpacks, robust GIS computer, 24TB archival server 7) Pix4Dmapper Pro photogrammetric software 8) ESRI ArcGIS 10.5 desktop software Project Deliverables The proposed project is focused on the collection of aerial imagery, aerial photogrammetry to produce geospatial products for analysis, and the production of a best practices manual for monitoring created dune systems. The proposed surveys (see Figure 1) will cover the entire constructed dune system, beginning from the north federal groin (Fort Screven) to the southern tip of the island (end of Chatham Avenue), and stretches about 4.5 km (3 miles). The survey area will be divided into seven rectangular sections. The total area covered in this survey is approximately 0.5 km2 (0.18 mi2). Five surveys will be conducted: four quarterly surveys; and one “event” survey after a hurricane or major storm event. The project deliverables are as follows: Geospatial data products 1) Georeferenced individual images taken of the dunes and beach. There will be 7 survey boxes, each of which typically contain ~2,000 images, for a total of ~14,000 images per quarterly survey. Over the 5 surveys, we will collect ~70,000 images. 2) Georeferenced photomosaics of each survey box. All images from each survey will be mosaiced to create single images covering each survey box. There will be 7 boxes * 5 surveys, for a total of 35 photomosaics. Printed copies of each survey box photomosaic will be provided. Single, whole beach photomosaics of each survey can be produced if desired, but the files are extremely large (100s of GB), and not easily manipulated. 3) Georeferenced digital surface models (DSMs) of each survey box. Georeferenced point clouds of elevation data will be produced from each survey photomosaic using photogrammetric techniques to create single DSMs for each survey box. There will be 7 boxes * 5 surveys for a total of 35 DSMs. DSMs will be provided as GeoTiffs (georeferenced [.tif] format image files) with a 1 m x 1 m resolution, and as XYZ text files. Printed copies of each survey box DSM will be provided as well. Single, whole beach DSMs of each quarterly survey can be produced if desired. Technical report and components 1) A technical report containing the approach, methods, procedures, results and interpretation of the data collected in this study. Major components will include the following: a) An analysis of dune creation volumes and locations on the beach using USACE pre-project topographic data, contractor as-built topographic survey data, and drone-derived March 2020 DSMs. - Page 32 -Item #8. 14 b) A sequential volumetric analysis of dune volumes and changes over the 5 survey periods. These analyses will identify locations and volumes of sand being redistributed within the new dune system, and will project future changes in dune integrity. c) An analysis of vegetation height change over the 5 surveys, and a comparison of dune integrity in areas with no vegetation versus areas with vegetation (working with CIG-funded Georgia Southern researchers). d) A work plan and monitoring framework that will form the foundation for a best- practices manual for dune and beach monitoring with drones. This manual will be formalized and subsequently updated with insights gained through additional monitoring work in Phase II (years 2 and 3 of the project), currently proposed to the USACE for support. Budget Justification Funds requested in this budget directly support the activities described above. Alexander requests 0.5 m of salary support ($9,125) to oversee the project. Each beach survey flight is anticipated to take about a months’ time, with about one week each to prepare for and plan the flight, conduct the data collection, perform image processing, integrate the data into the GIS and conduct GIS analyses, and write up results from each survey. With 5 flights scheduled, and with analysis of pre-existing data, this equals about eight months of technician time required for this one-year project. This proposal requests eight months’ salary support ($33,336) for Claudia Venherm, Alexander’s extremely experienced, FAA-certified drone technician who is currently conducting the drone surveys at Fort Pulaski. Combined fringe benefits costs of $16,762 are also requested for Alexander and Venherm. Other costs requested include: $250 for travel to and from the study site, $4,000 in expendable supplies for fieldwork (new GCPs, drone batteries, needed drone repairs and propellers, portable hard drives for data sharing, partial cost of the ESRI ArcGIS and Pix4D photogrammetry software maintenance contracts). All direct costs total $63,473 and Indirect costs are $6,347 (using the 10% indirect cost rate for state-to-state entity contracting). The total requested to fund this research and best practices development project is $69,820. - Page 33 -Item #8. 15 APPENDIX B – BUDGET Sponsor shall deliver a series of payments to UGARF per the following payment schedule. Due Date Payment Amount September 30, 2020 $17,455.00 December 31, 2020 $17,455.00 March 31, 2021 $17,455.00 June 30, 2021 $17,455.00 $69,820.00 Total Fixed Price Amount Due under this Agreement UGARF may issue invoices to Sponsor that coincide with the payment schedule, and in that case Sponsor shall deliver payment to UGARF in the amount of each invoice within thirty (30) days of receipt of the invoice, or by the date identified as the due date on the invoice, whichever is later. Overdue payments will bear interest at the rate of 12% per annum from the date due until paid, and this interest provision survives termination. Sponsor shall make payment via check to the University of Georgia Research Foundation, Inc. delivered to the UGARF Financial Contact identified in Appendix C or to the individual, office, and address identified on UGARF’s invoice if different than Appendix C. Alternatively, Sponsor may deliver payment to UGARF via wire transfer upon request. - Page 34 -Item #8. 16 APPENDIX C – CONTACT INFORMATION This Appendix C identifies each Party’s “Administrative Contact,” who is its notice agent. In addition, this Appendix C identifies UGARF’s “Financial Contact,” to whom Sponsor may deliver payments due under this Agreement. Further, for the convenience of the Parties, this Appendix C also identifies contact information for the Principal Investigator and Sponsor’s Project Director and Financial Contact. UGARF SPONSOR Administrative Contact Name: Jason Reisfeld, Grants Officer Address: 310 E. Campus. Rd., Tucker Hall 407 Athens, GA 30602‐1589 Telephone: 706‐542‐5856 Email: jnreis@uga.edu Administrative Contact Name: Address: Telephone: Email: Principal Investigator Name: Clark Alexander, Ph.D. Address: Skidaway Institute of Oceanography University of Georgia 10 Ocean Science Circle Savannah, GA 31411 Telephone: 678‐572‐3015 Email: clark.alexander@skio.uga.edu Project Director Name: Address: Telephone: Email: Financial Contact Name: Brad Langford, Director of Post Award Address: Post Award Accounting 310 E. Campus Rd., Tucker Hall 411 Athens, GA 30602‐1589 Telephone: 912‐598‐2329 Email: cgadmin@uga.edu Financial Contact Name: Address: Telephone: Email: - Page 35 -Item #8. - Page 36 -Item #8. - Page 37 -Item #8. - Page 38 -Item #8. - Page 39 -Item #8. - Page 40 -Item #8. - Page 41 -Item #8. - Page 42 -Item #8. - Page 43 -Item #8. File Attachments for Item: 9. Verizon Temporary Tower Location/Lease: 4th Amendment to Lease Agreement - Page 44 -Item #9. - Page 45 -Item #9. - Page 46 -Item #9. - Page 47 -Item #9. - Page 48 -Item #9. - Page 49 -Item #9. - Page 50 -Item #9. - Page 51 -Item #9. - Page 52 -Item #9. File Attachments for Item: 10. American Tower: Request for lease adjustment - Page 53 -Item #10. - Page 54 -Item #10. - Page 55 -Item #10. File Attachments for Item: 11. T-Mobile Fifth Amendment to Water Tower Attachment Lease Agreement - Page 56 -Item #11. 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 57 -Item #11. 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 58 -Item #11. 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 59 -Item #11. 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 60 -Item #11. 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 61 -Item #11. 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 62 -Item #11. 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 63 -Item #11. 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 64 -Item #11. 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 65 -Item #11. 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 66 -Item #11. 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 67 -Item #11. 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 68 -Item #11. 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 69 -Item #11. 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 70 -Item #11. 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 71 -Item #11. 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 72 -Item #11. 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 73 -Item #11. 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 74 -Item #11. 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 y3y4 7/6/2020- Page 75 -Item #11. 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 76 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20202:56 PMDesigner: DJG Job Number : TEP No. 18995.422072 Checked By: RNM Model Name : Tybee WT (Global) Model Settings Display Sections for Member CalcsMax Internal Sections for Member CalcsInclude 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 ToleranceInclude 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 AxisGlobal Member Orientation Plane Static SolverDynamic Solver 597YesYesYesYes144.120.50%YesYes3 32.2244YXZ Sparse AcceleratedAccelerated Solver Hot Rolled Steel CodeAdjust Stiffness? RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete Code Masonry CodeAluminum CodeStainless Steel CodeAdjust Stiffness? AISC 15th(360-16): LRFDNo AISC 14th(360-10): ASDAISI S100-16: ASDAWC NDS-18: ASD< 100FACI 318-14 TMS 402-16: ASDAA ADM1-15: ASD - BuildingAISC 14th(360-10): ASDYes(Iterative) Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme 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 SetMin % Steel for ColumnMax % Steel for Column 44Exact Integration.65Rectangular YesNoNo YesNo REBAR_SET_ASTMA61518 RISA-3D Version 17.0.2 Page 1 [G:\...\...\...\...\Tank Analysis\Tank.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20202:56 PMDesigner: DJG Job Number : TEP No. 18995.422072 Checked By: RNM Model Name : Tybee WT (Global) Model Settings, Continued Seismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1 SDSS1TL (sec)Risk CatDrift Cat ASCE 7-16Not EnteredYes.02.02Not EnteredNot Entered33.75.751 115I or IIOther Om ZOm XCd ZCd XRho Z Rho X 11441 1 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm (\1... Density[k/f... Yield[ksi]Ry Fu[ksi]Rt1A9922900011154.3 .65 .49 50 1.1 65 1.1 2 A36 Gr.36 29000 11154 .3 .65 .49 36 1.5 58 1.23A572 Gr.50 29000 11154 .3 .65 .49 50 1.1 65 1.14A500 Gr.B RND 29000 11154 .3 .65 .527 42 1.4 58 1.35A500 Gr.B Rect 29000 11154 .3 .65 .527 46 1.4 58 1.36A53 Gr.B 29000 11154 .3 .65 .49 35 1.6 60 1.2 7 A1085 29000 11154 .3 .65 .49 50 1.4 65 1.38A913 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 31.5732RIGIDNoneRIGID1e+6 1e+6 1e+6 1e+6 3 S1 PI223.52186121139...None gen_Steel 394.002 2.448e+6 2.448e+6 4.897e+64S2PI164.91054953870...None gen_Steel 402.86 1.357e+6 1.357e+6 2.713e+65S3PI121.38868832731...None gen_Steel 354.758 6.434e+5 6.434e+5 1.287e+66S4PI96X0.9375 None gen_Steel 279.982 3.163e+5 3.163e+5 6.326e+57S5PI96X0.9375 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+59S7PI96X0.8125 None gen_Steel 242.97 2.752e+5 2.752e+5 5.504e+510S8PI96X0.7813 None gen_Steel 233.717 2.649e+5 2.649e+5 5.298e+511S9PI96X0.7188 None gen_Steel 215.162 2.442e+5 2.442e+5 4.884e+512S10PI96X0.6875 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+514S12PI96X0.5938 None gen_Steel 177.978 2.025e+5 2.025e+5 4.05e+515S13PI96X0.5625 None gen_Steel 168.652 1.92e+5 1.92e+5 3.84e+516S14PI96X0.5625 None gen_Steel 168.652 1.92e+5 1.92e+5 3.84e+517S15PI96X0.5 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+519S17PI143.4X0.625 None gen_Steel 280.338 7.143e+5 7.143e+5 1.429e+6 RISA-3D Version 17.0.2 Page 2 [G:\...\...\...\...\Tank Analysis\Tank.r3d] - Page 77 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20202:56 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 02N207.208 0 03N3010.437 0 04N4014.958 0 05N5018.187 0 06N6025.989 0 07N7033.791 0 08N8041.593 0 09N9049.395 0 010N10057.197 0 0 11 N11 0 64.999 0 012N12072.801 0 013N13080.603 0 014N14088.405 0 015N15096.207 0 0 16 N16 0 104.009 0 017N170111.811 0 018N180118.03 0 019N1901350020N20015500 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 Default2S2N2N3S2NoneNonegen_Steel Default3S3N3N4S3NoneNonegen_Steel Default 4 S4 N4 N5 S4 None None gen_Steel Default5S5N5N6S5NoneNonegen_Steel Default 6 S6 N6 N7 S6 None None gen_Steel Default7S7N7N8S7NoneNonegen_Steel Default8S8N8N9S8NoneNonegen_Steel Default 9 S9 N9 N10 S9 None None gen_Steel Default10S10N10N11S10NoneNonegen_Steel Default 11 S11 N11 N12 S11 None None gen_Steel Default12S12N12N13S12NoneNonegen_Steel Default13S13N13N14S13NoneNonegen_Steel Default 14 S14 N14 N15 S14 None None gen_Steel Default15S15N15N16S15NoneNonegen_Steel Default 16 S16 N16 N17 S16 None None gen_Steel Default17S17N17N18S17NoneNonegen_Steel Default18R1N18N20RIGIDNoneNoneRIGIDTypical 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, 20202:56 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 %1002S2X-343.493 -343.493 0 %1003S3X-256.121 -256.121 0 %1004S4X-256.749 -256.749 0 %1005S5X-269.903 -269.903 0 %100 6 S6 X -284.482 -284.482 0 %1007S7X-296.191 -296.191 0 %1008S8X-306.043 -306.043 0 %1009S9X-314.584 -314.584 0 %10010S10X-322.148 -322.148 0 %100 11 S11 X -328.952 -328.952 0 %10012S12X-335.146 -335.146 0 %10013S13X-340.84 -340.84 0 %10014S14X-346.116 -346.116 0 %10015S15X-351.034 -351.034 0 %100 16 S16 X -355.646 -355.646 0 %10017S17X-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 %1002S2Y-88.745 -88.745 0 %1003S3Y-88.745 -88.745 0 %100 4 S4 Y -88.745 -88.745 0 %1005S5Y-88.745 -88.745 0 %1006S6Y-88.745 -88.745 0 %1007S7Y-88.745 -88.745 0 %1008S8Y-88.745 -88.745 0 %100 9 S9 Y -88.745 -88.745 0 %10010S10Y-88.745 -88.745 0 %10011S11Y-88.745 -88.745 0 %10012S12Y-88.745 -88.745 0 %10013S13Y-88.745 -88.745 0 %100 14 S14 Y -88.745 -88.745 0 %10015S15Y-88.745 -88.745 0 %10016S16Y-88.745 -88.745 0 %10017S17Y-88.745 -88.745 0 %100 RISA-3D Version 17.0.2 Page 4 [G:\...\...\...\...\Tank Analysis\Tank.r3d] - Page 78 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20202:56 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 -12MEMBER WIND FO...None 173TANK DL (WATER)None 14TANKDL (STEEL)None 15TANK LL (WIND)None 16HANDRAIL DL (WEI...None 1 177HANDRAIL LL (WIND)None 18CORRAL DL (WEIG...None 19CORRAL 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 L521.2D + 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 14ADD DL 6 1 8 15ADD 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]LC1N1max104.068 3 1957.854 1 0 3 0 3 0 3 0 12min01132.496 3 0 1 0 1 0 1 -11656.231 23Totals: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 12min132.496 3 -104.068 2 0 1 0 1 0 1 -11656.2...232max1954.248 1 0 1 0 3 0 3 0 3 0 14min130.177 3 -103.231 2 0 1 0 1 0 1 -11469.4...253max1950.642 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...274max1947.036 1 0 1 0 3 0 3 0 3 0 18min125.541 3 -101.558 2 0 1 0 1 0 1 -11100.4...295max1943.429 1 0 1 0 3 0 3 0 3 0 110min123.222 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 112min123.222 3 -100.722 2 0 1 0 1 0 1 -10918.1...2132max1941.78 1 0 1 0 3 0 3 0 3 0 114min122.162 3 -100.444 2 0 1 0 1 0 1 -10836.9...2153max1940.13 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...2174max1938.481 1 0 1 0 3 0 3 0 3 0 118min120.041 3 -99.89 2 0 1 0 1 0 1 -10675.2...2195max1936.831 1 0 1 0 3 0 3 0 3 0 120min118.981 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 122min118.981 3 -99.612 2 0 1 0 1 0 1 -10594.7...2232max1934.781 1 0 1 0 3 0 3 0 3 0 124min117.662 3 -99.323 2 0 1 0 1 0 1 -10482.3...2253max1932.73 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...2274max1930.679 1 0 1 0 3 0 3 0 3 0 128min115.026 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 130min113.708 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, 20202:56 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... LC31S41max1928.629 1 0 1 0 3 0 3 0 3 0 132min113.708 3 -98.454 2 0 1 0 1 0 1 -10147.0...2332max1927.452 1 0 1 0 3 0 3 0 3 0 134min112.951 3 -98.247 2 0 1 0 1 0 1 -10067.6...2353max1926.275 1 0 1 0 3 0 3 0 3 0 136min112.194 3 -98.04 2 0 1 0 1 0 1 -9988.381 2374max1925.098 1 0 1 0 3 0 3 0 3 0 138min111.438 3 -97.833 2 0 1 0 1 0 1 -9909.322 2395max1923.921 1 0 1 0 3 0 3 0 3 0 140min110.681 3 -97.625 2 0 1 0 1 0 1 -9830.431 241S51max1923.921 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 2432max1921.077 1 0 1 0 3 0 3 0 3 0 144min108.853 3 -97.099 2 0 1 0 1 0 1 -9640.526 2453max1918.233 1 0 1 0 3 0 3 0 3 0 146min107.025 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 148min105.196 3 -96.046 2 0 1 0 1 0 1 -9263.796 2495max1912.545 1 0 1 0 3 0 3 0 3 0 150min103.368 3 -95.52 2 0 1 0 1 0 1 -9076.971 251S61max1912.545 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 2532max1909.873 1 0 1 0 3 0 3 0 3 0 154min101.65 3 -94.965 2 0 1 0 1 0 1 -8891.202 2553max1907.201 1 0 1 0 3 0 3 0 3 0 156min99.933 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 158min98.215 3 -93.855 2 0 1 0 1 0 1 -8522.909 2595max1901.857 1 0 1 0 3 0 3 0 3 0 160min96.497 3 -93.3 2 0 1 0 1 0 1 -8340.385 261S71max1901.857 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 2632max1899.357 1 0 1 0 3 0 3 0 3 0 164min94.89 3 -92.722 2 0 1 0 1 0 1 -8158.967 2653max1896.857 1 0 1 0 3 0 3 0 3 0 166min93.283 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 168min91.676 3 -91.567 2 0 1 0 1 0 1 -7799.511 2695max1891.857 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 271S81max1891.857 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 2732max1889.443 1 0 1 0 3 0 3 0 3 0 174min88.517 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 176min86.965 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 178min85.413 3 -89.198 2 0 1 0 1 0 1 -7094.288 2795max1882.201 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 281S91max1882.201 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 2832max1879.959 1 0 1 0 3 0 3 0 3 0 184min82.42 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 186min80.979 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 188min79.538 3 -86.761 2 0 1 0 1 0 1 -6407.823 2895max1873.234 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 291S101max1873.234 1 0 1 0 3 0 3 0 3 0 192min78.097 3 -86.147 2 0 1 0 1 0 1 -6239.195 2932max1871.079 1 0 1 0 3 0 3 0 3 0 1 RISA-3D Version 17.0.2 Page 6 [G:\...\...\...\...\Tank Analysis\Tank.r3d] - Page 79 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20202:56 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... LC94min76.712 3 -85.519 2 0 1 0 1 0 1 -6071.778 2953max1868.924 1 0 1 0 3 0 3 0 3 0 196min75.326 3 -84.89 2 0 1 0 1 0 1 -5905.586 2974max1866.769 1 0 1 0 3 0 3 0 3 0 198min73.941 3 -84.262 2 0 1 0 1 0 1 -5740.62 2995max1864.613 1 0 1 0 3 0 3 0 3 0 1100min72.555 3 -83.634 2 0 1 0 1 0 1 -5576.88 2101S111max1864.613 1 0 1 0 3 0 3 0 3 0 1102min72.555 3 -83.634 2 0 1 0 1 0 1 -5576.88 21032max1862.544 1 0 1 0 3 0 3 0 3 0 1104min71.225 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 1106min69.895 3 -82.35 2 0 1 0 1 0 1 -5253.127 21074max1858.407 1 0 1 0 3 0 3 0 3 0 1108min68.565 3 -81.709 2 0 1 0 1 0 1 -5093.129 21095max1856.338 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 2111S121max1856.338 1 0 1 0 3 0 3 0 3 0 1112min67.235 3 -81.067 2 0 1 0 1 0 1 -4934.381 21132max1854.441 1 0 1 0 3 0 3 0 3 0 1114min66.016 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 1116min64.797 3 -79.76 2 0 1 0 1 0 1 -4620.688 21174max1850.649 1 0 1 0 3 0 3 0 3 0 1118min63.578 3 -79.106 2 0 1 0 1 0 1 -4465.754 21195max1848.753 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 2121S131max1848.753 1 0 1 0 3 0 3 0 3 0 1122min62.359 3 -78.452 2 0 1 0 1 0 1 -4312.095 21232max1846.944 1 0 1 0 3 0 3 0 3 0 1124min61.196 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 1126min60.033 3 -77.123 2 0 1 0 1 0 1 -4008.646 21274max1843.325 1 0 1 0 3 0 3 0 3 0 1128min58.87 3 -76.458 2 0 1 0 1 0 1 -3858.866 21295max1841.515 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 2131S141max1841.515 1 0 1 0 3 0 3 0 3 0 1132min57.706 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 1134min56.543 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 1136min55.38 3 -74.443 2 0 1 0 1 0 1 -3417.347 21374max1836.087 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 21395max1834.278 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 2141S151max1834.278 1 0 1 0 3 0 3 0 3 0 1142min53.053 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 1144min52.002 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 1146min50.95 3 -71.723 2 0 1 0 1 0 1 -2847.115 21474max1829.369 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 21495max1827.733 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 2151S161max1827.733 1 0 1 0 3 0 3 0 3 0 1152min48.846 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 1154min47.794 3 -69.66 2 0 1 0 1 0 1 -2433.444 21553max1824.46 1 0 1 0 3 0 3 0 3 0 1156min46.742 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, 20202:56 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... LC1574max1822.824 1 0 1 0 3 0 3 0 3 0 1158min45.69 3 -68.273 2 0 1 0 1 0 1 -2164.405 21595max1821.188 1 0 1 0 3 0 3 0 3 0 1160min44.639 3 -67.579 2 0 1 0 1 0 1 -2031.915 2161S171max1821.188 1 0 1 0 3 0 3 0 3 0 1162min44.639 3 -67.579 2 0 1 0 1 0 1 -2031.915 21632max1818.918 1 0 1 0 3 0 3 0 3 0 1164min43.18 3 -66.775 2 0 1 0 1 0 1 -1927.471 21653max1816.649 1 0 1 0 3 0 3 0 3 0 1166min41.721 3 -65.972 2 0 1 0 1 0 1 -1824.276 21674max1814.379 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 21695max1812.11 1 0 1 0 3 0 3 0 3 0 1170min38.803 3 -64.364 2 0 1 0 1 0 1 -1621.637 2171R11max60.36 1 0 1 0 3 0 3 0 3 0 1172min38.803 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 1174min38.803 3 -64.364 2 0 1 0 1 0 1 -1026.753 21753max6.026 1 0 1 0 3 0 3 0 3 0 1176min3.874 3 -26.469 2 0 1 0 1 0 1 -489.279 21774max6.026 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 21795max6.026 1 0 1 0 3 0 3 0 3 0 3180min3.874 3 -26.469 2 0 1 0 1 0 1 0 1 RISA-3D Version 17.0.2 Page 8 [G:\...\...\...\...\Tank Analysis\Tank.r3d] - Page 80 -Item #11. 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 81 -Item #11. 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 82 -Item #11. 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 83 -Item #11. 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 84 -Item #11. 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 85 -Item #11. 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 86 -Item #11. Tower Engineering Profess... DJG 18995.422072 Corral Mount SK - 3 July 6, 2020 at 4:37 PM Mount Rev H.r3d.42.63 .63 .56.61.42.54 .84.56.37.61.65.42.64 .84.54.44.56 .35.37.65.61.85.87 .35.84.42.38.64.44.54 .56.42.35.65.37.85.87 .44.64 .38.42.65 .35.85 .61.5 0.61.84.65.87 .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 .24.36.34.13.36.63.34.9 5 .15.1 3 .07.02.1 1 .13.2 0 .16.1 9 .15.16 .63.16.16.63 .16.16.08.08 .12.16.11.08 .16.08 .16 .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 87 -Item #11. Tower Engineering Profess... DJG 18995.422072 Corral Mount SK - 4 July 6, 2020 at 3:33 PM Mount Rev H.r3dPOST6TOEPL5TOEPL6 BRAIL6MP3POST6BRAIL5MP9BRAIL6MP4MP3MRAIL6POST6MRAIL5MP9BRAIL5MP8BRAIL6 MP10MP4MRAIL6MP3TRAIL6TRAIL5 KICK6MP9POST7POST5MR AI L5MP8 BRAIL 5 BRAIL6POST6 MP10MRAIL6MP4TRAIL6TRAIL5MP8MRAIL5 POST5POST7MRAIL6 MP10TRAIL6 BRAIL4B R A IL 7MP3MP9MP7TRAIL5POST7POST5MP5TRAIL6PE3MRAIL4MRA IL 7MP4KICK5KICK7MP7 TO EPL4MP5MP8T OE P L 7BRAIL4MP10POST5POST7TRAIL4B R A IL 7 T R A IL 7MP2MP7MP5MP6 M RAIL4MRA IL 7MP2MP6TRAIL4PE2PE4T R A IL 7MP2MP6MP7 BRAIL4MP5B R A IL 7 M RAIL4POST4MRA IL 7 POST8MP2TRAIL4MP6POST4T R A IL 7 POST8KICK4 K IC K 8 POST4POST8BRAIL8POST4TOEPL8POST8T O E P L 3 TRAIL8BR AIL 3 MRAIL8PE5MRA IL 3 BRAIL8T R AIL 3 POST1K IC K 1 TRAIL8KICK3 TO EPL 1POST3 POST1TOEPL2 POST1POST3BRAIL 1BRAIL2KICK2POST3POST2MRAIL1 POST1MRAIL2 TRAI L1 POST2POST3TRAIL2 POST2PE1POST2Y XZ Envelope Only Solution - Page 88 -Item #11. Tower Engineering Profess... DJG 18995.422072 Corral Mount SK - 5 July 6, 2020 at 3:33 PM Mount Rev H.r3dPIPE_2.5PL4x1/4 PL4x1/4 L3X3X4PIPE_2.0PIPE_2.5L 3X3X4 PIPE_2.0L3X3X4PIPE_2.0PIPE_2.0L3X3X4PIPE_2.5L 3X3X4 PIPE_2.0L 3X3X4PIPE_2.0L3X3X4 PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0L3X3X4L3X3X4 L2.5x2.5x3PIPE_2.0PIPE_2.5PIPE_2.5L 3X3X4PIPE_2.0L 3X3X4 L3X3X4PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0L3X3X4L3X3X4 PIPE_2.0L 3X3X4 PIPE_2.5PIPE_2.5L3X3X4 PIPE_2.0L3X3X4 L3X3X4L 3 X3 X 4PIPE_2.0PIPE_2.0PIPE_2.0L 3X3X4 PIPE_2.5PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0L3X3X4L 3 X 3 X 4PIPE_2.0L2.5 x 2 . 5 x 3L2.5x2.5x3PIPE_2.0PL4x1/4PIPE_2.0PIPE_2.0P L 4 x 1/4L3X3X4PIPE_2.0PIPE_2.5PIPE_2.5L3X3X4L 3 X3 X 4 L 3 X 3 X 4PIPE_2.0PIPE_2.0PIPE_2.0PIPE_2.0L3X3X4L 3 X 3 X 4PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0PIPE_2.0L 3 X 3 X 4PIPE_2.0PIPE_2.0PIPE_2.0L3X3X4PIPE_2.0L 3 X3 X 4L3X3X4 PIPE_2.5L 3 X 3 X 4 PIPE_2.5PIPE_2.0L3X3X4PIPE_2.0PIPE_2.5L 3 X 3 X 4 PIPE_2.5L2.5x2.5x3 L2.5x2.5x3PIPE_2.5PIPE_2.5L3X3X4PIPE_2.5PL4x1/4PIPE_2.5P L 4 x 1/4 L3X3X4L 3 X 3 X 4 L3X3X4PIPE_2.0L 3 X 3 X4 L3X3X4L 3 X 3 X4 PIPE_2.5L 2 .5 x 2 .5 x 3 L3X3X4L2.5x2.5x3 P L4 x1/4PIPE_2.5PIPE_2.5PL4x1/4 PIPE_2.5PIPE_2.5L3X3 X4L3X3X4L2.5x2.5x3PIPE_2.5PIPE_2.5L3X3 X4 PIPE_2.5L3X3X4 L3X3 X4 PIPE_2.5PIPE_2.5L3X3X4 PIPE_2.5PIPE_2.0PIPE_2.5Y XZ Envelope Only Solution - Page 89 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 PMDesigner: DJG Job Number : 18995.422072 Checked By: RNM Model Name : Corral Mount (Global) Model Settings Display Sections for Member CalcsMax Internal Sections for Member CalcsInclude 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 ToleranceInclude 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 AxisGlobal Member Orientation Plane Static SolverDynamic Solver 597YesYesYesYes144.120.50%YesYes3 32.2124YXZ Sparse AcceleratedAccelerated Solver Hot Rolled Steel CodeAdjust Stiffness? RISAConnection CodeCold Formed Steel CodeWood CodeWood TemperatureConcrete Code Masonry CodeAluminum CodeStainless Steel CodeAdjust Stiffness? AISC 14th(360-10): LRFDNo AISC 13th(360-05): ASDAISI S100-07: ASDAF&PA NDS-05/08: ASD< 100FACI 318-08 ACI 530-05: ASDAA ADM1-05: ASD - BuildingAISC 14th(360-10): ASDYes(Iterative) Number of Shear RegionsRegion Spacing Increment (in)Biaxial Column MethodParme 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 SetMin % Steel for ColumnMax % Steel for Column 44Exact Integration.65Rectangular YesYesNo YesNo REBAR_SET_ASTMA61518 RISA-3D Version 17.0.2 Page 1 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 PMDesigner: DJG Job Number : 18995.422072 Checked By: RNM Model Name : Corral Mount (Global) Model Settings, Continued Seismic CodeSeismic Base Elevation (ft)Add Base Weight?Ct XCt ZT X (sec)T Z (sec)R XR ZCt Exp. XCt Exp. ZSD1 SDSS1TL (sec)Occupancy CatDrift Cat ASCE 7-05Not EnteredYes.02.02Not EnteredNot Entered33.75.751 115I or IIOther Om ZOm XCd ZCd XRho Z Rho X 11111 1 Hot Rolled Steel Properties Label E [ksi]G [ksi]Nu Therm (\1... Density[k/f... Yield[ksi]Ry Fu[ksi]Rt1A36 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 1.13A9922900011154.3 .65 .49 50 1.1 65 1.14A500 Gr.42 29000 11154 .3 .65 .49 42 1.4 58 1.35A500 Gr.46 29000 11154 .3 .65 .49 46 1.4 58 1.36A53-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 .023Mid-Rail L3X3X4 Beam Single A...A36 Gr.36 Typical 1.44 1.23 1.23 .0314Top-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 .0116Mount Pipe PIPE_2.0 Column Pipe A53-B-35 Typical 1.02 .627 .627 1.257Pipe 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 02W29.839 -2 9.839 03W3-9.839 -2 9.839 0 4 W4 -9.839 -2 -9.839 05W59.839 8 -9.839 0 6 W6 9.839 8 9.839 07W7-9.839 8 9.839 08W8-9.839 8 -9.839 0 9 1 5.419 1 0 01023.831 1 3.831 0 11 3 0 1 5.419 0124-3.831 1 3.831 0135-5.419 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 90 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 01683.831 1 -3.831 01797.839 0 0 018105.543 0 5.543 019110.34375 0 8.536458 02012-6.276042 0 5.791667 02113-7.839 0 0 02214-5.543 0 -5.543 0231500-7.839 024165.543 0 -5.543 025177.839 2.292 0 0 26 18 5.543 2.292 5.543 027190.34375 2.292 8.536458 02820-6.276042 2.292 5.791667 02921-7.839 2.292 0 03022-5.543 2.292 -5.543 0 31 23 0 2.292 -7.839 032245.543 2.292 -5.543 033257.839 3.292 0 034265.543 3.292 5.543 035270.34375 3.292 8.536458 0 36 28 -6.276042 3.292 5.791667 03729-7.839 3.292 0 03830-5.543 3.292 -5.543 0393103.292 -7.839 040325.543 3.292 -5.543 0 41 33 7.839 5 0 042345.543 5 5.543 043350.34375 5 8.536458 04436-6.276042 5 5.791667 04537-7.839 5 0 0 46 38 -5.543 5 -5.543 0473905-7.839 048405.543 5 -5.543 049417.839 1.292 0 050425.543 1.292 5.543 0 51 43 0.34375 1.292 8.536458 05244-6.276042 1.292 5.791667 05345-7.839 1.292 0 0 54 46 -5.543 1.292 -5.543 0554701.292 -7.839 0 56 48 5.543 1.292 -5.543 057496.691 3.292 -2.7715 058506.691 1.292 -2.7715 0 59 52 6.691 .5 -2.7715 06055-7.057521 6.5 2.895834 0 61 56 -7.057521 1.292 2.895834 06257-7.057521 .5 2.895834 06359-7.057521 3.292 2.895834 0 64 61 0.34375 7.45833 8.536458 06562-7.839 7.45833 0 0 66 63 -5.543 7.45833 -5.543 0676407.45833 -7.839 068655.543 7.45833 -5.543 0 69 N75 -7.44826 6.5 1.447917 070N76-4.15725 6.5 -6.117 0 71 N77 -2.7715 6.5 -6.691 072N79-4.15725 .5 -6.117 073N80-2.7715 .5 -6.691 0 74 N83 -7.44826 .5 1.447917 075N841.38575 6.5 -7.265 076N852.7715 6.5 -6.691 077N871.38575 .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, 20204:37 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 079N91-7.44826 3.292 1.447917 080N92-4.15725 3.292 -6.117 081N93-2.7715 3.292 -6.691 082N941.38575 3.292 -7.265 083N952.7715 3.292 -6.691 084N96-7.44826 1.292 1.447917 085N97-4.15725 1.292 -6.117 086N98-2.7715 1.292 -6.691 087N991.38575 1.292 -7.265 088N1002.7715 1.292 -6.691 0 89 N93A -7.073667 .5 -1.847667 090N94A-6.308333 .5 -3.695333 091N95A-7.073667 6.5 -1.847667 092N96A-6.308333 6.5 -3.695333 093N97A-1.38575 6.5 -7.265 0 94 N98A -1.38575 .5 -7.265 095N100A-7.057521 2.292 2.895834 096N101-7.44826 2.292 1.447917 097N102-6.308333 2.292 -3.695333 098N103-7.073667 2.292 -1.847667 0 99 N104 -4.15725 2.292 -6.117 0100N105-2.7715 2.292 -6.691 0101N106-1.38575 2.292 -7.265 0102N1071.38575 2.292 -7.265 0103N1082.7715 2.292 -6.691 0 104 N109 -6.308333 3.292 -3.695333 0105N110-7.073667 3.292 -1.847667 0106N111-1.38575 3.292 -7.265 0107N112-6.308333 1.292 -3.695333 0108N113-7.073667 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 Reaction22ReactionReactionReactionReactionReactionReaction33ReactionReactionReactionReactionReactionReaction44ReactionReactionReactionReactionReactionReaction55ReactionReactionReactionReactionReactionReaction 6 6 Reaction Reaction Reaction Reaction Reaction Reaction77ReactionReactionReactionReactionReactionReaction88ReactionReactionReactionReactionReactionReaction99ReactionReactionReactionReactionReactionReaction1010ReactionReactionReactionReactionReactionReaction 11 11 Reaction Reaction Reaction Reaction Reaction Reaction1212ReactionReactionReactionReactionReactionReaction1313ReactionReactionReactionReactionReactionReaction1414ReactionReactionReactionReactionReactionReaction1515ReactionReactionReactionReactionReactionReaction 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 Typical2POST21034315PostColumnPipeA53-B-35 Typical3POST31135270PostColumnPipeA53-B-35 Typical 4 POST4 12 36 225 Post Column Pipe A53-B-35 Typical5POST51337180PostColumnPipeA53-B-35 Typical6POST61438135PostColumnPipeA53-B-35 Typical RISA-3D Version 17.0.2 Page 4 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 91 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 Typical8POST8164045PostColumnPipeA53-B-35 Typical9TOEPL1910Toe Plate Beam RECT A36 Gr.36 Typical10TOEPL21011Toe Plate Beam RECT A36 Gr.36 Typical11TOEPL31112Toe Plate Beam RECT A36 Gr.36 Typical12TOEPL41213Toe Plate Beam RECT A36 Gr.36 Typical13TOEPL51314Toe Plate Beam RECT A36 Gr.36 Typical14TOEPL61415Toe Plate Beam RECT A36 Gr.36 Typical15TOEPL71516Toe Plate Beam RECT A36 Gr.36 Typical16TOEPL8169Toe Plate Beam RECT A36 Gr.36 Typical17MRAIL1171890Mid-Rail BeamSingle An...A36 Gr.36 Typical 18 MRAIL2 18 19 90 Mid-Rail BeamSingle An...A36 Gr.36 Typical19MRAIL3192090Mid-Rail BeamSingle An...A36 Gr.36 Typical20MRAIL4202190Mid-Rail BeamSingle An...A36 Gr.36 Typical21MRAIL5212290Mid-Rail BeamSingle An...A36 Gr.36 Typical22MRAIL6222390Mid-Rail BeamSingle An...A36 Gr.36 Typical 23 MRAIL7 23 24 90 Mid-Rail BeamSingle An...A36 Gr.36 Typical24MRAIL8241790Mid-Rail BeamSingle An...A36 Gr.36 Typical25TRAIL1252690Top-Rail BeamSingle An...A36 Gr.36 Typical26TRAIL2262790Top-Rail BeamSingle An...A36 Gr.36 Typical27TRAIL3272890Top-Rail BeamSingle An...A36 Gr.36 Typical 28 TRAIL4 28 29 90 Top-Rail BeamSingle An...A36 Gr.36 Typical29TRAIL5293090Top-Rail BeamSingle An...A36 Gr.36 Typical30TRAIL6303190Top-Rail BeamSingle An...A36 Gr.36 Typical31TRAIL7313290Top-Rail BeamSingle An...A36 Gr.36 Typical32TRAIL8322590Top-Rail BeamSingle An...A36 Gr.36 Typical 33 KICK1 1 25 90 Kicker BeamSingle An...A36 Gr.36 Typical34KICK222690KickerBeamSingle An...A36 Gr.36 Typical35KICK332790KickerBeamSingle An...A36 Gr.36 Typical36KICK442890KickerBeamSingle An...A36 Gr.36 Typical37KICK552990KickerBeamSingle An...A36 Gr.36 Typical 38 KICK6 6 30 90 Kicker BeamSingle An...A36 Gr.36 Typical39KICK773190KickerBeamSingle An...A36 Gr.36 Typical40KICK883290KickerBeamSingle An...A36 Gr.36 Typical41BRAIL1414290Mid-Rail BeamSingle An...A36 Gr.36 Typical42BRAIL2424390Mid-Rail BeamSingle An...A36 Gr.36 Typical 43 BRAIL3 43 44 90 Mid-Rail BeamSingle An...A36 Gr.36 Typical44BRAIL4444590Mid-Rail BeamSingle An...A36 Gr.36 Typical45BRAIL5454690Mid-Rail BeamSingle An...A36 Gr.36 Typical 46 BRAIL6 46 47 90 Mid-Rail BeamSingle An...A36 Gr.36 Typical47BRAIL7474890Mid-Rail BeamSingle An...A36 Gr.36 Typical 48 BRAIL8 48 41 90 Mid-Rail BeamSingle An...A36 Gr.36 Typical49MP25557Mount Pipe Column Pipe A53-B-35 Typical50PE13561Pipe Ext.Column Pipe A53-B-35 Typical 51 PE2 37 62 Pipe Ext.Column Pipe A53-B-35 Typical52PE33863Pipe Ext.Column Pipe A53-B-35 Typical 53 PE4 39 64 Pipe Ext.Column Pipe A53-B-35 Typical54PE54065Pipe Ext.Column Pipe A53-B-35 Typical55MP7N83N75Mount Pipe Column Pipe A53-B-35 Typical 56 MP3 N79 N76 Mount Pipe Column Pipe A53-B-35 Typical57MP4N80N77Mount Pipe Column Pipe A53-B-35 Typical 58 MP5 N87 N84 Mount Pipe Column Pipe A53-B-35 Typical59MP6N88N85Mount Pipe Column Pipe A53-B-35 Typical60MP10N98AN97AMount Pipe Column Pipe A53-B-35 Typical 61 MP9 N94A N96A Mount Pipe Column Pipe A53-B-35 Typical62MP8N93AN95AMount 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 Rules1POST1OOOOXOYes** 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, 20204:37 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 Rules3POST3OOOOXOYes** NA **None4POST4OOOOXOYes** NA **None5POST5OOOOXOYes** NA **None6POST6OOOOXOYes** NA **None7POST7OOOOXOYes** NA **None8POST8OOOOXOYes** NA **None9TOEPL1YesNone10TOEPL2YesNone11TOEPL3YesNone12TOEPL4YesNone13TOEPL5YesNone 14 TOEPL6 Yes None15TOEPL7YesNone16TOEPL8YesNone17MRAIL1OOOOXOOOOOXOYesNone18MRAIL2OOOOXOOOOOXOYesNone 19 MRAIL3 OOOOXO OOOOXO Yes None20MRAIL4OOOOXOOOOOXOYesNone21MRAIL5OOOOXOOOOOXOYesNone22MRAIL6OOOOXOOOOOXOYesNone23MRAIL7OOOOXOOOOOXOYesNone 24 MRAIL8 OOOOXO OOOOXO Yes None25TRAIL1OOOOXOOOOOXOYesNone26TRAIL2OOOOXOOOOOXOYesNone27TRAIL3OOOOXOOOOOXOYesNone28TRAIL4OOOOXOOOOOXOYesNone 29 TRAIL5 OOOOXO OOOOXO Yes None30TRAIL6OOOOXOOOOOXOYesNone31TRAIL7OOOOXOOOOOXOYesNone32TRAIL8OOOOXOOOOOXOYesNone33KICK1OOOOOXOOOOOXYesNone 34 KICK2 OOOOOX OOOOOX Yes None35KICK3OOOOOXOOOOOXYesNone36KICK4OOOOOXOOOOOXYesNone37KICK5OOOOOXOOOOOXYesNone38KICK6OOOOOXOOOOOXYesNone 39 KICK7 OOOOOX OOOOOX Yes None40KICK8OOOOOXOOOOOXYesNone41BRAIL1OOOOXOOOOOXOYesNone 42 BRAIL2 OOOOXO OOOOXO Yes None43BRAIL3OOOOXOOOOOXOYesNone 44 BRAIL4 OOOOXO OOOOXO Yes None45BRAIL5OOOOXOOOOOXOYesNone46BRAIL6OOOOXOOOOOXOYesNone 47 BRAIL7 OOOOXO OOOOXO Yes None48BRAIL8OOOOXOOOOOXOYesNone 49 MP2 Yes ** NA **None50PE1Yes** NA **None51PE2Yes** NA **None 52 PE3 Yes ** NA **None53PE4Yes** NA **None 54 PE5 Yes ** NA **None55MP7Yes** NA **None56MP3Yes** NA **None 57 MP4 Yes ** NA **None58MP5Yes** NA **None 59 MP6 Yes ** NA **None60MP10Yes** NA **None61MP9Yes** NA **None 62 MP8 Yes ** NA **None RISA-3D Version 17.0.2 Page 6 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 92 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 Lateral3POST3Post53.292 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 Lateral8POST8Post53.292 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 Lateral13TOEPL5Toe 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 Lateral18MRAIL2Mid-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 Lateral23MRAIL7Mid-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 Lateral28TRAIL4Top-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 Lateral33KICK1Kicker3.333 .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 Lateral38KICK6Kicker3.334 .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 Lateral43BRAIL3Mid-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 Lateral61MP9Mount 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, 20204:37 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 .52MP5Y-.033 .753MP2Y-.033 .754MP7Y-.033 .755POST6Y-.033 .5 6 MP3 Y -.033 .757MP6Y-.018 .758POST5Y-.018 .59MP4Y-.018 .7510POST7Y-.06 3 11 MP5 Y -.03 312MP2Y-.06 313MP7Y-.03 314POST6Y-.06 315MP3Y-.03 3 16 POST7 Y -.022 4.517MP2Y-.022 4.518POST6Y-.022 4.519MP6Y-.025 320POST5Y-.025 3 21 MP4 Y -.025 322POST7Y-.015 2.523POST5Y-.015 2.524POST6Y-.015 2.525MP10Y-.052 3 26 POST3 Y -.052 327MP8Y-.052 328POST8Y-.04 429POST4Y-.04 430MP9Y-.04 4 31 POST8 Y -.011 2.532POST4Y-.011 2.533MP9Y-.011 2.534POST8Y-.063 135POST4Y-.063 1 36 MP9 Y -.063 137POST8Y-.042 438POST4Y-.042 439MP9Y-.042 440TRAIL5Y-.06 3 41 POST7 Y -.033 4.7542MP5Y-.033 5.543MP2Y-.033 5.544MP7Y-.033 545POST6Y-.033 4.75 46 MP3 Y -.033 5.547MP6Y-.018 5.548POST5Y-.018 4.7549MP4Y-.018 5.550POST7Y-.06 4 51 MP5 Y -.03 452MP2Y-.06 453MP7Y-.03 454POST6Y-.06 455MP3Y-.03 4 56 POST7 Y -.022 4.5 RISA-3D Version 17.0.2 Page 8 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 93 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 558POST6Y-.022 4.559MP6Y-.025 460POST5Y-.025 461MP4Y-.025 462MP10Y-.052 4.7563POST3Y-.052 4.7564MP8Y-.052 565POST8Y-.04 566POST4Y-.04 4.7567MP9Y-.04 5 68 POST8 Y -.063 569POST4Y-.063 4.7570MP9Y-.063 571POST8Y-.042 572POST4Y-.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 .753MP2X-.323 .754MP7X-.323 .755POST6X-.185 .56MP3X-.185 .75 7 MP6 X -.178 .758POST5X-.171 .59MP4X-.062 .7510POST7X-.166 311MP5X-.083 3 12 MP2 X -.161 313MP7X-.081 314POST6X-.08 315MP3X-.04 316POST7X-.125 4.5 17 MP2 X -.12 4.518POST6X-.035 4.519MP6X-.086 320POST5X-.083 321MP4X-.04 3 22 POST7 X -.195 2.523POST5X-.188 2.524POST6X-.08 2.525MP10X-.112 326POST3X-.13 3 27 MP8 X -.067 328POST8X-.015 429POST4X-.003 430MP9X-.044 431POST8X-.039 2.5 32 POST4 X -.044 2.533MP9X-.025 2.534POST8X-.552 135POST4X-.65 136MP9X-.303 1 37 POST8 X -.015 438POST4X-.003 439MP9X-.044 440TRAIL5X-.28 341POST7X-.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, 20204:37 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 5.544MP7X-.323 545POST6X-.185 4.7546MP3X-.185 5.547MP6X-.178 5.548POST5X-.171 4.7549MP4X-.062 5.550POST7X-.166 451MP5X-.083 452MP2X-.161 453MP7X-.081 4 54 POST6 X -.08 455MP3X-.04 456POST7X-.125 4.557MP2X-.12 558POST6X-.035 4.5 59 MP6 X -.086 460POST5X-.083 461MP4X-.04 462MP10X-.112 4.7563POST3X-.13 4.75 64 MP8 X -.067 565POST8X-.015 566POST4X-.003 4.7567MP9X-.044 568POST8X-.552 5 69 POST4 X -.65 4.7570MP9X-.303 571POST8X-.015 572POST4X-.003 4.7573MP9X-.044 5 Member Point Loads (BLC 3 : 30 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.226 .52MP5X-.226 .75 3 MP2 X -.292 .754MP7X-.292 .755POST6X-.172 .56MP3X-.172 .757MP6X-.106 .75 8 POST5 X -.158 .59MP4X-.063 .7510POST7X-.108 311MP5X-.054 312MP2X-.147 3 13 MP7 X -.073 314POST6X-.077 315MP3X-.038 316POST7X-.071 4.517MP2X-.112 4.5 18 POST6 X -.038 4.519MP6X-.055 320POST5X-.076 321MP4X-.038 322POST7X-.121 2.5 23 POST5 X -.173 2.524POST6X-.079 2.525MP10X-.068 326POST3X-.113 327MP8X-.067 3 28 POST8 X -.032 4 RISA-3D Version 17.0.2 Page 10 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 94 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 430MP9X-.032 431POST8X-.025 2.532POST4X-.038 2.533MP9X-.025 2.534POST8X-.317 135POST4X-.563 136MP9X-.313 137POST8X-.032 438POST4X-.003 439MP9X-.032 4 40 TRAIL5 X -.242 341POST7X-.226 4.7542MP5X-.226 5.543MP2X-.292 5.544MP7X-.292 5 45 POST6 X -.172 4.7546MP3X-.172 5.547MP6X-.106 5.548POST5X-.158 4.7549MP4X-.063 5.5 50 POST7 X -.108 451MP5X-.054 452MP2X-.147 453MP7X-.073 454POST6X-.077 4 55 MP3 X -.038 456POST7X-.071 4.557MP2X-.112 558POST6X-.038 4.559MP6X-.055 4 60 POST5 X -.076 461MP4X-.038 462MP10X-.068 4.7563POST3X-.113 4.7564MP8X-.067 5 65 POST8 X -.032 566POST4X-.003 4.7567MP9X-.032 5 68 POST8 X -.317 569POST4X-.563 4.75 70 MP9 X -.313 571POST8X-.032 572POST4X-.003 4.75 73 MP9 X -.032 574POST7Z-.13 .5 75 MP5 Z -.13 .7576MP2Z-.168 .7577MP7Z-.168 .75 78 POST6 Z -.1 .579MP3Z-.1 .75 80 MP6 Z -.061 .7581POST5Z-.091 .582MP4Z-.036 .75 83 POST7 Z -.063 384MP5Z-.031 3 85 MP2 Z -.085 386MP7Z-.042 387POST6Z-.044 3 88 MP3 Z -.022 389POST7Z-.041 4.590MP2Z-.065 4.591POST6Z-.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, 20204:37 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 393POST5Z-.044 394MP4Z-.022 395POST7Z-.07 2.596POST5Z-.1 2.597POST6Z-.046 2.598MP10Z-.039 399POST3Z-.065 3100MP8Z-.039 3101POST8Z-.018 4102POST4Z-.002 4 103 MP9 Z -.019 4104POST8Z-.014 2.5105POST4Z-.022 2.5106MP9Z-.014 2.5107POST8Z-.183 1 108 POST4 Z -.325 1109MP9Z-.181 1110POST8Z-.018 4111POST4Z-.002 4112MP9Z-.019 4 113 TRAIL5 Z -.14 3114POST7Z-.13 4.75115MP5Z-.13 5.5116MP2Z-.168 5.5117MP7Z-.168 5 118 POST6 Z -.1 4.75119MP3Z-.1 5.5120MP6Z-.061 5.5121POST5Z-.091 4.75122MP4Z-.036 5.5 123 POST7 Z -.063 4124MP5Z-.031 4125MP2Z-.085 4126MP7Z-.042 4127POST6Z-.044 4 128 MP3 Z -.022 4129POST7Z-.041 4.5130MP2Z-.065 5 131 POST6 Z -.022 4.5132MP6Z-.032 4 133 POST5 Z -.044 4134MP4Z-.022 4135MP10Z-.039 4.75 136 POST3 Z -.065 4.75137MP8Z-.039 5 138 POST8 Z -.018 5139POST4Z-.002 4.75140MP9Z-.019 5 141 POST8 Z -.183 5142POST4Z-.325 4.75 143 MP9 Z -.181 5144POST8Z-.018 5145POST4Z-.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 .52MP5X-.156 .753MP2X-.221 .75 4 MP7 X -.221 .75 RISA-3D Version 17.0.2 Page 12 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 95 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .56MP3X-.165 .757MP6X-.064 .758POST5X-.115 .59MP4X-.071 .7510POST7X-.072 311MP5X-.036 312MP2X-.11 313MP7X-.055 314POST6X-.077 315MP3X-.038 3 16 POST7 X -.04 4.517MP2X-.081 4.518POST6X-.046 4.519MP6X-.036 320POST5X-.057 3 21 MP4 X -.039 322POST7X-.076 2.523POST5X-.128 2.524POST6X-.084 2.525MP10X-.048 3 26 POST3 X -.083 327MP8X-.066 328POST8X-.031 429POST4X-.008 430MP9X-.019 4 31 POST8 X -.018 2.532POST4X-.029 2.533MP9X-.023 2.534POST8X-.22 135POST4X-.411 1 36 MP9 X -.317 137POST8X-.03 438POST4X-.008 439MP9X-.019 440TRAIL5X-.198 3 41 POST7 X -.156 4.7542MP5X-.156 5.543MP2X-.221 5.5 44 MP7 X -.221 545POST6X-.165 4.75 46 MP3 X -.165 5.547MP6X-.064 5.548POST5X-.115 4.75 49 MP4 X -.071 5.550POST7X-.072 4 51 MP5 X -.036 452MP2X-.11 453MP7X-.055 4 54 POST6 X -.077 455MP3X-.038 4 56 POST7 X -.04 4.557MP2X-.081 558POST6X-.046 4.5 59 MP6 X -.036 460POST5X-.057 4 61 MP4 X -.039 462MP10X-.048 4.7563POST3X-.083 4.75 64 MP8 X -.066 565POST8X-.031 566POST4X-.008 4.7567MP9X-.019 5 RISA-3D Version 17.0.2 Page 13 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 569POST4X-.411 4.7570MP9X-.317 571POST8X-.03 572POST4X-.008 4.7573MP9X-.019 574POST7Z-.156 .575MP5Z-.156 .7576MP2Z-.221 .7577MP7Z-.221 .7578POST6Z-.165 .5 79 MP3 Z -.165 .7580MP6Z-.064 .7581POST5Z-.115 .582MP4Z-.071 .7583POST7Z-.072 3 84 MP5 Z -.036 385MP2Z-.11 386MP7Z-.055 387POST6Z-.077 388MP3Z-.038 3 89 POST7 Z -.04 4.590MP2Z-.081 4.591POST6Z-.046 4.592MP6Z-.036 393POST5Z-.057 3 94 MP4 Z -.039 395POST7Z-.076 2.596POST5Z-.128 2.597POST6Z-.084 2.598MP10Z-.048 3 99 POST3 Z -.083 3100MP8Z-.066 3101POST8Z-.031 4102POST4Z-.008 4103MP9Z-.019 4 104 POST8 Z -.018 2.5105POST4Z-.029 2.5106MP9Z-.023 2.5 107 POST8 Z -.22 1108POST4Z-.411 1 109 MP9 Z -.317 1110POST8Z-.03 4111POST4Z-.008 4 112 MP9 Z -.019 4113TRAIL5Z-.198 3 114 POST7 Z -.156 4.75115MP5Z-.156 5.5116MP2Z-.221 5.5 117 MP7 Z -.221 5118POST6Z-.165 4.75 119 MP3 Z -.165 5.5120MP6Z-.064 5.5121POST5Z-.115 4.75 122 MP4 Z -.071 5.5123POST7Z-.072 4 124 MP5 Z -.036 4125MP2Z-.11 4126MP7Z-.055 4 127 POST6 Z -.077 4128MP3Z-.038 4129POST7Z-.04 4.5130MP2Z-.081 5 RISA-3D Version 17.0.2 Page 14 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 96 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.5132MP6Z-.036 4133POST5Z-.057 4134MP4Z-.039 4135MP10Z-.048 4.75136POST3Z-.083 4.75137MP8Z-.066 5138POST8Z-.031 5139POST4Z-.008 4.75140MP9Z-.019 5141POST8Z-.22 5 142 POST4 Z -.411 4.75143MP9Z-.317 5144POST8Z-.03 5145POST4Z-.008 4.75146MP9Z-.019 5 Member Point Loads (BLC 5 : 60 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.096 .52MP5X-.096 .75 3 MP2 X -.137 .754MP7X-.137 .755POST6X-.137 .56MP3X-.137 .757MP6X-.033 .75 8 POST5 X -.067 .59MP4X-.067 .7510POST7X-.042 311MP5X-.021 312MP2X-.067 3 13 MP7 X -.033 314POST6X-.067 315MP3X-.033 316POST7X-.019 4.517MP2X-.045 4.5 18 POST6 X -.045 4.519MP6X-.021 320POST5X-.034 321MP4X-.034 322POST7X-.042 2.5 23 POST5 X -.075 2.524POST6X-.075 2.525MP10X-.033 326POST3X-.05 327MP8X-.055 3 28 POST8 X -.022 429POST4X-.011 430MP9X-.008 431POST8X-.013 2.532POST4X-.018 2.5 33 MP9 X -.019 2.534POST8X-.151 135POST4X-.244 136MP9X-.273 137POST8X-.022 4 38 POST4 X -.011 439MP9X-.008 440TRAIL5X-.14 341POST7X-.096 4.7542MP5X-.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, 20204:37 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 545POST6X-.137 4.7546MP3X-.137 5.547MP6X-.033 5.548POST5X-.067 4.7549MP4X-.067 5.550POST7X-.042 451MP5X-.021 452MP2X-.067 453MP7X-.033 454POST6X-.067 4 55 MP3 X -.033 456POST7X-.019 4.557MP2X-.045 558POST6X-.045 4.559MP6X-.021 4 60 POST5 X -.034 461MP4X-.034 462MP10X-.033 4.7563POST3X-.05 4.7564MP8X-.055 5 65 POST8 X -.022 566POST4X-.011 4.7567MP9X-.008 568POST8X-.151 569POST4X-.244 4.75 70 MP9 X -.273 571POST8X-.022 572POST4X-.011 4.7573MP9X-.008 574POST7Z-.165 .5 75 MP5 Z -.165 .7576MP2Z-.238 .7577MP7Z-.238 .7578POST6Z-.238 .579MP3Z-.238 .75 80 MP6 Z -.057 .7581POST5Z-.115 .582MP4Z-.115 .75 83 POST7 Z -.073 384MP5Z-.036 3 85 MP2 Z -.115 386MP7Z-.058 387POST6Z-.115 3 88 MP3 Z -.058 389POST7Z-.033 4.5 90 MP2 Z -.078 4.591POST6Z-.078 4.592MP6Z-.036 3 93 POST5 Z -.059 394MP4Z-.059 3 95 POST7 Z -.074 2.596POST5Z-.131 2.597POST6Z-.131 2.5 98 MP10 Z -.058 399POST3Z-.087 3 100 MP8 Z -.096 3101POST8Z-.039 4102POST4Z-.019 4 103 MP9 Z -.013 4104POST8Z-.022 2.5105POST4Z-.031 2.5106MP9Z-.033 2.5 RISA-3D Version 17.0.2 Page 16 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 97 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 1108POST4Z-.422 1109MP9Z-.472 1110POST8Z-.038 4111POST4Z-.019 4112MP9Z-.013 4113TRAIL5Z-.242 3114POST7Z-.165 4.75115MP5Z-.165 5.5116MP2Z-.238 5.5117MP7Z-.238 5 118 POST6 Z -.238 4.75119MP3Z-.238 5.5120MP6Z-.057 5.5121POST5Z-.115 4.75122MP4Z-.115 5.5 123 POST7 Z -.073 4124MP5Z-.036 4125MP2Z-.115 4126MP7Z-.058 4127POST6Z-.115 4 128 MP3 Z -.058 4129POST7Z-.033 4.5130MP2Z-.078 5131POST6Z-.078 4.5132MP6Z-.036 4 133 POST5 Z -.059 4134MP4Z-.059 4135MP10Z-.058 4.75136POST3Z-.087 4.75137MP8Z-.096 5 138 POST8 Z -.039 5139POST4Z-.019 4.75140MP9Z-.013 5141POST8Z-.262 5142POST4Z-.422 4.75 143 MP9 Z -.472 5144POST8Z-.038 5145POST4Z-.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 .52MP5Z-.191 .753MP2Z-.199 .75 4 MP7 Z -.199 .755POST6Z-.337 .56MP3Z-.337 .757MP6Z-.066 .758POST5Z-.073 .5 9 MP4 Z -.182 .7510POST7Z-.084 311MP5Z-.042 312MP2Z-.089 313MP7Z-.044 3 14 POST6 Z -.17 315MP3Z-.085 316POST7Z-.039 4.517MP2Z-.044 4.518POST6Z-.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, 20204:37 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 321MP4Z-.088 322POST7Z-.085 2.523POST5Z-.091 2.524POST6Z-.199 2.525MP10Z-.089 326POST3Z-.071 327MP8Z-.134 328POST8Z-.03 429POST4Z-.042 430MP9Z-.000611 4 31 POST8 Z -.032 2.532POST4Z-.027 2.533MP9Z-.045 2.534POST8Z-.423 135POST4Z-.324 1 36 MP9 Z -.671 137POST8Z-.03 438POST4Z-.041 439MP9Z-.000582 440TRAIL5Z-.28 3 41 POST7 Z -.191 4.7542MP5Z-.191 5.543MP2Z-.199 5.544MP7Z-.199 545POST6Z-.337 4.75 46 MP3 Z -.337 5.547MP6Z-.066 5.548POST5Z-.073 4.7549MP4Z-.182 5.550POST7Z-.084 4 51 MP5 Z -.042 452MP2Z-.089 453MP7Z-.044 454POST6Z-.17 455MP3Z-.085 4 56 POST7 Z -.039 4.557MP2Z-.044 558POST6Z-.129 4.5 59 MP6 Z -.042 460POST5Z-.044 4 61 MP4 Z -.088 462MP10Z-.089 4.7563POST3Z-.071 4.75 64 MP8 Z -.134 565POST8Z-.03 5 66 POST4 Z -.042 4.7567MP9Z-.000611 568POST8Z-.423 5 69 POST4 Z -.324 4.7570MP9Z-.671 5 71 POST8 Z -.03 572POST4Z-.041 4.7573MP9Z-.000582 5 Member Point Loads (BLC 7 : 120 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .13 .52MP5X.13 .753MP2X.093 .754MP7X.093 .75 5 POST6 X .161 .5 RISA-3D Version 17.0.2 Page 18 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 98 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .757MP6X.061 .758POST5X.031 .59MP4X.086 .7510POST7X.063 311MP5X.031 312MP2X.04 313MP7X.02 314POST6X.081 315MP3X.04 316POST7X.041 4.5 17 MP2 X .017 4.518POST6X.06 4.519MP6X.032 320POST5X.02 321MP4X.042 3 22 POST7 X .07 2.523POST5X.04 2.524POST6X.094 2.525MP10X.061 326POST3X.035 3 27 MP8 X .062 328POST8X.004 429POST4X.021 430MP9X.004 431POST8X.021 2.5 32 POST4 X .013 2.533MP9X.021 2.534POST8X.304 135POST4X.162 136MP9X.307 1 37 POST8 X .004 438POST4X.021 439MP9X.004 440TRAIL5X.14 341POST7X.13 4.75 42 MP5 X .13 5.543MP2X.093 5.544MP7X.093 5 45 POST6 X .161 4.7546MP3X.161 5.5 47 MP6 X .061 5.548POST5X.031 4.7549MP4X.086 5.5 50 POST7 X .063 451MP5X.031 4 52 MP2 X .04 453MP7X.02 454POST6X.081 4 55 MP3 X .04 456POST7X.041 4.5 57 MP2 X .017 558POST6X.06 4.559MP6X.032 4 60 POST5 X .02 461MP4X.042 4 62 MP10 X .061 4.7563POST3X.035 4.7564MP8X.062 5 65 POST8 X .004 566POST4X.021 4.7567MP9X.004 568POST8X.304 5 RISA-3D Version 17.0.2 Page 19 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.7570MP9X.307 571POST8X.004 572POST4X.021 4.7573MP9X.004 574POST7Z-.226 .575MP5Z-.226 .7576MP2Z-.16 .7577MP7Z-.16 .7578POST6Z-.279 .579MP3Z-.279 .75 80 MP6 Z -.106 .7581POST5Z-.053 .582MP4Z-.148 .7583POST7Z-.108 384MP5Z-.054 3 85 MP2 Z -.07 386MP7Z-.035 387POST6Z-.14 388MP3Z-.07 389POST7Z-.071 4.5 90 MP2 Z -.03 4.591POST6Z-.104 4.592MP6Z-.055 393POST5Z-.034 394MP4Z-.072 3 95 POST7 Z -.121 2.596POST5Z-.07 2.597POST6Z-.163 2.598MP10Z-.106 399POST3Z-.061 3 100 MP8 Z -.107 3101POST8Z-.007 4102POST4Z-.036 4103MP9Z-.007 4104POST8Z-.036 2.5 105 POST4 Z -.023 2.5106MP9Z-.036 2.5107POST8Z-.527 1 108 POST4 Z -.281 1109MP9Z-.531 1 110 POST8 Z -.007 4111POST4Z-.036 4112MP9Z-.006 4 113 TRAIL5 Z -.242 3114POST7Z-.226 4.75 115 MP5 Z -.226 5.5116MP2Z-.16 5.5117MP7Z-.16 5 118 POST6 Z -.279 4.75119MP3Z-.279 5.5 120 MP6 Z -.106 5.5121POST5Z-.053 4.75122MP4Z-.148 5.5 123 POST7 Z -.108 4124MP5Z-.054 4 125 MP2 Z -.07 4126MP7Z-.035 4127POST6Z-.14 4 128 MP3 Z -.07 4129POST7Z-.071 4.5130MP2Z-.03 5131POST6Z-.104 4.5 RISA-3D Version 17.0.2 Page 20 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 99 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4133POST5Z-.034 4134MP4Z-.072 4135MP10Z-.106 4.75136POST3Z-.061 4.75137MP8Z-.107 5138POST8Z-.007 5139POST4Z-.036 4.75140MP9Z-.007 5141POST8Z-.527 5142POST4Z-.281 4.75 143 MP9 Z -.531 5144POST8Z-.007 5145POST4Z-.036 4.75146MP9Z-.006 5 Member Point Loads (BLC 8 : 135 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .213 .52MP5X.213 .753MP2X.148 .75 4 MP7 X .148 .755POST6X.204 .56MP3X.204 .757MP6X.109 .758POST5X.057 .5 9 MP4 X .102 .7510POST7X.105 311MP5X.053 312MP2X.067 313MP7X.033 3 14 POST6 X .1 315MP3X.05 316POST7X.076 4.517MP2X.035 4.518POST6X.07 4.5 19 MP6 X .054 320POST5X.033 321MP4X.051 322POST7X.121 2.523POST5X.07 2.5 24 POST6 X .114 2.525MP10X.094 326POST3X.059 327MP8X.076 328POST8X.001 4 29 POST4 X .024 430MP9X.013 431POST8X.032 2.532POST4X.021 2.533MP9X.026 2.5 34 POST8 X .47 135POST4X.278 136MP9X.372 137POST8X.001 438POST4X.024 4 39 MP9 X .012 440TRAIL5X.198 341POST7X.213 4.7542MP5X.213 5.543MP2X.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, 20204:37 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 4.7546MP3X.204 5.547MP6X.109 5.548POST5X.057 4.7549MP4X.102 5.550POST7X.105 451MP5X.053 452MP2X.067 453MP7X.033 454POST6X.1 455MP3X.05 4 56 POST7 X .076 4.557MP2X.035 558POST6X.07 4.559MP6X.054 460POST5X.033 4 61 MP4 X .051 462MP10X.094 4.7563POST3X.059 4.7564MP8X.076 565POST8X.001 5 66 POST4 X .024 4.7567MP9X.013 568POST8X.47 569POST4X.278 4.7570MP9X.372 5 71 POST8 X .001 572POST4X.024 4.7573MP9X.012 574POST7Z-.213 .575MP5Z-.213 .75 76 MP2 Z -.148 .7577MP7Z-.148 .7578POST6Z-.204 .579MP3Z-.204 .7580MP6Z-.109 .75 81 POST5 Z -.057 .582MP4Z-.102 .7583POST7Z-.105 3 84 MP5 Z -.053 385MP2Z-.067 3 86 MP7 Z -.033 387POST6Z-.1 388MP3Z-.05 3 89 POST7 Z -.076 4.590MP2Z-.035 4.5 91 POST6 Z -.07 4.592MP6Z-.054 393POST5Z-.033 3 94 MP4 Z -.051 395POST7Z-.121 2.5 96 POST5 Z -.07 2.597POST6Z-.114 2.598MP10Z-.094 3 99 POST3 Z -.059 3100MP8Z-.076 3 101 POST8 Z -.001 4102POST4Z-.024 4103MP9Z-.013 4 104 POST8 Z -.032 2.5105POST4Z-.021 2.5106MP9Z-.026 2.5107POST8Z-.47 1 RISA-3D Version 17.0.2 Page 22 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 100 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 1109MP9Z-.372 1110POST8Z-.001 4111POST4Z-.024 4112MP9Z-.012 4113TRAIL5Z-.198 3114POST7Z-.213 4.75115MP5Z-.213 5.5116MP2Z-.148 5.5117MP7Z-.148 5118POST6Z-.204 4.75 119 MP3 Z -.204 5.5120MP6Z-.109 5.5121POST5Z-.057 4.75122MP4Z-.102 5.5123POST7Z-.105 4 124 MP5 Z -.053 4125MP2Z-.067 4126MP7Z-.033 4127POST6Z-.1 4128MP3Z-.05 4 129 POST7 Z -.076 4.5130MP2Z-.035 5131POST6Z-.07 4.5132MP6Z-.054 4133POST5Z-.033 4 134 MP4 Z -.051 4135MP10Z-.094 4.75136POST3Z-.059 4.75137MP8Z-.076 5138POST8Z-.001 5 139 POST4 Z -.024 4.75140MP9Z-.013 5141POST8Z-.47 5142POST4Z-.278 4.75143MP9Z-.372 5 144 POST8 Z -.001 5145POST4Z-.024 4.75146MP9Z-.012 5 Member Point Loads (BLC 9 : 150 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .286 .52MP5X.286 .753MP2X.214 .754MP7X.214 .75 5 POST6 X .214 .56MP3X.214 .757MP6X.154 .758POST5X.096 .59MP4X.096 .75 10 POST7 X .144 311MP5X.072 312MP2X.101 313MP7X.051 314POST6X.101 3 15 MP3 X .051 316POST7X.109 4.517MP2X.063 4.518POST6X.063 4.519MP6X.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, 20204:37 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 322POST7X.169 2.523POST5X.112 2.524POST6X.112 2.525MP10X.116 326POST3X.087 327MP8X.078 328POST8X.0004 429POST4X.019 430MP9X.025 431POST8X.039 2.5 32 POST4 X .031 2.533MP9X.028 2.534POST8X.582 135POST4X.422 136MP9X.372 1 37 POST8 X .000376 438POST4X.019 439MP9X.025 440TRAIL5X.242 341POST7X.286 4.75 42 MP5 X .286 5.543MP2X.214 5.544MP7X.214 545POST6X.214 4.7546MP3X.214 5.5 47 MP6 X .154 5.548POST5X.096 4.7549MP4X.096 5.550POST7X.144 451MP5X.072 4 52 MP2 X .101 453MP7X.051 454POST6X.101 455MP3X.051 456POST7X.109 4.5 57 MP2 X .063 558POST6X.063 4.559MP6X.074 4 60 POST5 X .051 461MP4X.051 4 62 MP10 X .116 4.7563POST3X.087 4.7564MP8X.078 5 65 POST8 X .0004 566POST4X.019 4.75 67 MP9 X .025 568POST8X.582 569POST4X.422 4.75 70 MP9 X .372 571POST8X.000376 5 72 POST4 X .019 4.7573MP9X.025 574POST7Z-.165 .5 75 MP5 Z -.165 .7576MP2Z-.123 .75 77 MP7 Z -.123 .7578POST6Z-.123 .579MP3Z-.123 .75 80 MP6 Z -.089 .7581POST5Z-.055 .582MP4Z-.055 .7583POST7Z-.083 3 RISA-3D Version 17.0.2 Page 24 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 101 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 385MP2Z-.058 386MP7Z-.029 387POST6Z-.058 388MP3Z-.029 389POST7Z-.063 4.590MP2Z-.037 4.591POST6Z-.037 4.592MP6Z-.043 393POST5Z-.03 394MP4Z-.03 3 95 POST7 Z -.097 2.596POST5Z-.064 2.597POST6Z-.064 2.598MP10Z-.067 399POST3Z-.05 3 100 MP8 Z -.045 3101POST8Z-.000231 4102POST4Z-.011 4103MP9Z-.015 4104POST8Z-.023 2.5 105 POST4 Z -.018 2.5106MP9Z-.016 2.5107POST8Z-.336 1108POST4Z-.244 1109MP9Z-.215 1 110 POST8 Z -.000217 4111POST4Z-.011 4112MP9Z-.015 4113TRAIL5Z-.14 3114POST7Z-.165 4.75 115 MP5 Z -.165 5.5116MP2Z-.123 5.5117MP7Z-.123 5118POST6Z-.123 4.75119MP3Z-.123 5.5 120 MP6 Z -.089 5.5121POST5Z-.055 4.75122MP4Z-.055 5.5 123 POST7 Z -.083 4124MP5Z-.042 4 125 MP2 Z -.058 4126MP7Z-.029 4127POST6Z-.058 4 128 MP3 Z -.029 4129POST7Z-.063 4.5 130 MP2 Z -.037 5131POST6Z-.037 4.5132MP6Z-.043 4 133 POST5 Z -.03 4134MP4Z-.03 4 135 MP10 Z -.067 4.75136POST3Z-.05 4.75137MP8Z-.045 5 138 POST8 Z -.000231 5139POST4Z-.011 4.75 140 MP9 Z -.015 5141POST8Z-.336 5142POST4Z-.244 4.75 143 MP9 Z -.215 5144POST8Z-.000217 5145POST4Z-.011 4.75146MP9Z-.015 5 RISA-3D Version 17.0.2 Page 25 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .52MP5X.331 .753MP2X.323 .754MP7X.323 .755POST6X.185 .56MP3X.185 .757MP6X.178 .758POST5X.171 .59MP4X.062 .7510POST7X.166 311MP5X.083 3 12 MP2 X .161 313MP7X.081 314POST6X.08 315MP3X.04 316POST7X.125 4.5 17 MP2 X .12 4.518POST6X.035 4.519MP6X.086 320POST5X.083 321MP4X.04 3 22 POST7 X .195 2.523POST5X.188 2.524POST6X.08 2.525MP10X.112 326POST3X.13 3 27 MP8 X .067 328POST8X.015 429POST4X.003 430MP9X.044 431POST8X.039 2.5 32 POST4 X .044 2.533MP9X.025 2.534POST8X.552 135POST4X.65 136MP9X.303 1 37 POST8 X .015 438POST4X.003 439MP9X.044 4 40 TRAIL5 X .28 341POST7X.331 4.75 42 MP5 X .331 5.543MP2X.323 5.544MP7X.323 5 45 POST6 X .185 4.7546MP3X.185 5.5 47 MP6 X .178 5.548POST5X.171 4.7549MP4X.062 5.5 50 POST7 X .166 451MP5X.083 4 52 MP2 X .161 453MP7X.081 454POST6X.08 4 55 MP3 X .04 456POST7X.125 4.5 57 MP2 X .12 558POST6X.035 4.559MP6X.086 4 60 POST5 X .083 461MP4X.04 462MP10X.112 4.7563POST3X.13 4.75 RISA-3D Version 17.0.2 Page 26 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 102 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 565POST8X.015 566POST4X.003 4.7567MP9X.044 568POST8X.552 569POST4X.65 4.7570MP9X.303 571POST8X.015 572POST4X.003 4.7573MP9X.044 5 Member Point Loads (BLC 11 : 210 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .226 .52MP5X.226 .753MP2X.292 .75 4 MP7 X .292 .755POST6X.172 .56MP3X.172 .757MP6X.106 .758POST5X.158 .5 9 MP4 X .063 .7510POST7X.108 311MP5X.054 312MP2X.147 313MP7X.073 3 14 POST6 X .077 315MP3X.038 316POST7X.071 4.517MP2X.112 4.518POST6X.038 4.5 19 MP6 X .055 320POST5X.076 321MP4X.038 322POST7X.121 2.523POST5X.173 2.5 24 POST6 X .079 2.525MP10X.068 326POST3X.113 327MP8X.067 328POST8X.032 4 29 POST4 X .003 430MP9X.032 431POST8X.025 2.532POST4X.038 2.533MP9X.025 2.5 34 POST8 X .317 135POST4X.563 136MP9X.313 137POST8X.032 438POST4X.003 4 39 MP9 X .032 440TRAIL5X.242 341POST7X.226 4.7542MP5X.226 5.543MP2X.292 5.5 44 MP7 X .292 545POST6X.172 4.7546MP3X.172 5.547MP6X.106 5.548POST5X.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, 20204:37 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 451MP5X.054 452MP2X.147 453MP7X.073 454POST6X.077 455MP3X.038 456POST7X.071 4.557MP2X.112 558POST6X.038 4.559MP6X.055 460POST5X.076 4 61 MP4 X .038 462MP10X.068 4.7563POST3X.113 4.7564MP8X.067 565POST8X.032 5 66 POST4 X .003 4.7567MP9X.032 568POST8X.317 569POST4X.563 4.7570MP9X.313 5 71 POST8 X .032 572POST4X.003 4.7573MP9X.032 574POST7Z.13 .575MP5Z.13 .75 76 MP2 Z .168 .7577MP7Z.168 .7578POST6Z.1 .579MP3Z.1 .7580MP6Z.061 .75 81 POST5 Z .091 .582MP4Z.036 .7583POST7Z.063 384MP5Z.031 385MP2Z.085 3 86 MP7 Z .042 387POST6Z.044 388MP3Z.022 3 89 POST7 Z .041 4.590MP2Z.065 4.5 91 POST6 Z .022 4.592MP6Z.032 393POST5Z.044 3 94 MP4 Z .022 395POST7Z.07 2.5 96 POST5 Z .1 2.597POST6Z.046 2.598MP10Z.039 3 99 POST3 Z .065 3100MP8Z.039 3 101 POST8 Z .018 4102POST4Z.002 4103MP9Z.019 4 104 POST8 Z .014 2.5105POST4Z.022 2.5 106 MP9 Z .014 2.5107POST8Z.183 1108POST4Z.325 1 109 MP9 Z .181 1110POST8Z.018 4111POST4Z.002 4112MP9Z.019 4 RISA-3D Version 17.0.2 Page 28 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 103 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 3114POST7Z.13 4.75115MP5Z.13 5.5116MP2Z.168 5.5117MP7Z.168 5118POST6Z.1 4.75119MP3Z.1 5.5120MP6Z.061 5.5121POST5Z.091 4.75122MP4Z.036 5.5123POST7Z.063 4 124 MP5 Z .031 4125MP2Z.085 4126MP7Z.042 4127POST6Z.044 4128MP3Z.022 4 129 POST7 Z .041 4.5130MP2Z.065 5131POST6Z.022 4.5132MP6Z.032 4133POST5Z.044 4 134 MP4 Z .022 4135MP10Z.039 4.75136POST3Z.065 4.75137MP8Z.039 5138POST8Z.018 5 139 POST4 Z .002 4.75140MP9Z.019 5141POST8Z.183 5142POST4Z.325 4.75143MP9Z.181 5 144 POST8 Z .018 5145POST4Z.002 4.75146MP9Z.019 5 Member Point Loads (BLC 12 : 225 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .156 .52MP5X.156 .753MP2X.221 .754MP7X.221 .75 5 POST6 X .165 .56MP3X.165 .757MP6X.064 .758POST5X.115 .59MP4X.071 .75 10 POST7 X .072 311MP5X.036 312MP2X.11 313MP7X.055 314POST6X.077 3 15 MP3 X .038 316POST7X.04 4.517MP2X.081 4.518POST6X.046 4.519MP6X.036 3 20 POST5 X .057 321MP4X.039 322POST7X.076 2.523POST5X.128 2.524POST6X.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, 20204:37 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 327MP8X.066 328POST8X.031 429POST4X.008 430MP9X.019 431POST8X.018 2.532POST4X.029 2.533MP9X.023 2.534POST8X.22 135POST4X.411 136MP9X.317 1 37 POST8 X .03 438POST4X.008 439MP9X.019 440TRAIL5X.198 341POST7X.156 4.75 42 MP5 X .156 5.543MP2X.221 5.544MP7X.221 545POST6X.165 4.7546MP3X.165 5.5 47 MP6 X .064 5.548POST5X.115 4.7549MP4X.071 5.550POST7X.072 451MP5X.036 4 52 MP2 X .11 453MP7X.055 454POST6X.077 455MP3X.038 456POST7X.04 4.5 57 MP2 X .081 558POST6X.046 4.559MP6X.036 460POST5X.057 461MP4X.039 4 62 MP10 X .048 4.7563POST3X.083 4.7564MP8X.066 5 65 POST8 X .031 566POST4X.008 4.75 67 MP9 X .019 568POST8X.22 569POST4X.411 4.75 70 MP9 X .317 571POST8X.03 5 72 POST4 X .008 4.7573MP9X.019 574POST7Z.156 .5 75 MP5 Z .156 .7576MP2Z.221 .75 77 MP7 Z .221 .7578POST6Z.165 .579MP3Z.165 .75 80 MP6 Z .064 .7581POST5Z.115 .5 82 MP4 Z .071 .7583POST7Z.072 384MP5Z.036 3 85 MP2 Z .11 386MP7Z.055 387POST6Z.077 388MP3Z.038 3 RISA-3D Version 17.0.2 Page 30 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 104 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.590MP2Z.081 4.591POST6Z.046 4.592MP6Z.036 393POST5Z.057 394MP4Z.039 395POST7Z.076 2.596POST5Z.128 2.597POST6Z.084 2.598MP10Z.048 399POST3Z.083 3 100 MP8 Z .066 3101POST8Z.031 4102POST4Z.008 4103MP9Z.019 4104POST8Z.018 2.5 105 POST4 Z .029 2.5106MP9Z.023 2.5107POST8Z.22 1108POST4Z.411 1109MP9Z.317 1 110 POST8 Z .03 4111POST4Z.008 4112MP9Z.019 4113TRAIL5Z.198 3114POST7Z.156 4.75 115 MP5 Z .156 5.5116MP2Z.221 5.5117MP7Z.221 5118POST6Z.165 4.75119MP3Z.165 5.5 120 MP6 Z .064 5.5121POST5Z.115 4.75122MP4Z.071 5.5123POST7Z.072 4124MP5Z.036 4 125 MP2 Z .11 4126MP7Z.055 4127POST6Z.077 4 128 MP3 Z .038 4129POST7Z.04 4.5 130 MP2 Z .081 5131POST6Z.046 4.5132MP6Z.036 4 133 POST5 Z .057 4134MP4Z.039 4 135 MP10 Z .048 4.75136POST3Z.083 4.75137MP8Z.066 5 138 POST8 Z .031 5139POST4Z.008 4.75 140 MP9 Z .019 5141POST8Z.22 5142POST4Z.411 4.75 143 MP9 Z .317 5144POST8Z.03 5 145 POST4 Z .008 4.75146MP9Z.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, 20204:37 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 .753MP2X.137 .754MP7X.137 .755POST6X.137 .56MP3X.137 .757MP6X.033 .758POST5X.067 .59MP4X.067 .7510POST7X.042 311MP5X.021 312MP2X.067 3 13 MP7 X .033 314POST6X.067 315MP3X.033 316POST7X.019 4.517MP2X.045 4.5 18 POST6 X .045 4.519MP6X.021 320POST5X.034 321MP4X.034 322POST7X.042 2.5 23 POST5 X .075 2.524POST6X.075 2.525MP10X.033 326POST3X.05 327MP8X.055 3 28 POST8 X .022 429POST4X.011 430MP9X.008 431POST8X.013 2.532POST4X.018 2.5 33 MP9 X .019 2.534POST8X.151 135POST4X.244 136MP9X.273 137POST8X.022 4 38 POST4 X .011 439MP9X.008 440TRAIL5X.14 3 41 POST7 X .096 4.7542MP5X.096 5.5 43 MP2 X .137 5.544MP7X.137 545POST6X.137 4.75 46 MP3 X .137 5.547MP6X.033 5.5 48 POST5 X .067 4.7549MP4X.067 5.550POST7X.042 4 51 MP5 X .021 452MP2X.067 4 53 MP7 X .033 454POST6X.067 455MP3X.033 4 56 POST7 X .019 4.557MP2X.045 5 58 POST6 X .045 4.559MP6X.021 460POST5X.034 4 61 MP4 X .034 462MP10X.033 4.7563POST3X.05 4.7564MP8X.055 5 RISA-3D Version 17.0.2 Page 32 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 105 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 566POST4X.011 4.7567MP9X.008 568POST8X.151 569POST4X.244 4.7570MP9X.273 571POST8X.022 572POST4X.011 4.7573MP9X.008 574POST7Z.165 .575MP5Z.165 .75 76 MP2 Z .238 .7577MP7Z.238 .7578POST6Z.238 .579MP3Z.238 .7580MP6Z.057 .75 81 POST5 Z .115 .582MP4Z.115 .7583POST7Z.073 384MP5Z.036 385MP2Z.115 3 86 MP7 Z .058 387POST6Z.115 388MP3Z.058 389POST7Z.033 4.590MP2Z.078 4.5 91 POST6 Z .078 4.592MP6Z.036 393POST5Z.059 394MP4Z.059 395POST7Z.074 2.5 96 POST5 Z .131 2.597POST6Z.131 2.598MP10Z.058 399POST3Z.087 3100MP8Z.096 3 101 POST8 Z .039 4102POST4Z.019 4103MP9Z.013 4 104 POST8 Z .022 2.5105POST4Z.031 2.5 106 MP9 Z .033 2.5107POST8Z.262 1108POST4Z.422 1 109 MP9 Z .472 1110POST8Z.038 4 111 POST4 Z .019 4112MP9Z.013 4113TRAIL5Z.242 3 114 POST7 Z .165 4.75115MP5Z.165 5.5 116 MP2 Z .238 5.5117MP7Z.238 5118POST6Z.238 4.75 119 MP3 Z .238 5.5120MP6Z.057 5.5 121 POST5 Z .115 4.75122MP4Z.115 5.5123POST7Z.073 4 124 MP5 Z .036 4125MP2Z.115 4126MP7Z.058 4127POST6Z.115 4 RISA-3D Version 17.0.2 Page 33 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4129POST7Z.033 4.5130MP2Z.078 5131POST6Z.078 4.5132MP6Z.036 4133POST5Z.059 4134MP4Z.059 4135MP10Z.058 4.75136POST3Z.087 4.75137MP8Z.096 5138POST8Z.039 5 139 POST4 Z .019 4.75140MP9Z.013 5141POST8Z.262 5142POST4Z.422 4.75143MP9Z.472 5 144 POST8 Z .038 5145POST4Z.019 4.75146MP9Z.013 5 Member Point Loads (BLC 14 : 270 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 Z .191 .52MP5Z.191 .753MP2Z.199 .754MP7Z.199 .75 5 POST6 Z .337 .56MP3Z.337 .757MP6Z.066 .758POST5Z.073 .59MP4Z.182 .75 10 POST7 Z .084 311MP5Z.042 312MP2Z.089 313MP7Z.044 314POST6Z.17 3 15 MP3 Z .085 316POST7Z.039 4.517MP2Z.044 4.518POST6Z.129 4.519MP6Z.042 3 20 POST5 Z .044 321MP4Z.088 322POST7Z.085 2.523POST5Z.091 2.524POST6Z.199 2.5 25 MP10 Z .089 326POST3Z.071 327MP8Z.134 328POST8Z.03 429POST4Z.042 4 30 MP9 Z .000611 431POST8Z.032 2.532POST4Z.027 2.533MP9Z.045 2.534POST8Z.423 1 35 POST4 Z .324 136MP9Z.671 137POST8Z.03 438POST4Z.041 439MP9Z.000582 4 40 TRAIL5 Z .28 3 RISA-3D Version 17.0.2 Page 34 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 106 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.7542MP5Z.191 5.543MP2Z.199 5.544MP7Z.199 545POST6Z.337 4.7546MP3Z.337 5.547MP6Z.066 5.548POST5Z.073 4.7549MP4Z.182 5.550POST7Z.084 451MP5Z.042 4 52 MP2 Z .089 453MP7Z.044 454POST6Z.17 455MP3Z.085 456POST7Z.039 4.5 57 MP2 Z .044 558POST6Z.129 4.559MP6Z.042 460POST5Z.044 461MP4Z.088 4 62 MP10 Z .089 4.7563POST3Z.071 4.7564MP8Z.134 565POST8Z.03 566POST4Z.042 4.75 67 MP9 Z .000611 568POST8Z.423 569POST4Z.324 4.7570MP9Z.671 571POST8Z.03 5 72 POST4 Z .041 4.7573MP9Z.000582 5 Member Point Loads (BLC 15 : 300 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.13 .52MP5X-.13 .753MP2X-.093 .754MP7X-.093 .755POST6X-.161 .5 6 MP3 X -.161 .757MP6X-.061 .758POST5X-.031 .59MP4X-.086 .7510POST7X-.063 3 11 MP5 X -.031 312MP2X-.04 313MP7X-.02 314POST6X-.081 315MP3X-.04 3 16 POST7 X -.041 4.517MP2X-.017 4.518POST6X-.06 4.519MP6X-.032 320POST5X-.02 3 21 MP4 X -.042 322POST7X-.07 2.523POST5X-.04 2.524POST6X-.094 2.525MP10X-.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, 20204:37 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 328POST8X-.004 429POST4X-.021 430MP9X-.004 431POST8X-.021 2.532POST4X-.013 2.533MP9X-.021 2.534POST8X-.304 135POST4X-.162 136MP9X-.307 137POST8X-.004 4 38 POST4 X -.021 439MP9X-.004 440TRAIL5X-.14 341POST7X-.13 4.7542MP5X-.13 5.5 43 MP2 X -.093 5.544MP7X-.093 545POST6X-.161 4.7546MP3X-.161 5.547MP6X-.061 5.5 48 POST5 X -.031 4.7549MP4X-.086 5.550POST7X-.063 451MP5X-.031 452MP2X-.04 4 53 MP7 X -.02 454POST6X-.081 455MP3X-.04 456POST7X-.041 4.557MP2X-.017 5 58 POST6 X -.06 4.559MP6X-.032 460POST5X-.02 461MP4X-.042 462MP10X-.061 4.75 63 POST3 X -.035 4.7564MP8X-.062 565POST8X-.004 5 66 POST4 X -.021 4.7567MP9X-.004 5 68 POST8 X -.304 569POST4X-.162 4.7570MP9X-.307 5 71 POST8 X -.004 572POST4X-.021 4.75 73 MP9 X -.004 574POST7Z.226 .575MP5Z.226 .75 76 MP2 Z .16 .7577MP7Z.16 .75 78 POST6 Z .279 .579MP3Z.279 .7580MP6Z.106 .75 81 POST5 Z .053 .582MP4Z.148 .75 83 POST7 Z .108 384MP5Z.054 385MP2Z.07 3 86 MP7 Z .035 387POST6Z.14 388MP3Z.07 389POST7Z.071 4.5 RISA-3D Version 17.0.2 Page 36 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 107 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.591POST6Z.104 4.592MP6Z.055 393POST5Z.034 394MP4Z.072 395POST7Z.121 2.596POST5Z.07 2.597POST6Z.163 2.598MP10Z.106 399POST3Z.061 3100MP8Z.107 3 101 POST8 Z .007 4102POST4Z.036 4103MP9Z.007 4104POST8Z.036 2.5105POST4Z.023 2.5 106 MP9 Z .036 2.5107POST8Z.527 1108POST4Z.281 1109MP9Z.531 1110POST8Z.007 4 111 POST4 Z .036 4112MP9Z.006 4113TRAIL5Z.242 3114POST7Z.226 4.75115MP5Z.226 5.5 116 MP2 Z .16 5.5117MP7Z.16 5118POST6Z.279 4.75119MP3Z.279 5.5120MP6Z.106 5.5 121 POST5 Z .053 4.75122MP4Z.148 5.5123POST7Z.108 4124MP5Z.054 4125MP2Z.07 4 126 MP7 Z .035 4127POST6Z.14 4128MP3Z.07 4 129 POST7 Z .071 4.5130MP2Z.03 5 131 POST6 Z .104 4.5132MP6Z.055 4133POST5Z.034 4 134 MP4 Z .072 4135MP10Z.106 4.75 136 POST3 Z .061 4.75137MP8Z.107 5138POST8Z.007 5 139 POST4 Z .036 4.75140MP9Z.007 5 141 POST8 Z .527 5142POST4Z.281 4.75143MP9Z.531 5 144 POST8 Z .007 5145POST4Z.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, 20204:37 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 .754MP7X-.148 .755POST6X-.204 .56MP3X-.204 .757MP6X-.109 .758POST5X-.057 .59MP4X-.102 .7510POST7X-.105 311MP5X-.053 312MP2X-.067 313MP7X-.033 3 14 POST6 X -.1 315MP3X-.05 316POST7X-.076 4.517MP2X-.035 4.518POST6X-.07 4.5 19 MP6 X -.054 320POST5X-.033 321MP4X-.051 322POST7X-.121 2.523POST5X-.07 2.5 24 POST6 X -.114 2.525MP10X-.094 326POST3X-.059 327MP8X-.076 328POST8X-.001 4 29 POST4 X -.024 430MP9X-.013 431POST8X-.032 2.532POST4X-.021 2.533MP9X-.026 2.5 34 POST8 X -.47 135POST4X-.278 136MP9X-.372 137POST8X-.001 438POST4X-.024 4 39 MP9 X -.012 440TRAIL5X-.198 341POST7X-.213 4.75 42 MP5 X -.213 5.543MP2X-.148 5.5 44 MP7 X -.148 545POST6X-.204 4.7546MP3X-.204 5.5 47 MP6 X -.109 5.548POST5X-.057 4.75 49 MP4 X -.102 5.550POST7X-.105 451MP5X-.053 4 52 MP2 X -.067 453MP7X-.033 4 54 POST6 X -.1 455MP3X-.05 456POST7X-.076 4.5 57 MP2 X -.035 558POST6X-.07 4.5 59 MP6 X -.054 460POST5X-.033 461MP4X-.051 4 62 MP10 X -.094 4.7563POST3X-.059 4.7564MP8X-.076 565POST8X-.001 5 RISA-3D Version 17.0.2 Page 38 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 108 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.7567MP9X-.013 568POST8X-.47 569POST4X-.278 4.7570MP9X-.372 571POST8X-.001 572POST4X-.024 4.7573MP9X-.012 574POST7Z.213 .575MP5Z.213 .7576MP2Z.148 .75 77 MP7 Z .148 .7578POST6Z.204 .579MP3Z.204 .7580MP6Z.109 .7581POST5Z.057 .5 82 MP4 Z .102 .7583POST7Z.105 384MP5Z.053 385MP2Z.067 386MP7Z.033 3 87 POST6 Z .1 388MP3Z.05 389POST7Z.076 4.590MP2Z.035 4.591POST6Z.07 4.5 92 MP6 Z .054 393POST5Z.033 394MP4Z.051 395POST7Z.121 2.596POST5Z.07 2.5 97 POST6 Z .114 2.598MP10Z.094 399POST3Z.059 3100MP8Z.076 3101POST8Z.001 4 102 POST4 Z .024 4103MP9Z.013 4104POST8Z.032 2.5 105 POST4 Z .021 2.5106MP9Z.026 2.5 107 POST8 Z .47 1108POST4Z.278 1109MP9Z.372 1 110 POST8 Z .001 4111POST4Z.024 4 112 MP9 Z .012 4113TRAIL5Z.198 3114POST7Z.213 4.75 115 MP5 Z .213 5.5116MP2Z.148 5.5 117 MP7 Z .148 5118POST6Z.204 4.75119MP3Z.204 5.5 120 MP6 Z .109 5.5121POST5Z.057 4.75 122 MP4 Z .102 5.5123POST7Z.105 4124MP5Z.053 4 125 MP2 Z .067 4126MP7Z.033 4127POST6Z.1 4128MP3Z.05 4 RISA-3D Version 17.0.2 Page 39 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.5130MP2Z.035 5131POST6Z.07 4.5132MP6Z.054 4133POST5Z.033 4134MP4Z.051 4135MP10Z.094 4.75136POST3Z.059 4.75137MP8Z.076 5138POST8Z.001 5139POST4Z.024 4.75 140 MP9 Z .013 5141POST8Z.47 5142POST4Z.278 4.75143MP9Z.372 5144POST8Z.001 5 145 POST4 Z .024 4.75146MP9Z.012 5 Member Point Loads (BLC 17 : 330 Wind - No Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.286 .52MP5X-.286 .753MP2X-.214 .754MP7X-.214 .755POST6X-.214 .5 6 MP3 X -.214 .757MP6X-.154 .758POST5X-.096 .59MP4X-.096 .7510POST7X-.144 3 11 MP5 X -.072 312MP2X-.101 313MP7X-.051 314POST6X-.101 315MP3X-.051 3 16 POST7 X -.109 4.517MP2X-.063 4.518POST6X-.063 4.519MP6X-.074 320POST5X-.051 3 21 MP4 X -.051 322POST7X-.169 2.523POST5X-.112 2.524POST6X-.112 2.525MP10X-.116 3 26 POST3 X -.087 327MP8X-.078 328POST8X-.0004 429POST4X-.019 430MP9X-.025 4 31 POST8 X -.039 2.532POST4X-.031 2.533MP9X-.028 2.534POST8X-.582 135POST4X-.422 1 36 MP9 X -.372 137POST8X-.000376 438POST4X-.019 439MP9X-.025 440TRAIL5X-.242 3 41 POST7 X -.286 4.75 RISA-3D Version 17.0.2 Page 40 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 109 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 5.543MP2X-.214 5.544MP7X-.214 545POST6X-.214 4.7546MP3X-.214 5.547MP6X-.154 5.548POST5X-.096 4.7549MP4X-.096 5.550POST7X-.144 451MP5X-.072 452MP2X-.101 4 53 MP7 X -.051 454POST6X-.101 455MP3X-.051 456POST7X-.109 4.557MP2X-.063 5 58 POST6 X -.063 4.559MP6X-.074 460POST5X-.051 461MP4X-.051 462MP10X-.116 4.75 63 POST3 X -.087 4.7564MP8X-.078 565POST8X-.0004 566POST4X-.019 4.7567MP9X-.025 5 68 POST8 X -.582 569POST4X-.422 4.7570MP9X-.372 571POST8X-.000376 572POST4X-.019 4.75 73 MP9 X -.025 574POST7Z.165 .575MP5Z.165 .7576MP2Z.123 .7577MP7Z.123 .75 78 POST6 Z .123 .579MP3Z.123 .7580MP6Z.089 .75 81 POST5 Z .055 .582MP4Z.055 .75 83 POST7 Z .083 384MP5Z.042 385MP2Z.058 3 86 MP7 Z .029 387POST6Z.058 3 88 MP3 Z .029 389POST7Z.063 4.590MP2Z.037 4.5 91 POST6 Z .037 4.592MP6Z.043 3 93 POST5 Z .03 394MP4Z.03 395POST7Z.097 2.5 96 POST5 Z .064 2.597POST6Z.064 2.5 98 MP10 Z .067 399POST3Z.05 3100MP8Z.045 3 101 POST8 Z .000231 4102POST4Z.011 4103MP9Z.015 4104POST8Z.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, 20204:37 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 2.5106MP9Z.016 2.5107POST8Z.336 1108POST4Z.244 1109MP9Z.215 1110POST8Z.000217 4111POST4Z.011 4112MP9Z.015 4113TRAIL5Z.14 3114POST7Z.165 4.75115MP5Z.165 5.5 116 MP2 Z .123 5.5117MP7Z.123 5118POST6Z.123 4.75119MP3Z.123 5.5120MP6Z.089 5.5 121 POST5 Z .055 4.75122MP4Z.055 5.5123POST7Z.083 4124MP5Z.042 4125MP2Z.058 4 126 MP7 Z .029 4127POST6Z.058 4128MP3Z.029 4129POST7Z.063 4.5130MP2Z.037 5 131 POST6 Z .037 4.5132MP6Z.043 4133POST5Z.03 4134MP4Z.03 4135MP10Z.067 4.75 136 POST3 Z .05 4.75137MP8Z.045 5138POST8Z.000231 5139POST4Z.011 4.75140MP9Z.015 5 141 POST8 Z .336 5142POST4Z.244 4.75143MP9Z.215 5 144 POST8 Z .000217 5145POST4Z.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 .753MP2Y-.03 .754MP7Y-.03 .755POST6Y-.03 .56MP3Y-.03 .75 7 MP6 Y -.015 .758POST5Y-.015 .59MP4Y-.015 .7510POST7Y-.021 311MP5Y-.011 3 12 MP2 Y -.021 313MP7Y-.011 314POST6Y-.021 315MP3Y-.011 316POST7Y-.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 110 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.519MP6Y-.01 320POST5Y-.01 321MP4Y-.01 322POST7Y-.023 2.523POST5Y-.023 2.524POST6Y-.023 2.525MP10Y-.016 326POST3Y-.016 327MP8Y-.016 328POST8Y-.003 4 29 POST4 Y -.003 430MP9Y-.003 431POST8Y-.007 2.532POST4Y-.007 2.533MP9Y-.007 2.5 34 POST8 Y -.059 135POST4Y-.059 136MP9Y-.059 137POST8Y-.003 438POST4Y-.003 4 39 MP9 Y -.003 440TRAIL5Y-.036 341POST7Y-.03 4.7542MP5Y-.03 5.543MP2Y-.03 5.5 44 MP7 Y -.03 545POST6Y-.03 4.7546MP3Y-.03 5.547MP6Y-.015 5.548POST5Y-.015 4.75 49 MP4 Y -.015 5.550POST7Y-.021 451MP5Y-.011 452MP2Y-.021 453MP7Y-.011 4 54 POST6 Y -.021 455MP3Y-.011 456POST7Y-.013 4.5 57 MP2 Y -.013 558POST6Y-.013 4.5 59 MP6 Y -.01 460POST5Y-.01 461MP4Y-.01 4 62 MP10 Y -.016 4.7563POST3Y-.016 4.75 64 MP8 Y -.016 565POST8Y-.003 566POST4Y-.003 4.75 67 MP9 Y -.003 568POST8Y-.059 5 69 POST4 Y -.059 4.7570MP9Y-.059 571POST8Y-.003 5 72 POST4 Y -.003 4.7573MP9Y-.003 5 Member Point Loads (BLC 19 : 0 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.017 .52MP5X-.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, 20204:37 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 .755POST6X-.017 .56MP3X-.017 .757MP6X-.01 .758POST5X-.01 .59MP4X-.01 .7510POST7X-.009 311MP5X-.005 312MP2X-.009 313MP7X-.005 314POST6X-.009 3 15 MP3 X -.005 316POST7X-.007 4.517MP2X-.007 4.518POST6X-.007 4.519MP6X-.005 3 20 POST5 X -.005 321MP4X-.005 322POST7X-.011 2.523POST5X-.011 2.524POST6X-.011 2.5 25 MP10 X -.007 326POST3X-.007 327MP8X-.007 328POST8X-.000606 429POST4X-.000606 4 30 MP9 X -.000606 431POST8X-.003 2.532POST4X-.003 2.533MP9X-.003 2.534POST8X-.034 1 35 POST4 X -.034 136MP9X-.034 137POST8X-.000472 438POST4X-.000472 439MP9X-.000472 4 40 TRAIL5 X -.013 341POST7X-.017 4.7542MP5X-.017 5.5 43 MP2 X -.017 5.544MP7X-.017 5 45 POST6 X -.017 4.7546MP3X-.017 5.547MP6X-.01 5.5 48 POST5 X -.01 4.7549MP4X-.01 5.5 50 POST7 X -.009 451MP5X-.005 452MP2X-.009 4 53 MP7 X -.005 454POST6X-.009 4 55 MP3 X -.005 456POST7X-.007 4.557MP2X-.007 5 58 POST6 X -.007 4.559MP6X-.005 4 60 POST5 X -.005 461MP4X-.005 462MP10X-.007 4.75 63 POST3 X -.007 4.7564MP8X-.007 565POST8X-.000606 566POST4X-.000606 4.75 RISA-3D Version 17.0.2 Page 44 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 111 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 568POST8X-.034 569POST4X-.034 4.7570MP9X-.034 571POST8X-.000472 572POST4X-.000472 4.7573MP9X-.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 .753MP2X-.015 .754MP7X-.015 .755POST6X-.009 .56MP3X-.009 .75 7 MP6 X -.006 .758POST5X-.008 .59MP4X-.004 .7510POST7X-.006 311MP5X-.003 3 12 MP2 X -.008 313MP7X-.004 314POST6X-.004 315MP3X-.002 316POST7X-.004 4.5 17 MP2 X -.006 4.518POST6X-.002 4.519MP6X-.003 320POST5X-.004 321MP4X-.002 3 22 POST7 X -.007 2.523POST5X-.009 2.524POST6X-.004 2.525MP10X-.004 326POST3X-.006 3 27 MP8 X -.004 328POST8X-.002 429POST4X-.000638 430MP9X-.002 431POST8X-.002 2.5 32 POST4 X -.002 2.533MP9X-.002 2.534POST8X-.016 135POST4X-.028 136MP9X-.016 1 37 POST8 X -.002 438POST4X-.000526 439MP9X-.002 440TRAIL5X-.012 341POST7X-.012 4.75 42 MP5 X -.012 5.543MP2X-.015 5.544MP7X-.015 545POST6X-.009 4.7546MP3X-.009 5.5 47 MP6 X -.006 5.548POST5X-.008 4.7549MP4X-.004 5.550POST7X-.006 451MP5X-.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, 20204:37 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 454POST6X-.004 455MP3X-.002 456POST7X-.004 4.557MP2X-.006 558POST6X-.002 4.559MP6X-.003 460POST5X-.004 461MP4X-.002 462MP10X-.004 4.7563POST3X-.006 4.75 64 MP8 X -.004 565POST8X-.002 566POST4X-.000638 4.7567MP9X-.002 568POST8X-.016 5 69 POST4 X -.028 4.7570MP9X-.016 571POST8X-.002 572POST4X-.000526 4.7573MP9X-.002 5 74 POST7 Z -.007 .575MP5Z-.007 .7576MP2Z-.009 .7577MP7Z-.009 .7578POST6Z-.005 .5 79 MP3 Z -.005 .7580MP6Z-.003 .7581POST5Z-.005 .582MP4Z-.002 .7583POST7Z-.003 3 84 MP5 Z -.002 385MP2Z-.005 386MP7Z-.002 387POST6Z-.002 388MP3Z-.001 3 89 POST7 Z -.002 4.590MP2Z-.003 4.591POST6Z-.001 4.5 92 MP6 Z -.002 393POST5Z-.002 3 94 MP4 Z -.001 395POST7Z-.004 2.596POST5Z-.005 2.5 97 POST6 Z -.003 2.598MP10Z-.002 3 99 POST3 Z -.003 3100MP8Z-.002 3101POST8Z-.001 4 102 POST4 Z -.000368 4103MP9Z-.001 4 104 POST8 Z -.000889 2.5105POST4Z-.001 2.5106MP9Z-.000881 2.5 107 POST8 Z -.009 1108POST4Z-.016 1 109 MP9 Z -.009 1110POST8Z-.001 4111POST4Z-.000303 4 112 MP9 Z -.001 4113TRAIL5Z-.007 3114POST7Z-.007 4.75115MP5Z-.007 5.5 RISA-3D Version 17.0.2 Page 46 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 112 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 5.5117MP7Z-.009 5118POST6Z-.005 4.75119MP3Z-.005 5.5120MP6Z-.003 5.5121POST5Z-.005 4.75122MP4Z-.002 5.5123POST7Z-.003 4124MP5Z-.002 4125MP2Z-.005 4126MP7Z-.002 4 127 POST6 Z -.002 4128MP3Z-.001 4129POST7Z-.002 4.5130MP2Z-.003 5131POST6Z-.001 4.5 132 MP6 Z -.002 4133POST5Z-.002 4134MP4Z-.001 4135MP10Z-.002 4.75136POST3Z-.003 4.75 137 MP8 Z -.002 5138POST8Z-.001 5139POST4Z-.000368 4.75140MP9Z-.001 5141POST8Z-.009 5 142 POST4 Z -.016 4.75143MP9Z-.009 5144POST8Z-.001 5145POST4Z-.000303 4.75146MP9Z-.001 5 Member Point Loads (BLC 21 : 45 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X -.008 .52MP5X-.008 .75 3 MP2 X -.011 .754MP7X-.011 .755POST6X-.009 .56MP3X-.009 .757MP6X-.004 .75 8 POST5 X -.006 .59MP4X-.004 .7510POST7X-.004 311MP5X-.002 312MP2X-.006 3 13 MP7 X -.003 314POST6X-.004 315MP3X-.002 316POST7X-.002 4.517MP2X-.004 4.5 18 POST6 X -.003 4.519MP6X-.002 320POST5X-.003 321MP4X-.002 322POST7X-.004 2.5 23 POST5 X -.007 2.524POST6X-.005 2.525MP10X-.003 326POST3X-.004 327MP8X-.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, 20204:37 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 430MP9X-.001 431POST8X-.001 2.532POST4X-.002 2.533MP9X-.001 2.534POST8X-.011 135POST4X-.021 136MP9X-.016 137POST8X-.002 438POST4X-.00069 439MP9X-.001 4 40 TRAIL5 X -.009 341POST7X-.008 4.7542MP5X-.008 5.543MP2X-.011 5.544MP7X-.011 5 45 POST6 X -.009 4.7546MP3X-.009 5.547MP6X-.004 5.548POST5X-.006 4.7549MP4X-.004 5.5 50 POST7 X -.004 451MP5X-.002 452MP2X-.006 453MP7X-.003 454POST6X-.004 4 55 MP3 X -.002 456POST7X-.002 4.557MP2X-.004 558POST6X-.003 4.559MP6X-.002 4 60 POST5 X -.003 461MP4X-.002 462MP10X-.003 4.7563POST3X-.004 4.7564MP8X-.003 5 65 POST8 X -.002 566POST4X-.000773 4.7567MP9X-.001 5 68 POST8 X -.011 569POST4X-.021 4.75 70 MP9 X -.016 571POST8X-.002 572POST4X-.00069 4.75 73 MP9 X -.001 574POST7Z-.008 .5 75 MP5 Z -.008 .7576MP2Z-.011 .7577MP7Z-.011 .75 78 POST6 Z -.009 .579MP3Z-.009 .75 80 MP6 Z -.004 .7581POST5Z-.006 .582MP4Z-.004 .75 83 POST7 Z -.004 384MP5Z-.002 3 85 MP2 Z -.006 386MP7Z-.003 387POST6Z-.004 3 88 MP3 Z -.002 389POST7Z-.002 4.590MP2Z-.004 4.591POST6Z-.003 4.5 RISA-3D Version 17.0.2 Page 48 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 113 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 393POST5Z-.003 394MP4Z-.002 395POST7Z-.004 2.596POST5Z-.007 2.597POST6Z-.005 2.598MP10Z-.003 399POST3Z-.004 3100MP8Z-.003 3101POST8Z-.002 4102POST4Z-.000773 4 103 MP9 Z -.001 4104POST8Z-.001 2.5105POST4Z-.002 2.5106MP9Z-.001 2.5107POST8Z-.011 1 108 POST4 Z -.021 1109MP9Z-.016 1110POST8Z-.002 4111POST4Z-.00069 4112MP9Z-.001 4 113 TRAIL5 Z -.009 3114POST7Z-.008 4.75115MP5Z-.008 5.5116MP2Z-.011 5.5117MP7Z-.011 5 118 POST6 Z -.009 4.75119MP3Z-.009 5.5120MP6Z-.004 5.5121POST5Z-.006 4.75122MP4Z-.004 5.5 123 POST7 Z -.004 4124MP5Z-.002 4125MP2Z-.006 4126MP7Z-.003 4127POST6Z-.004 4 128 MP3 Z -.002 4129POST7Z-.002 4.5130MP2Z-.004 5 131 POST6 Z -.003 4.5132MP6Z-.002 4 133 POST5 Z -.003 4134MP4Z-.002 4135MP10Z-.003 4.75 136 POST3 Z -.004 4.75137MP8Z-.003 5 138 POST8 Z -.002 5139POST4Z-.000773 4.75140MP9Z-.001 5 141 POST8 Z -.011 5142POST4Z-.021 4.75 143 MP9 Z -.016 5144POST8Z-.002 5145POST4Z-.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 .52MP5X-.005 .753MP2X-.007 .75 4 MP7 X -.007 .75 RISA-3D Version 17.0.2 Page 49 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .56MP3X-.007 .757MP6X-.002 .758POST5X-.004 .59MP4X-.004 .7510POST7X-.002 311MP5X-.001 312MP2X-.004 313MP7X-.002 314POST6X-.004 315MP3X-.002 3 16 POST7 X -.001 4.517MP2X-.003 4.518POST6X-.003 4.519MP6X-.001 320POST5X-.002 3 21 MP4 X -.002 322POST7X-.002 2.523POST5X-.004 2.524POST6X-.004 2.525MP10X-.002 3 26 POST3 X -.003 327MP8X-.003 328POST8X-.001 429POST4X-.00079 430MP9X-.00064 4 31 POST8 X -.000797 2.532POST4X-.001 2.533MP9X-.001 2.534POST8X-.008 135POST4X-.012 1 36 MP9 X -.014 137POST8X-.001 438POST4X-.00074 439MP9X-.000584 440TRAIL5X-.007 3 41 POST7 X -.005 4.7542MP5X-.005 5.543MP2X-.007 5.5 44 MP7 X -.007 545POST6X-.007 4.75 46 MP3 X -.007 5.547MP6X-.002 5.548POST5X-.004 4.75 49 MP4 X -.004 5.550POST7X-.002 4 51 MP5 X -.001 452MP2X-.004 453MP7X-.002 4 54 POST6 X -.004 455MP3X-.002 4 56 POST7 X -.001 4.557MP2X-.003 558POST6X-.003 4.5 59 MP6 X -.001 460POST5X-.002 4 61 MP4 X -.002 462MP10X-.002 4.7563POST3X-.003 4.75 64 MP8 X -.003 565POST8X-.001 566POST4X-.00079 4.7567MP9X-.00064 5 RISA-3D Version 17.0.2 Page 50 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 114 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 569POST4X-.012 4.7570MP9X-.014 571POST8X-.001 572POST4X-.00074 4.7573MP9X-.000584 574POST7Z-.009 .575MP5Z-.009 .7576MP2Z-.012 .7577MP7Z-.012 .7578POST6Z-.012 .5 79 MP3 Z -.012 .7580MP6Z-.003 .7581POST5Z-.006 .582MP4Z-.006 .7583POST7Z-.004 3 84 MP5 Z -.002 385MP2Z-.006 386MP7Z-.003 387POST6Z-.006 388MP3Z-.003 3 89 POST7 Z -.002 4.590MP2Z-.004 4.591POST6Z-.004 4.592MP6Z-.002 393POST5Z-.003 3 94 MP4 Z -.003 395POST7Z-.004 2.596POST5Z-.007 2.597POST6Z-.007 2.598MP10Z-.003 3 99 POST3 Z -.005 3100MP8Z-.005 3101POST8Z-.002 4102POST4Z-.001 4103MP9Z-.001 4 104 POST8 Z -.001 2.5105POST4Z-.002 2.5106MP9Z-.002 2.5 107 POST8 Z -.014 1108POST4Z-.021 1 109 MP9 Z -.024 1110POST8Z-.002 4111POST4Z-.001 4 112 MP9 Z -.001 4113TRAIL5Z-.012 3 114 POST7 Z -.009 4.75115MP5Z-.009 5.5116MP2Z-.012 5.5 117 MP7 Z -.012 5118POST6Z-.012 4.75 119 MP3 Z -.012 5.5120MP6Z-.003 5.5121POST5Z-.006 4.75 122 MP4 Z -.006 5.5123POST7Z-.004 4 124 MP5 Z -.002 4125MP2Z-.006 4126MP7Z-.003 4 127 POST6 Z -.006 4128MP3Z-.003 4129POST7Z-.002 4.5130MP2Z-.004 5 RISA-3D Version 17.0.2 Page 51 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.5132MP6Z-.002 4133POST5Z-.003 4134MP4Z-.003 4135MP10Z-.003 4.75136POST3Z-.005 4.75137MP8Z-.005 5138POST8Z-.002 5139POST4Z-.001 4.75140MP9Z-.001 5141POST8Z-.014 5 142 POST4 Z -.021 4.75143MP9Z-.024 5144POST8Z-.002 5145POST4Z-.001 4.75146MP9Z-.001 5 Member Point Loads (BLC 23 : 90 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 Z -.01 .52MP5Z-.01 .75 3 MP2 Z -.01 .754MP7Z-.01 .755POST6Z-.01 .56MP3Z-.01 .757MP6Z-.003 .75 8 POST5 Z -.003 .59MP4Z-.003 .7510POST7Z-.004 311MP5Z-.002 312MP2Z-.004 3 13 MP7 Z -.002 314POST6Z-.004 315MP3Z-.002 316POST7Z-.002 4.517MP2Z-.002 4.5 18 POST6 Z -.002 4.519MP6Z-.002 320POST5Z-.002 321MP4Z-.002 322POST7Z-.004 2.5 23 POST5 Z -.004 2.524POST6Z-.004 2.525MP10Z-.004 326POST3Z-.004 327MP8Z-.004 3 28 POST8 Z -.003 429POST4Z-.003 430MP9Z-.003 431POST8Z-.002 2.532POST4Z-.002 2.5 33 MP9 Z -.002 2.534POST8Z-.016 135POST4Z-.016 136MP9Z-.016 137POST8Z-.002 4 38 POST4 Z -.002 439MP9Z-.002 440TRAIL5Z-.013 341POST7Z-.01 4.7542MP5Z-.01 5.5 43 MP2 Z -.01 5.5 RISA-3D Version 17.0.2 Page 52 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 115 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 545POST6Z-.01 4.7546MP3Z-.01 5.547MP6Z-.003 5.548POST5Z-.003 4.7549MP4Z-.003 5.550POST7Z-.004 451MP5Z-.002 452MP2Z-.004 453MP7Z-.002 454POST6Z-.004 4 55 MP3 Z -.002 456POST7Z-.002 4.557MP2Z-.002 558POST6Z-.002 4.559MP6Z-.002 4 60 POST5 Z -.002 461MP4Z-.002 462MP10Z-.004 4.7563POST3Z-.004 4.7564MP8Z-.004 5 65 POST8 Z -.003 566POST4Z-.003 4.7567MP9Z-.003 568POST8Z-.016 569POST4Z-.016 4.75 70 MP9 Z -.016 571POST8Z-.002 572POST4Z-.002 4.7573MP9Z-.002 5 Member Point Loads (BLC 24 : 120 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .007 .52MP5X.007 .753MP2X.005 .75 4 MP7 X .005 .755POST6X.008 .56MP3X.008 .757MP6X.003 .758POST5X.002 .5 9 MP4 X .004 .7510POST7X.003 311MP5X.002 312MP2X.002 313MP7X.001 3 14 POST6 X .004 315MP3X.002 316POST7X.002 4.517MP2X.001 4.518POST6X.003 4.5 19 MP6 X .002 320POST5X.001 321MP4X.002 322POST7X.004 2.523POST5X.002 2.5 24 POST6 X .005 2.525MP10X.003 326POST3X.002 327MP8X.003 328POST8X.000477 4 29 POST4 X .001 4 RISA-3D Version 17.0.2 Page 53 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 431POST8X.001 2.532POST4X.000829 2.533MP9X.001 2.534POST8X.015 135POST4X.008 136MP9X.015 137POST8X.000416 438POST4X.001 439MP9X.000403 440TRAIL5X.007 3 41 POST7 X .007 4.7542MP5X.007 5.543MP2X.005 5.544MP7X.005 545POST6X.008 4.75 46 MP3 X .008 5.547MP6X.003 5.548POST5X.002 4.7549MP4X.004 5.550POST7X.003 4 51 MP5 X .002 452MP2X.002 453MP7X.001 454POST6X.004 455MP3X.002 4 56 POST7 X .002 4.557MP2X.001 558POST6X.003 4.559MP6X.002 460POST5X.001 4 61 MP4 X .002 462MP10X.003 4.7563POST3X.002 4.7564MP8X.003 565POST8X.000477 5 66 POST4 X .001 4.7567MP9X.000464 568POST8X.015 5 69 POST4 X .008 4.7570MP9X.015 5 71 POST8 X .000416 572POST4X.001 4.7573MP9X.000403 5 74 POST7 Z -.012 .575MP5Z-.012 .75 76 MP2 Z -.009 .7577MP7Z-.009 .7578POST6Z-.014 .5 79 MP3 Z -.014 .7580MP6Z-.006 .75 81 POST5 Z -.003 .582MP4Z-.008 .7583POST7Z-.006 3 84 MP5 Z -.003 385MP2Z-.004 3 86 MP7 Z -.002 387POST6Z-.007 388MP3Z-.004 3 89 POST7 Z -.004 4.590MP2Z-.002 4.591POST6Z-.006 4.592MP6Z-.003 3 RISA-3D Version 17.0.2 Page 54 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 116 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 394MP4Z-.004 395POST7Z-.007 2.596POST5Z-.004 2.597POST6Z-.009 2.598MP10Z-.006 399POST3Z-.003 3100MP8Z-.006 3101POST8Z-.000826 4102POST4Z-.002 4103MP9Z-.000804 4 104 POST8 Z -.002 2.5105POST4Z-.001 2.5106MP9Z-.002 2.5107POST8Z-.026 1108POST4Z-.015 1 109 MP9 Z -.027 1110POST8Z-.00072 4111POST4Z-.002 4112MP9Z-.000697 4113TRAIL5Z-.012 3 114 POST7 Z -.012 4.75115MP5Z-.012 5.5116MP2Z-.009 5.5117MP7Z-.009 5118POST6Z-.014 4.75 119 MP3 Z -.014 5.5120MP6Z-.006 5.5121POST5Z-.003 4.75122MP4Z-.008 5.5123POST7Z-.006 4 124 MP5 Z -.003 4125MP2Z-.004 4126MP7Z-.002 4127POST6Z-.007 4128MP3Z-.004 4 129 POST7 Z -.004 4.5130MP2Z-.002 5131POST6Z-.006 4.5 132 MP6 Z -.003 4133POST5Z-.002 4 134 MP4 Z -.004 4135MP10Z-.006 4.75136POST3Z-.003 4.75 137 MP8 Z -.006 5138POST8Z-.000826 5 139 POST4 Z -.002 4.75140MP9Z-.000804 5141POST8Z-.026 5 142 POST4 Z -.015 4.75143MP9Z-.027 5 144 POST8 Z -.00072 5145POST4Z-.002 4.75146MP9Z-.000697 5 Member Point Loads (BLC 25 : 135 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .011 .52MP5X.011 .753MP2X.008 .754MP7X.008 .75 5 POST6 X .011 .5 RISA-3D Version 17.0.2 Page 55 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .757MP6X.006 .758POST5X.003 .59MP4X.005 .7510POST7X.006 311MP5X.003 312MP2X.004 313MP7X.002 314POST6X.005 315MP3X.003 316POST7X.004 4.5 17 MP2 X .002 4.518POST6X.004 4.519MP6X.003 320POST5X.002 321MP4X.003 3 22 POST7 X .006 2.523POST5X.004 2.524POST6X.006 2.525MP10X.005 326POST3X.003 3 27 MP8 X .004 328POST8X.00047 429POST4X.001 430MP9X.000974 431POST8X.002 2.5 32 POST4 X .001 2.533MP9X.002 2.534POST8X.023 135POST4X.014 136MP9X.019 1 37 POST8 X .000377 438POST4X.001 439MP9X.000898 440TRAIL5X.009 341POST7X.011 4.75 42 MP5 X .011 5.543MP2X.008 5.544MP7X.008 5 45 POST6 X .011 4.7546MP3X.011 5.5 47 MP6 X .006 5.548POST5X.003 4.7549MP4X.005 5.5 50 POST7 X .006 451MP5X.003 4 52 MP2 X .004 453MP7X.002 454POST6X.005 4 55 MP3 X .003 456POST7X.004 4.5 57 MP2 X .002 558POST6X.004 4.559MP6X.003 4 60 POST5 X .002 461MP4X.003 4 62 MP10 X .005 4.7563POST3X.003 4.7564MP8X.004 5 65 POST8 X .00047 566POST4X.001 4.7567MP9X.000974 568POST8X.023 5 RISA-3D Version 17.0.2 Page 56 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 117 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.7570MP9X.019 571POST8X.000377 572POST4X.001 4.7573MP9X.000898 574POST7Z-.011 .575MP5Z-.011 .7576MP2Z-.008 .7577MP7Z-.008 .7578POST6Z-.011 .579MP3Z-.011 .75 80 MP6 Z -.006 .7581POST5Z-.003 .582MP4Z-.005 .7583POST7Z-.006 384MP5Z-.003 3 85 MP2 Z -.004 386MP7Z-.002 387POST6Z-.005 388MP3Z-.003 389POST7Z-.004 4.5 90 MP2 Z -.002 4.591POST6Z-.004 4.592MP6Z-.003 393POST5Z-.002 394MP4Z-.003 3 95 POST7 Z -.006 2.596POST5Z-.004 2.597POST6Z-.006 2.598MP10Z-.005 399POST3Z-.003 3 100 MP8 Z -.004 3101POST8Z-.00047 4102POST4Z-.001 4103MP9Z-.000974 4104POST8Z-.002 2.5 105 POST4 Z -.001 2.5106MP9Z-.002 2.5107POST8Z-.023 1 108 POST4 Z -.014 1109MP9Z-.019 1 110 POST8 Z -.000377 4111POST4Z-.001 4112MP9Z-.000898 4 113 TRAIL5 Z -.009 3114POST7Z-.011 4.75 115 MP5 Z -.011 5.5116MP2Z-.008 5.5117MP7Z-.008 5 118 POST6 Z -.011 4.75119MP3Z-.011 5.5 120 MP6 Z -.006 5.5121POST5Z-.003 4.75122MP4Z-.005 5.5 123 POST7 Z -.006 4124MP5Z-.003 4 125 MP2 Z -.004 4126MP7Z-.002 4127POST6Z-.005 4 128 MP3 Z -.003 4129POST7Z-.004 4.5130MP2Z-.002 5131POST6Z-.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, 20204:37 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 4133POST5Z-.002 4134MP4Z-.003 4135MP10Z-.005 4.75136POST3Z-.003 4.75137MP8Z-.004 5138POST8Z-.00047 5139POST4Z-.001 4.75140MP9Z-.000974 5141POST8Z-.023 5142POST4Z-.014 4.75 143 MP9 Z -.019 5144POST8Z-.000377 5145POST4Z-.001 4.75146MP9Z-.000898 5 Member Point Loads (BLC 26 : 150 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .015 .52MP5X.015 .753MP2X.011 .75 4 MP7 X .011 .755POST6X.011 .56MP3X.011 .757MP6X.008 .758POST5X.005 .5 9 MP4 X .005 .7510POST7X.008 311MP5X.004 312MP2X.005 313MP7X.003 3 14 POST6 X .005 315MP3X.003 316POST7X.006 4.517MP2X.004 4.518POST6X.004 4.5 19 MP6 X .004 320POST5X.003 321MP4X.003 322POST7X.009 2.523POST5X.006 2.5 24 POST6 X .006 2.525MP10X.006 326POST3X.005 327MP8X.004 328POST8X.000538 4 29 POST4 X .001 430MP9X.002 431POST8X.002 2.532POST4X.002 2.533MP9X.002 2.5 34 POST8 X .029 135POST4X.021 136MP9X.019 137POST8X.000422 438POST4X.001 4 39 MP9 X .002 440TRAIL5X.012 341POST7X.015 4.7542MP5X.015 5.543MP2X.011 5.5 44 MP7 X .011 5 RISA-3D Version 17.0.2 Page 58 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 118 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.7546MP3X.011 5.547MP6X.008 5.548POST5X.005 4.7549MP4X.005 5.550POST7X.008 451MP5X.004 452MP2X.005 453MP7X.003 454POST6X.005 455MP3X.003 4 56 POST7 X .006 4.557MP2X.004 558POST6X.004 4.559MP6X.004 460POST5X.003 4 61 MP4 X .003 462MP10X.006 4.7563POST3X.005 4.7564MP8X.004 565POST8X.000538 5 66 POST4 X .001 4.7567MP9X.002 568POST8X.029 569POST4X.021 4.7570MP9X.019 5 71 POST8 X .000422 572POST4X.001 4.7573MP9X.002 574POST7Z-.008 .575MP5Z-.008 .75 76 MP2 Z -.006 .7577MP7Z-.006 .7578POST6Z-.006 .579MP3Z-.006 .7580MP6Z-.005 .75 81 POST5 Z -.003 .582MP4Z-.003 .7583POST7Z-.004 3 84 MP5 Z -.002 385MP2Z-.003 3 86 MP7 Z -.002 387POST6Z-.003 388MP3Z-.002 3 89 POST7 Z -.003 4.590MP2Z-.002 4.5 91 POST6 Z -.002 4.592MP6Z-.002 393POST5Z-.002 3 94 MP4 Z -.002 395POST7Z-.005 2.5 96 POST5 Z -.003 2.597POST6Z-.003 2.598MP10Z-.003 3 99 POST3 Z -.003 3100MP8Z-.002 3 101 POST8 Z -.00031 4102POST4Z-.00079 4103MP9Z-.000941 4 104 POST8 Z -.001 2.5105POST4Z-.001 2.5106MP9Z-.000978 2.5107POST8Z-.017 1 RISA-3D Version 17.0.2 Page 59 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 1109MP9Z-.011 1110POST8Z-.000244 4111POST4Z-.00074 4112MP9Z-.000895 4113TRAIL5Z-.007 3114POST7Z-.008 4.75115MP5Z-.008 5.5116MP2Z-.006 5.5117MP7Z-.006 5118POST6Z-.006 4.75 119 MP3 Z -.006 5.5120MP6Z-.005 5.5121POST5Z-.003 4.75122MP4Z-.003 5.5123POST7Z-.004 4 124 MP5 Z -.002 4125MP2Z-.003 4126MP7Z-.002 4127POST6Z-.003 4128MP3Z-.002 4 129 POST7 Z -.003 4.5130MP2Z-.002 5131POST6Z-.002 4.5132MP6Z-.002 4133POST5Z-.002 4 134 MP4 Z -.002 4135MP10Z-.003 4.75136POST3Z-.003 4.75137MP8Z-.002 5138POST8Z-.00031 5 139 POST4 Z -.00079 4.75140MP9Z-.000941 5141POST8Z-.017 5142POST4Z-.012 4.75143MP9Z-.011 5 144 POST8 Z -.000244 5145POST4Z-.00074 4.75146MP9Z-.000895 5 Member Point Loads (BLC 27 : 180 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .017 .52MP5X.017 .753MP2X.017 .754MP7X.017 .75 5 POST6 X .017 .56MP3X.017 .757MP6X.01 .758POST5X.01 .59MP4X.01 .75 10 POST7 X .009 311MP5X.005 312MP2X.009 313MP7X.005 314POST6X.009 3 15 MP3 X .005 316POST7X.007 4.517MP2X.007 4.518POST6X.007 4.519MP6X.005 3 20 POST5 X .005 3 RISA-3D Version 17.0.2 Page 60 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 119 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 322POST7X.011 2.523POST5X.011 2.524POST6X.011 2.525MP10X.007 326POST3X.007 327MP8X.007 328POST8X.000606 429POST4X.000606 430MP9X.000606 431POST8X.003 2.5 32 POST4 X .003 2.533MP9X.003 2.534POST8X.034 135POST4X.034 136MP9X.034 1 37 POST8 X .000472 438POST4X.000472 439MP9X.000472 440TRAIL5X.013 341POST7X.017 4.75 42 MP5 X .017 5.543MP2X.017 5.544MP7X.017 545POST6X.017 4.7546MP3X.017 5.5 47 MP6 X .01 5.548POST5X.01 4.7549MP4X.01 5.550POST7X.009 451MP5X.005 4 52 MP2 X .009 453MP7X.005 454POST6X.009 455MP3X.005 456POST7X.007 4.5 57 MP2 X .007 558POST6X.007 4.559MP6X.005 4 60 POST5 X .005 461MP4X.005 4 62 MP10 X .007 4.7563POST3X.007 4.7564MP8X.007 5 65 POST8 X .000606 566POST4X.000606 4.75 67 MP9 X .000606 568POST8X.034 569POST4X.034 4.75 70 MP9 X .034 571POST8X.000472 5 72 POST4 X .000472 4.7573MP9X.000472 5 Member Point Loads (BLC 28 : 210 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X .012 .52MP5X.012 .753MP2X.015 .754MP7X.015 .755POST6X.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, 20204:37 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 .758POST5X.008 .59MP4X.004 .7510POST7X.006 311MP5X.003 312MP2X.008 313MP7X.004 314POST6X.004 315MP3X.002 316POST7X.004 4.517MP2X.006 4.5 18 POST6 X .002 4.519MP6X.003 320POST5X.004 321MP4X.002 322POST7X.007 2.5 23 POST5 X .009 2.524POST6X.004 2.525MP10X.004 326POST3X.006 327MP8X.004 3 28 POST8 X .002 429POST4X.000638 430MP9X.002 431POST8X.002 2.532POST4X.002 2.5 33 MP9 X .002 2.534POST8X.016 135POST4X.028 136MP9X.016 137POST8X.002 4 38 POST4 X .000526 439MP9X.002 440TRAIL5X.012 341POST7X.012 4.7542MP5X.012 5.5 43 MP2 X .015 5.544MP7X.015 545POST6X.009 4.75 46 MP3 X .009 5.547MP6X.006 5.5 48 POST5 X .008 4.7549MP4X.004 5.550POST7X.006 4 51 MP5 X .003 452MP2X.008 4 53 MP7 X .004 454POST6X.004 455MP3X.002 4 56 POST7 X .004 4.557MP2X.006 5 58 POST6 X .002 4.559MP6X.003 460POST5X.004 4 61 MP4 X .002 462MP10X.004 4.75 63 POST3 X .006 4.7564MP8X.004 565POST8X.002 5 66 POST4 X .000638 4.7567MP9X.002 568POST8X.016 569POST4X.028 4.75 RISA-3D Version 17.0.2 Page 62 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 120 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 571POST8X.002 572POST4X.000526 4.7573MP9X.002 574POST7Z.007 .575MP5Z.007 .7576MP2Z.009 .7577MP7Z.009 .7578POST6Z.005 .579MP3Z.005 .7580MP6Z.003 .75 81 POST5 Z .005 .582MP4Z.002 .7583POST7Z.003 384MP5Z.002 385MP2Z.005 3 86 MP7 Z .002 387POST6Z.002 388MP3Z.001 389POST7Z.002 4.590MP2Z.003 4.5 91 POST6 Z .001 4.592MP6Z.002 393POST5Z.002 394MP4Z.001 395POST7Z.004 2.5 96 POST5 Z .005 2.597POST6Z.003 2.598MP10Z.002 399POST3Z.003 3100MP8Z.002 3 101 POST8 Z .001 4102POST4Z.000368 4103MP9Z.001 4104POST8Z.000889 2.5105POST4Z.001 2.5 106 MP9 Z .000881 2.5107POST8Z.009 1108POST4Z.016 1 109 MP9 Z .009 1110POST8Z.001 4 111 POST4 Z .000303 4112MP9Z.001 4113TRAIL5Z.007 3 114 POST7 Z .007 4.75115MP5Z.007 5.5 116 MP2 Z .009 5.5117MP7Z.009 5118POST6Z.005 4.75 119 MP3 Z .005 5.5120MP6Z.003 5.5 121 POST5 Z .005 4.75122MP4Z.002 5.5123POST7Z.003 4 124 MP5 Z .002 4125MP2Z.005 4 126 MP7 Z .002 4127POST6Z.002 4128MP3Z.001 4 129 POST7 Z .002 4.5130MP2Z.003 5131POST6Z.001 4.5132MP6Z.002 4 RISA-3D Version 17.0.2 Page 63 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4134MP4Z.001 4135MP10Z.002 4.75136POST3Z.003 4.75137MP8Z.002 5138POST8Z.001 5139POST4Z.000368 4.75140MP9Z.001 5141POST8Z.009 5142POST4Z.016 4.75143MP9Z.009 5 144 POST8 Z .001 5145POST4Z.000303 4.75146MP9Z.001 5 Member Point Loads (BLC 29 : 225 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X .008 .52MP5X.008 .753MP2X.011 .754MP7X.011 .75 5 POST6 X .009 .56MP3X.009 .757MP6X.004 .758POST5X.006 .59MP4X.004 .75 10 POST7 X .004 311MP5X.002 312MP2X.006 313MP7X.003 314POST6X.004 3 15 MP3 X .002 316POST7X.002 4.517MP2X.004 4.518POST6X.003 4.519MP6X.002 3 20 POST5 X .003 321MP4X.002 322POST7X.004 2.523POST5X.007 2.524POST6X.005 2.5 25 MP10 X .003 326POST3X.004 327MP8X.003 328POST8X.002 429POST4X.000773 4 30 MP9 X .001 431POST8X.001 2.532POST4X.002 2.533MP9X.001 2.534POST8X.011 1 35 POST4 X .021 136MP9X.016 137POST8X.002 438POST4X.00069 439MP9X.001 4 40 TRAIL5 X .009 341POST7X.008 4.7542MP5X.008 5.543MP2X.011 5.544MP7X.011 5 45 POST6 X .009 4.75 RISA-3D Version 17.0.2 Page 64 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 121 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 5.547MP6X.004 5.548POST5X.006 4.7549MP4X.004 5.550POST7X.004 451MP5X.002 452MP2X.006 453MP7X.003 454POST6X.004 455MP3X.002 456POST7X.002 4.5 57 MP2 X .004 558POST6X.003 4.559MP6X.002 460POST5X.003 461MP4X.002 4 62 MP10 X .003 4.7563POST3X.004 4.7564MP8X.003 565POST8X.002 566POST4X.000773 4.75 67 MP9 X .001 568POST8X.011 569POST4X.021 4.7570MP9X.016 571POST8X.002 5 72 POST4 X .00069 4.7573MP9X.001 574POST7Z.008 .575MP5Z.008 .7576MP2Z.011 .75 77 MP7 Z .011 .7578POST6Z.009 .579MP3Z.009 .7580MP6Z.004 .7581POST5Z.006 .5 82 MP4 Z .004 .7583POST7Z.004 384MP5Z.002 3 85 MP2 Z .006 386MP7Z.003 3 87 POST6 Z .004 388MP3Z.002 389POST7Z.002 4.5 90 MP2 Z .004 4.591POST6Z.003 4.5 92 MP6 Z .002 393POST5Z.003 394MP4Z.002 3 95 POST7 Z .004 2.596POST5Z.007 2.5 97 POST6 Z .005 2.598MP10Z.003 399POST3Z.004 3 100 MP8 Z .003 3101POST8Z.002 4 102 POST4 Z .000773 4103MP9Z.001 4104POST8Z.001 2.5 105 POST4 Z .002 2.5106MP9Z.001 2.5107POST8Z.011 1108POST4Z.021 1 RISA-3D Version 17.0.2 Page 65 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 1110POST8Z.002 4111POST4Z.00069 4112MP9Z.001 4113TRAIL5Z.009 3114POST7Z.008 4.75115MP5Z.008 5.5116MP2Z.011 5.5117MP7Z.011 5118POST6Z.009 4.75119MP3Z.009 5.5 120 MP6 Z .004 5.5121POST5Z.006 4.75122MP4Z.004 5.5123POST7Z.004 4124MP5Z.002 4 125 MP2 Z .006 4126MP7Z.003 4127POST6Z.004 4128MP3Z.002 4129POST7Z.002 4.5 130 MP2 Z .004 5131POST6Z.003 4.5132MP6Z.002 4133POST5Z.003 4134MP4Z.002 4 135 MP10 Z .003 4.75136POST3Z.004 4.75137MP8Z.003 5138POST8Z.002 5139POST4Z.000773 4.75 140 MP9 Z .001 5141POST8Z.011 5142POST4Z.021 4.75143MP9Z.016 5144POST8Z.002 5 145 POST4 Z .00069 4.75146MP9Z.001 5 Member Point Loads (BLC 30 : 240 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 X .005 .52MP5X.005 .753MP2X.007 .754MP7X.007 .755POST6X.007 .5 6 MP3 X .007 .757MP6X.002 .758POST5X.004 .59MP4X.004 .7510POST7X.002 3 11 MP5 X .001 312MP2X.004 313MP7X.002 314POST6X.004 315MP3X.002 3 16 POST7 X .001 4.517MP2X.003 4.518POST6X.003 4.519MP6X.001 320POST5X.002 3 21 MP4 X .002 3 RISA-3D Version 17.0.2 Page 66 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 122 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 2.523POST5X.004 2.524POST6X.004 2.525MP10X.002 326POST3X.003 327MP8X.003 328POST8X.001 429POST4X.00079 430MP9X.00064 431POST8X.000797 2.532POST4X.001 2.5 33 MP9 X .001 2.534POST8X.008 135POST4X.012 136MP9X.014 137POST8X.001 4 38 POST4 X .00074 439MP9X.000584 440TRAIL5X.007 341POST7X.005 4.7542MP5X.005 5.5 43 MP2 X .007 5.544MP7X.007 545POST6X.007 4.7546MP3X.007 5.547MP6X.002 5.5 48 POST5 X .004 4.7549MP4X.004 5.550POST7X.002 451MP5X.001 452MP2X.004 4 53 MP7 X .002 454POST6X.004 455MP3X.002 456POST7X.001 4.557MP2X.003 5 58 POST6 X .003 4.559MP6X.001 460POST5X.002 4 61 MP4 X .002 462MP10X.002 4.75 63 POST3 X .003 4.7564MP8X.003 565POST8X.001 5 66 POST4 X .00079 4.7567MP9X.00064 5 68 POST8 X .008 569POST4X.012 4.7570MP9X.014 5 71 POST8 X .001 572POST4X.00074 4.75 73 MP9 X .000584 574POST7Z.009 .575MP5Z.009 .75 76 MP2 Z .012 .7577MP7Z.012 .75 78 POST6 Z .012 .579MP3Z.012 .7580MP6Z.003 .75 81 POST5 Z .006 .582MP4Z.006 .7583POST7Z.004 384MP5Z.002 3 RISA-3D Version 17.0.2 Page 67 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 386MP7Z.003 387POST6Z.006 388MP3Z.003 389POST7Z.002 4.590MP2Z.004 4.591POST6Z.004 4.592MP6Z.002 393POST5Z.003 394MP4Z.003 395POST7Z.004 2.5 96 POST5 Z .007 2.597POST6Z.007 2.598MP10Z.003 399POST3Z.005 3100MP8Z.005 3 101 POST8 Z .002 4102POST4Z.001 4103MP9Z.001 4104POST8Z.001 2.5105POST4Z.002 2.5 106 MP9 Z .002 2.5107POST8Z.014 1108POST4Z.021 1109MP9Z.024 1110POST8Z.002 4 111 POST4 Z .001 4112MP9Z.001 4113TRAIL5Z.012 3114POST7Z.009 4.75115MP5Z.009 5.5 116 MP2 Z .012 5.5117MP7Z.012 5118POST6Z.012 4.75119MP3Z.012 5.5120MP6Z.003 5.5 121 POST5 Z .006 4.75122MP4Z.006 5.5123POST7Z.004 4 124 MP5 Z .002 4125MP2Z.006 4 126 MP7 Z .003 4127POST6Z.006 4128MP3Z.003 4 129 POST7 Z .002 4.5130MP2Z.004 5 131 POST6 Z .004 4.5132MP6Z.002 4133POST5Z.003 4 134 MP4 Z .003 4135MP10Z.003 4.75 136 POST3 Z .005 4.75137MP8Z.005 5138POST8Z.002 5 139 POST4 Z .001 4.75140MP9Z.001 5 141 POST8 Z .014 5142POST4Z.021 4.75143MP9Z.024 5 144 POST8 Z .002 5145POST4Z.001 4.75146MP9Z.001 5 RISA-3D Version 17.0.2 Page 68 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 123 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .52MP5Z.01 .753MP2Z.01 .754MP7Z.01 .755POST6Z.01 .56MP3Z.01 .757MP6Z.003 .758POST5Z.003 .59MP4Z.003 .7510POST7Z.004 311MP5Z.002 3 12 MP2 Z .004 313MP7Z.002 314POST6Z.004 315MP3Z.002 316POST7Z.002 4.5 17 MP2 Z .002 4.518POST6Z.002 4.519MP6Z.002 320POST5Z.002 321MP4Z.002 3 22 POST7 Z .004 2.523POST5Z.004 2.524POST6Z.004 2.525MP10Z.004 326POST3Z.004 3 27 MP8 Z .004 328POST8Z.003 429POST4Z.003 430MP9Z.003 431POST8Z.002 2.5 32 POST4 Z .002 2.533MP9Z.002 2.534POST8Z.016 135POST4Z.016 136MP9Z.016 1 37 POST8 Z .002 438POST4Z.002 439MP9Z.002 4 40 TRAIL5 Z .013 341POST7Z.01 4.75 42 MP5 Z .01 5.543MP2Z.01 5.544MP7Z.01 5 45 POST6 Z .01 4.7546MP3Z.01 5.5 47 MP6 Z .003 5.548POST5Z.003 4.7549MP4Z.003 5.5 50 POST7 Z .004 451MP5Z.002 4 52 MP2 Z .004 453MP7Z.002 454POST6Z.004 4 55 MP3 Z .002 456POST7Z.002 4.5 57 MP2 Z .002 558POST6Z.002 4.559MP6Z.002 4 60 POST5 Z .002 461MP4Z.002 462MP10Z.004 4.7563POST3Z.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, 20204:37 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 565POST8Z.003 566POST4Z.003 4.7567MP9Z.003 568POST8Z.016 569POST4Z.016 4.7570MP9Z.016 571POST8Z.002 572POST4Z.002 4.7573MP9Z.002 5 Member Point Loads (BLC 32 : 300 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X -.007 .52MP5X-.007 .753MP2X-.005 .75 4 MP7 X -.005 .755POST6X-.008 .56MP3X-.008 .757MP6X-.003 .758POST5X-.002 .5 9 MP4 X -.004 .7510POST7X-.003 311MP5X-.002 312MP2X-.002 313MP7X-.001 3 14 POST6 X -.004 315MP3X-.002 316POST7X-.002 4.517MP2X-.001 4.518POST6X-.003 4.5 19 MP6 X -.002 320POST5X-.001 321MP4X-.002 322POST7X-.004 2.523POST5X-.002 2.5 24 POST6 X -.005 2.525MP10X-.003 326POST3X-.002 327MP8X-.003 328POST8X-.000477 4 29 POST4 X -.001 430MP9X-.000464 431POST8X-.001 2.532POST4X-.000829 2.533MP9X-.001 2.5 34 POST8 X -.015 135POST4X-.008 136MP9X-.015 137POST8X-.000416 438POST4X-.001 4 39 MP9 X -.000403 440TRAIL5X-.007 341POST7X-.007 4.7542MP5X-.007 5.543MP2X-.005 5.5 44 MP7 X -.005 545POST6X-.008 4.7546MP3X-.008 5.547MP6X-.003 5.548POST5X-.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 124 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 451MP5X-.002 452MP2X-.002 453MP7X-.001 454POST6X-.004 455MP3X-.002 456POST7X-.002 4.557MP2X-.001 558POST6X-.003 4.559MP6X-.002 460POST5X-.001 4 61 MP4 X -.002 462MP10X-.003 4.7563POST3X-.002 4.7564MP8X-.003 565POST8X-.000477 5 66 POST4 X -.001 4.7567MP9X-.000464 568POST8X-.015 569POST4X-.008 4.7570MP9X-.015 5 71 POST8 X -.000416 572POST4X-.001 4.7573MP9X-.000403 574POST7Z.012 .575MP5Z.012 .75 76 MP2 Z .009 .7577MP7Z.009 .7578POST6Z.014 .579MP3Z.014 .7580MP6Z.006 .75 81 POST5 Z .003 .582MP4Z.008 .7583POST7Z.006 384MP5Z.003 385MP2Z.004 3 86 MP7 Z .002 387POST6Z.007 388MP3Z.004 3 89 POST7 Z .004 4.590MP2Z.002 4.5 91 POST6 Z .006 4.592MP6Z.003 393POST5Z.002 3 94 MP4 Z .004 395POST7Z.007 2.5 96 POST5 Z .004 2.597POST6Z.009 2.598MP10Z.006 3 99 POST3 Z .003 3100MP8Z.006 3 101 POST8 Z .000826 4102POST4Z.002 4103MP9Z.000804 4 104 POST8 Z .002 2.5105POST4Z.001 2.5 106 MP9 Z .002 2.5107POST8Z.026 1108POST4Z.015 1 109 MP9 Z .027 1110POST8Z.00072 4111POST4Z.002 4112MP9Z.000697 4 RISA-3D Version 17.0.2 Page 71 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 3114POST7Z.012 4.75115MP5Z.012 5.5116MP2Z.009 5.5117MP7Z.009 5118POST6Z.014 4.75119MP3Z.014 5.5120MP6Z.006 5.5121POST5Z.003 4.75122MP4Z.008 5.5123POST7Z.006 4 124 MP5 Z .003 4125MP2Z.004 4126MP7Z.002 4127POST6Z.007 4128MP3Z.004 4 129 POST7 Z .004 4.5130MP2Z.002 5131POST6Z.006 4.5132MP6Z.003 4133POST5Z.002 4 134 MP4 Z .004 4135MP10Z.006 4.75136POST3Z.003 4.75137MP8Z.006 5138POST8Z.000826 5 139 POST4 Z .002 4.75140MP9Z.000804 5141POST8Z.026 5142POST4Z.015 4.75143MP9Z.027 5 144 POST8 Z .00072 5145POST4Z.002 4.75146MP9Z.000697 5 Member Point Loads (BLC 33 : 315 Wind - Ice) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X -.011 .52MP5X-.011 .753MP2X-.008 .754MP7X-.008 .75 5 POST6 X -.011 .56MP3X-.011 .757MP6X-.006 .758POST5X-.003 .59MP4X-.005 .75 10 POST7 X -.006 311MP5X-.003 312MP2X-.004 313MP7X-.002 314POST6X-.005 3 15 MP3 X -.003 316POST7X-.004 4.517MP2X-.002 4.518POST6X-.004 4.519MP6X-.003 3 20 POST5 X -.002 321MP4X-.003 322POST7X-.006 2.523POST5X-.004 2.524POST6X-.006 2.5 25 MP10 X -.005 3 RISA-3D Version 17.0.2 Page 72 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 125 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 327MP8X-.004 328POST8X-.00047 429POST4X-.001 430MP9X-.000974 431POST8X-.002 2.532POST4X-.001 2.533MP9X-.002 2.534POST8X-.023 135POST4X-.014 136MP9X-.019 1 37 POST8 X -.000377 438POST4X-.001 439MP9X-.000898 440TRAIL5X-.009 341POST7X-.011 4.75 42 MP5 X -.011 5.543MP2X-.008 5.544MP7X-.008 545POST6X-.011 4.7546MP3X-.011 5.5 47 MP6 X -.006 5.548POST5X-.003 4.7549MP4X-.005 5.550POST7X-.006 451MP5X-.003 4 52 MP2 X -.004 453MP7X-.002 454POST6X-.005 455MP3X-.003 456POST7X-.004 4.5 57 MP2 X -.002 558POST6X-.004 4.559MP6X-.003 460POST5X-.002 461MP4X-.003 4 62 MP10 X -.005 4.7563POST3X-.003 4.7564MP8X-.004 5 65 POST8 X -.00047 566POST4X-.001 4.75 67 MP9 X -.000974 568POST8X-.023 569POST4X-.014 4.75 70 MP9 X -.019 571POST8X-.000377 5 72 POST4 X -.001 4.7573MP9X-.000898 574POST7Z.011 .5 75 MP5 Z .011 .7576MP2Z.008 .75 77 MP7 Z .008 .7578POST6Z.011 .579MP3Z.011 .75 80 MP6 Z .006 .7581POST5Z.003 .5 82 MP4 Z .005 .7583POST7Z.006 384MP5Z.003 3 85 MP2 Z .004 386MP7Z.002 387POST6Z.005 388MP3Z.003 3 RISA-3D Version 17.0.2 Page 73 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4.590MP2Z.002 4.591POST6Z.004 4.592MP6Z.003 393POST5Z.002 394MP4Z.003 395POST7Z.006 2.596POST5Z.004 2.597POST6Z.006 2.598MP10Z.005 399POST3Z.003 3 100 MP8 Z .004 3101POST8Z.00047 4102POST4Z.001 4103MP9Z.000974 4104POST8Z.002 2.5 105 POST4 Z .001 2.5106MP9Z.002 2.5107POST8Z.023 1108POST4Z.014 1109MP9Z.019 1 110 POST8 Z .000377 4111POST4Z.001 4112MP9Z.000898 4113TRAIL5Z.009 3114POST7Z.011 4.75 115 MP5 Z .011 5.5116MP2Z.008 5.5117MP7Z.008 5118POST6Z.011 4.75119MP3Z.011 5.5 120 MP6 Z .006 5.5121POST5Z.003 4.75122MP4Z.005 5.5123POST7Z.006 4124MP5Z.003 4 125 MP2 Z .004 4126MP7Z.002 4127POST6Z.005 4 128 MP3 Z .003 4129POST7Z.004 4.5 130 MP2 Z .002 5131POST6Z.004 4.5132MP6Z.003 4 133 POST5 Z .002 4134MP4Z.003 4 135 MP10 Z .005 4.75136POST3Z.003 4.75137MP8Z.004 5 138 POST8 Z .00047 5139POST4Z.001 4.75 140 MP9 Z .000974 5141POST8Z.023 5142POST4Z.014 4.75 143 MP9 Z .019 5144POST8Z.000377 5 145 POST4 Z .001 4.75146MP9Z.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 126 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 .753MP2X-.011 .754MP7X-.011 .755POST6X-.011 .56MP3X-.011 .757MP6X-.008 .758POST5X-.005 .59MP4X-.005 .7510POST7X-.008 311MP5X-.004 312MP2X-.005 3 13 MP7 X -.003 314POST6X-.005 315MP3X-.003 316POST7X-.006 4.517MP2X-.004 4.5 18 POST6 X -.004 4.519MP6X-.004 320POST5X-.003 321MP4X-.003 322POST7X-.009 2.5 23 POST5 X -.006 2.524POST6X-.006 2.525MP10X-.006 326POST3X-.005 327MP8X-.004 3 28 POST8 X -.000538 429POST4X-.001 430MP9X-.002 431POST8X-.002 2.532POST4X-.002 2.5 33 MP9 X -.002 2.534POST8X-.029 135POST4X-.021 136MP9X-.019 137POST8X-.000422 4 38 POST4 X -.001 439MP9X-.002 440TRAIL5X-.012 3 41 POST7 X -.015 4.7542MP5X-.015 5.5 43 MP2 X -.011 5.544MP7X-.011 545POST6X-.011 4.75 46 MP3 X -.011 5.547MP6X-.008 5.5 48 POST5 X -.005 4.7549MP4X-.005 5.550POST7X-.008 4 51 MP5 X -.004 452MP2X-.005 4 53 MP7 X -.003 454POST6X-.005 455MP3X-.003 4 56 POST7 X -.006 4.557MP2X-.004 5 58 POST6 X -.004 4.559MP6X-.004 460POST5X-.003 4 61 MP4 X -.003 462MP10X-.006 4.7563POST3X-.005 4.7564MP8X-.004 5 RISA-3D Version 17.0.2 Page 75 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 566POST4X-.001 4.7567MP9X-.002 568POST8X-.029 569POST4X-.021 4.7570MP9X-.019 571POST8X-.000422 572POST4X-.001 4.7573MP9X-.002 574POST7Z.008 .575MP5Z.008 .75 76 MP2 Z .006 .7577MP7Z.006 .7578POST6Z.006 .579MP3Z.006 .7580MP6Z.005 .75 81 POST5 Z .003 .582MP4Z.003 .7583POST7Z.004 384MP5Z.002 385MP2Z.003 3 86 MP7 Z .002 387POST6Z.003 388MP3Z.002 389POST7Z.003 4.590MP2Z.002 4.5 91 POST6 Z .002 4.592MP6Z.002 393POST5Z.002 394MP4Z.002 395POST7Z.005 2.5 96 POST5 Z .003 2.597POST6Z.003 2.598MP10Z.003 399POST3Z.003 3100MP8Z.002 3 101 POST8 Z .00031 4102POST4Z.00079 4103MP9Z.000941 4 104 POST8 Z .001 2.5105POST4Z.001 2.5 106 MP9 Z .000978 2.5107POST8Z.017 1108POST4Z.012 1 109 MP9 Z .011 1110POST8Z.000244 4 111 POST4 Z .00074 4112MP9Z.000895 4113TRAIL5Z.007 3 114 POST7 Z .008 4.75115MP5Z.008 5.5 116 MP2 Z .006 5.5117MP7Z.006 5118POST6Z.006 4.75 119 MP3 Z .006 5.5120MP6Z.005 5.5 121 POST5 Z .003 4.75122MP4Z.003 5.5123POST7Z.004 4 124 MP5 Z .002 4125MP2Z.003 4126MP7Z.002 4127POST6Z.003 4 RISA-3D Version 17.0.2 Page 76 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 127 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 4129POST7Z.003 4.5130MP2Z.002 5131POST6Z.002 4.5132MP6Z.002 4133POST5Z.002 4134MP4Z.002 4135MP10Z.003 4.75136POST3Z.003 4.75137MP8Z.002 5138POST8Z.00031 5 139 POST4 Z .00079 4.75140MP9Z.000941 5141POST8Z.017 5142POST4Z.012 4.75143MP9Z.011 5 144 POST8 Z .000244 5145POST4Z.00074 4.75146MP9Z.000895 5 Member Point Loads (BLC 37 : Seismic Load X) Member Label Direction Magnitude[k,k-ft]Location[ft,%]1 POST7 X -.033 .52MP5X-.033 .753MP2X-.033 .754MP7X-.033 .75 5 POST6 X -.033 .56MP3X-.033 .757MP6X-.018 .758POST5X-.018 .59MP4X-.018 .75 10 POST7 X -.06 311MP5X-.03 312MP2X-.06 313MP7X-.03 314POST6X-.06 3 15 MP3 X -.03 316POST7X-.022 4.517MP2X-.022 4.518POST6X-.022 4.519MP6X-.025 3 20 POST5 X -.025 321MP4X-.025 322POST7X-.015 2.523POST5X-.015 2.524POST6X-.015 2.5 25 MP10 X -.052 326POST3X-.052 327MP8X-.052 328POST8X-.04 429POST4X-.04 4 30 MP9 X -.04 431POST8X-.011 2.532POST4X-.011 2.533MP9X-.011 2.534POST8X-.063 1 35 POST4 X -.063 136MP9X-.063 137POST8X-.042 438POST4X-.042 439MP9X-.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, 20204:37 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 4.7542MP5X-.033 5.543MP2X-.033 5.544MP7X-.033 545POST6X-.033 4.7546MP3X-.033 5.547MP6X-.018 5.548POST5X-.018 4.7549MP4X-.018 5.550POST7X-.06 451MP5X-.03 4 52 MP2 X -.06 453MP7X-.03 454POST6X-.06 455MP3X-.03 456POST7X-.022 4.5 57 MP2 X -.022 558POST6X-.022 4.559MP6X-.025 460POST5X-.025 461MP4X-.025 4 62 MP10 X -.052 4.7563POST3X-.052 4.7564MP8X-.052 565POST8X-.04 566POST4X-.04 4.75 67 MP9 X -.04 568POST8X-.063 569POST4X-.063 4.7570MP9X-.063 571POST8X-.042 5 72 POST4 X -.042 4.7573MP9X-.042 5 Member Point Loads (BLC 38 : Seismic Load Z) Member Label Direction Magnitude[k,k-ft]Location[ft,%] 1 POST7 Z -.033 .52MP5Z-.033 .753MP2Z-.033 .754MP7Z-.033 .755POST6Z-.033 .5 6 MP3 Z -.033 .757MP6Z-.018 .758POST5Z-.018 .59MP4Z-.018 .7510POST7Z-.06 3 11 MP5 Z -.03 312MP2Z-.06 313MP7Z-.03 314POST6Z-.06 315MP3Z-.03 3 16 POST7 Z -.022 4.517MP2Z-.022 4.518POST6Z-.022 4.519MP6Z-.025 320POST5Z-.025 3 21 MP4 Z -.025 322POST7Z-.015 2.523POST5Z-.015 2.524POST6Z-.015 2.525MP10Z-.052 3 26 POST3 Z -.052 3 RISA-3D Version 17.0.2 Page 78 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 128 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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 328POST8Z-.04 429POST4Z-.04 430MP9Z-.04 431POST8Z-.011 2.532POST4Z-.011 2.533MP9Z-.011 2.534POST8Z-.063 135POST4Z-.063 136MP9Z-.063 137POST8Z-.042 4 38 POST4 Z -.042 439MP9Z-.042 440TRAIL5Z-.06 341POST7Z-.033 4.7542MP5Z-.033 5.5 43 MP2 Z -.033 5.544MP7Z-.033 545POST6Z-.033 4.7546MP3Z-.033 5.547MP6Z-.018 5.5 48 POST5 Z -.018 4.7549MP4Z-.018 5.550POST7Z-.06 451MP5Z-.03 452MP2Z-.06 4 53 MP7 Z -.03 454POST6Z-.06 455MP3Z-.03 456POST7Z-.022 4.557MP2Z-.022 5 58 POST6 Z -.022 4.559MP6Z-.025 460POST5Z-.025 461MP4Z-.025 462MP10Z-.052 4.75 63 POST3 Z -.052 4.7564MP8Z-.052 565POST8Z-.04 5 66 POST4 Z -.04 4.7567MP9Z-.04 5 68 POST8 Z -.063 569POST4Z-.063 4.7570MP9Z-.063 5 71 POST8 Z -.042 572POST4Z-.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 7320 Wind - No Ice None 73 62330 Wind - No Ice None 146 124445 Wind - No Ice None 146 124560 Wind - No Ice None 146 124 6 90 Wind - No Ice None 73 627120 Wind - No Ice None 146 1248135 Wind - No Ice None 146 1249150 Wind - No Ice None 146 12410180 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, 20204:37 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 12413240 Wind - No Ice None 146 12414270 Wind - No Ice None 73 6215300 Wind - No Ice None 146 12416315 Wind - No Ice None 146 12417330 Wind - No Ice None 146 12418Ice Weight None 73 62190 Wind - Ice None 73 622030 Wind - Ice None 146 1242145 Wind - Ice None 146 1242260 Wind - Ice None 146 124 23 90 Wind - Ice None 73 6224120 Wind - Ice None 146 12425135 Wind - Ice None 146 12426150 Wind - Ice None 146 12427180 Wind - Ice None 73 62 28 210 Wind - Ice None 146 12429225 Wind - Ice None 146 12430240 Wind - Ice None 146 12431270 Wind - Ice None 73 6232300 Wind - Ice None 146 124 33 315 Wind - Ice None 146 12434330 Wind - Ice None 146 12435LmNone36LvNone37Seismic 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 252min-1.951 11 -1.803 11 -.026 10 -.049 8 -.053 32 -.083 1732max1.24 19 1.622 19 1.229 19 .07 16 .043 8 .017 254min-1.224 11 -1.589 11 -1.212 11 -.072 24 -.044 32 -.014 1753max.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 974max1.598 16 1.534 23 1.338 23 .004 10 .033 23 .029 158min-1.642 24 -1.486 15 -1.32 15 -.009 18 -.031 15 -.037 2395max3.893 2 3.973 26 .063 22 .045 23 .048 23 .059 1410min-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 1412min-3.378 29 -4.188 5 -3.404 29 -.092 15 -.055 31 -.023 22137max.06 17 3.293 31 3.29 7 .102 24 .065 24 .062 2414min-.079 24 -3.026 7 -3.554 31 -.097 16 -.064 16 -.061 16158max1.85 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 31179max.776 18 1.98 27 .325 33 0 98 .524 8 .438 1018min-.729 10 -1.722 3 -.307 9 0 1 -.529 32 -.491 181910max.45 20 1.78 27 .302 19 .225 20 .493 9 .199 1220min-.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 9822min-.334 13 -1.417 5 -.652 14 -.302 14 -.623 31 -.01 342312max.811 17 2.894 32 1.765 24 .86 24 .511 9 .867 2424min-.833 25 -1.829 8 -1.662 16 -.807 16 -.545 33 -.801 162513max.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 332714max1.178 32 5.513 21 1.001 22 .27 20 .561 24 .219 1228min-1.096 8 -3.996 13 -.935 14 -.219 12 -.544 16 -.27 202915max1.312 33 4.616 23 1 23 .648 23 .441 8 0 9830min-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 129 -Item #11. Company : Tower Engineering Professionals, Inc.July 6, 20204:37 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]LC32min-1.505 9 -2.754 17 -.636 32 -.692 32 -.523 31 -.692 3233Totals:max 17.07 18 7.03 49 15.635 2234min-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 1.420.9D+1.0...Yes Y 1 .9 2 130.9D+1.0...Yes Y 1 .9 3 140.9D+1.0...Yes Y 1 .9 4 1 5 0.9D+1.0...Yes Y 1 .9 5 160.9D+1.0...Yes Y 1 .9 6 170.9D+1.0...Yes Y 1 .9 7 180.9D+1.0...Yes Y 1 .9 8 190.9D+1.0...Yes Y 1 .9 9 1 10 0.9D+1.0...Yes Y 1 .9 10 1110.9D+1.0...Yes Y 1 .9 11 1120.9D+1.0...Yes Y 1 .9 12 1130.9D+1.0...Yes Y 1 .9 13 1140.9D+1.0...Yes Y 1 .9 14 1 15 0.9D+1.0...Yes Y 1 .9 15 1160.9D+1.0...Yes Y 1 .9 16 1170.9D+1.0...Yes Y 1 .9 17 1181.2D+1.0...Yes Y 1 1.2 2 1191.2D+1.0...Yes Y 1 1.2 3 1 20 1.2D+1.0...Yes Y 1 1.2 4 1211.2D+1.0...Yes Y 1 1.2 5 1221.2D+1.0...Yes Y 1 1.2 6 1231.2D+1.0...Yes Y 1 1.2 7 1241.2D+1.0...Yes Y 1 1.2 8 1 25 1.2D+1.0...Yes Y 1 1.2 9 1261.2D+1.0...Yes Y 1 1.2 10 1271.2D+1.0...Yes Y 1 1.2 11 1281.2D+1.0...Yes Y 1 1.2 12 1291.2D+1.0...Yes Y 1 1.2 13 1 30 1.2D+1.0...Yes Y 1 1.2 14 1311.2D+1.0...Yes Y 1 1.2 15 1321.2D+1.0...Yes Y 1 1.2 16 1331.2D+1.0...Yes Y 1 1.2 17 1341.2D+1.0...Yes Y 1 1.2 18 1 19 1 35 1.2D+1.0...Yes Y 1 1.2 18 1 20 1361.2D+1.0...Yes Y 1 1.2 18 1 21 1371.2D+1.0...Yes Y 1 1.2 18 1 22 1381.2D+1.0...Yes Y 1 1.2 18 1 23 1391.2D+1.0...Yes Y 1 1.2 18 1 24 1 40 1.2D+1.0...Yes Y 1 1.2 18 1 25 1411.2D+1.0...Yes Y 1 1.2 18 1 26 1421.2D+1.0...Yes Y 1 1.2 18 1 27 1431.2D+1.0...Yes Y 1 1.2 18 1 28 1441.2D+1.0...Yes Y 1 1.2 18 1 29 1 45 1.2D+1.0...Yes Y 1 1.2 18 1 30 1461.2D+1.0...Yes Y 1 1.2 18 1 31 1471.2D+1.0...Yes Y 1 1.2 18 1 32 1481.2D+1.0...Yes Y 1 1.2 18 1 33 1491.2D+1.0...Yes Y 1 1.2 18 1 34 1 50 1.2D+1.5...Yes Y 36 1.5 1 1.2511.2D+1.5...Yes Y 1 1.2 2 .045 35 1.5521.2D+1.5...Yes Y 1 1.2 3 .045 35 1.5531.2D+1.5...Yes Y 1 1.2 4 .045 35 1.5541.2D+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, 20204:37 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 1.5571.2D+1.5...Yes Y 1 1.2 8 .045 35 1.5581.2D+1.5...Yes Y 1 1.2 9 .045 35 1.5591.2D+1.5...Yes Y 1 1.2 10 .045 35 1.5601.2D+1.5...Yes Y 1 1.2 11 .045 35 1.5611.2D+1.5...Yes Y 1 1.2 12 .045 35 1.5621.2D+1.5...Yes Y 1 1.2 13 .045 35 1.5631.2D+1.5...Yes Y 1 1.2 14 .045 35 1.5641.2D+1.5...Yes Y 1 1.2 15 .045 35 1.5651.2D+1.5...Yes Y 1 1.2 16 .045 35 1.5661.2D+1.5...Yes Y 1 1.2 17 .045 35 1.5 67 (1.2+0.2...Yes Y 1 1.27ELX.174 068(1.2+0.2...Yes Y 1 1.27ELX.151ELZ .08769(1.2+0.2...Yes Y 1 1.27ELX.123ELZ .12370(1.2+0.2...Yes Y 1 1.27ELX.087ELZ .15171(1.2+0.2...Yes Y 1 1.27 0 ELZ .174 72 (1.2+0.2...Yes Y 1 1.27ELX-.087ELZ .15173(1.2+0.2...Yes Y 1 1.27ELX-.123ELZ .12374(1.2+0.2...Yes Y 1 1.27ELX-.151ELZ .08775(1.2+0.2...Yes Y 1 1.27ELX-.174 076(1.2+0.2...Yes Y 1 1.27ELX-.151ELZ -.087 77 (1.2+0.2...Yes Y 1 1.27ELX-.123ELZ -.123 78 (1.2+0.2...Yes Y 1 1.27ELX-.087ELZ -.15179(1.2+0.2...Yes Y 1 1.27 0 ELZ -.174 80 (1.2+0.2...Yes Y 1 1.27ELX.087ELZ -.151 81 (1.2+0.2...Yes Y 1 1.27ELX.123ELZ -.123 82 (1.2+0.2...Yes Y 1 1.27ELX.151ELZ -.087 83 (0.9-0.2S...Yes Y 1 .83 ELX.174 084(0.9-0.2S...Yes Y 1 .83 ELX.151ELZ .08785(0.9-0.2S...Yes Y 1 .83 ELX.123ELZ .12386(0.9-0.2S...Yes Y 1 .83 ELX.087ELZ .151 87 (0.9-0.2S...Yes Y 1 .83 0 ELZ .17488(0.9-0.2S...Yes Y 1 .83 ELX-.087ELZ .15189(0.9-0.2S...Yes Y 1 .83 ELX-.123ELZ .12390(0.9-0.2S...Yes Y 1 .83 ELX-.151ELZ .08791(0.9-0.2S...Yes Y 1 .83 ELX-.174 0 92 (0.9-0.2S...Yes Y 1 .83 ELX-.151ELZ -.087 93 (0.9-0.2S...Yes Y 1 .83 ELX-.123ELZ -.12394(0.9-0.2S...Yes Y 1 .83 ELX-.087ELZ -.151 95 (0.9-0.2S...Yes Y 1 .83 0 ELZ -.174 96 (0.9-0.2S...Yes Y 1 .83 ELX.087ELZ -.151 97 (0.9-0.2S...Yes Y 1 .83 ELX.123ELZ -.123 98 (0.9-0.2S...Yes Y 1 .83 ELX.151ELZ -.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*... ... Eqn1TOEPL3PL4x1/....952 7.166 31 .007 7.1...z ....377 32.4 .169 1.192...H1-... 2 TRAIL5 L3X3X4 .866 4 25 .134 6 y ...21.01946.6561.6883.756...H2-1 3 TRAIL6 L3X3X4 .849 1.5 30 .141 0 y ...21.01946.6561.688 3.45 ...H2-1 4 MP9 PIPE_2.0 .836 2.813 30 .221 2.75 ...18.64632.13 1.8721.872...H1-... 5 TRAIL7 L3X3X4 .801 1.5 33 .126 0 y ...21.01946.6561.6883.368...H2-1 6 TRAIL4 L3X3X4 .778 4.499 26 .155 5.9...y ...21.02446.6561.6883.541...H2-1 7 MRAIL4 L3X3X4 .757 4.499 26 .066 5.9...z ...21.02446.6561.6883.435...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 ...21.01946.6561.6883.446...H2-1 10 MP7 PIPE_2.0 .646 2.75 26 .345 2.75 ...30.47532.13 1.8721.872...H1-... 11 MRAIL5 L3X3X4 .638 2 29 .044 6 z ...21.01946.6561.6883.583...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-... 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RISA-3D Version 17.0.2 Page 83 [G:\...\...\...\...\Mount Analysis\Mount Rev H.r3d] - Page 131 -Item #11. NN- Page 132 -Item #11. ¾“” - Page 133 -Item #11. N- Page 134 -Item #11. NN- Page 135 -Item #11. - Page 136 -Item #11. NN- Page 137 -Item #11. - Page 138 -Item #11. - Page 139 -Item #11. - Page 140 -Item #11. - Page 141 -Item #11. - Page 142 -Item #11. - Page 143 -Item #11. N- Page 144 -Item #11. NN- Page 145 -Item #11. - Page 146 -Item #11. - Page 147 -Item #11. - Page 148 -Item #11. - Page 149 -Item #11. - Page 150 -Item #11. - Page 151 -Item #11. File Attachments for Item: 12. Approval of the Online/Practice Solution/Software/Proflex Products - Tybee Island Police Department Detective Division. $225 per month per year and increases 5% in year two. - Page 152 -Item #12. Page 1 of 5 Order Form Order ID:Q-00868937 Contact your representative ryan.galvin@thomsonreuters.com with any questions. Thank you. Account Address Shipping Address Billing Address Account #: 1003462935 TYBEE ISLAND POLICE DEPT ACCOUNTS PAYABLE 78 VAN HORNE AVE TYBEE ISLAND GA 31328-9780 US Account #: 1003462935 TYBEE ISLAND POLICE DEPT ACCOUNTS PAYABLE 78 VAN HORNE AVE TYBEE ISLAND GA 31328-9780 US Account #: 1003462935 TYBEE ISLAND POLICE DEPT ACCOUNTS PAYABLE 78 VAN HORNE AVE TYBEE ISLAND, GA 31328-9780 US This Order Form is a legal document between West Publishing Corporation and Subscriber. West Publishing Corporation also means “West”, “we” or “our” and Subscriber means “you”, “my” or “I”. Subscription terms, if any, follow the ordering grids below ProFlex Products See Attachment for details Service Material Product Quantity Monthly Charges Minimum Term (Months) Year Over Year Increase During Minimum Term 41308780 CLEAR PROFLEX 1 $225.00 36 5% ProFlex Bridge Products Service Material Product Quantity Bridge Term (Months) Bridge Monthly Charges 41308780 CLEAR PROFLEX 1 1 $0.00 Bridge Terms Bridge Monthly Charges begin on the date we process your order and will be prorated for the number of days remaining in the calendar month, if any. The Bridge Monthly charges will continue for the number of complete calendar months listed in the Bridge Term column above. At the end of the Bridge Term, your Monthly Charges and the Minimum Term will be as described in the Product grid above. All other terms and conditions of the Order Form remain unchanged. Minimum Terms Online/ Practice Solution/Software/ProFlex Products : Monthly Charges begin on the date we process your order and will be prorated for the number of days remaining in that calendar month, if any. Your Monthly Charges will continue for the number of complete calendar months listed in the Minimum Term column above. The percent increases for multi-year orders appear in the Term Increases column above. Subscriber (“you” or “I”) is also responsible for all Excluded Charges. Excluded Charges are for accessing Westlaw data or a Practice Solutions service that is not included in your subscription. Excluded Charges may change after at least 30 days written or online notice. For Window Products: Monthly Charges begin on the date we process your order and will continue for the number of complete calendar months in the Minimum Term column above. The percent increases for multi-year orders appear in the Term Increases column above. Monthly Charges are due regardless of the level of your usage. Transactional usage charges that exceed the Monthly Charges are waived up to the Monthly Window amount stated above. In addition to the Monthly Charges you are responsible for transactional usage charges in excess of the Monthly Window. Transactional charges are calculated based upon our then-current Schedule A rates. You are also responsible for all Excluded Charges. Excluded Charges are charges for accessing a service that is not included in your subscription. Excluded Charges may change after at least 30 days written or online notice. Post Minimum Terms For Online/Practice Solutions/Software /ProFlex Products: At the end of the Minimum Term, your Monthly Charges will increase by 7%. Thereafter, the Monthly Charges will increase 7% every 12 months unless we notify you of a different rate at least 90 days before the annual increase. You are also responsible for all Excluded Charges. Excluded Charges may change after at least 30 days written or online notice. Either of us may cancel the Post Minimum Term subscription by sending at least 60 days written notice. Send your notice of cancellation to Customer Service, 610 Opperman Drive, P.O. Box 64833, Eagan, MN 55123-1803. Subscriber Information - Page 153 -Item #12. Page 2 of 5 Automatic Renewal Term for Window Products. At the end of the Minimum Term and your Monthly Charges will be billed at up to our then- current rate. Thereafter, we may modify the Monthly Charges after at least 90 days notice. The Monthly Window will remain unchanged. Monthly Charges are due regardless of the level of your usage. Transactional usage charges that exceed the Monthly Charges are waived up to the Monthly Window. In addition to the Monthly Charges, you are responsible for transactional usage charges in excess of the Monthly Window. Transaction charges are calculated based upon our then-current Schedule A rate. You are also responsible for all Excluded Charges. Excluded Charges may change after 30 days written or online notice. Either of us may cancel the Post-Minimum Term subscription by sending at least 60 days written notice. Send your notice of cancellation to Customer Service, 610 Opperman Drive, P.O. Box 64833, Eagan MN 55123-1803. Federal Government Subscribers Optional Minimum Term. Federal government subscribers that chose a multi-year Minimum Term, those additional months will be implemented at your option pursuant to federal law. Miscellaneous Charges, Payments & Taxes. You agree to pay all charges in full within 30 days of the date of invoice. You are responsible for any applicable sales, use, value added tax (VAT), etc. unless you are tax exempt. If you are a non-government subscriber and fail to pay your invoiced charges, you are responsible for collection costs including attorneys' fees. Settling a Disputed Balance. Payments marked “paid in full”, or with any other restrictive language, will not operate as an accord and satisfaction without our prior written approval. We reserve our right to collect any remaining amount due to us on your account. Partial payments intended to settle an outstanding balance in full must be sent to: Customer Service, 610 Opperman Drive, P.O. Box 64833, Eagan, MN 55123-1803, along with a written explanation of the disagreement or dispute. This address is different from the address you use to make account payments. eBilling Contact. All invoices for this account will be emailed to your e-Billing Contact(s) unless you have notified us that you would like to be exempt from e-Billing. Credit Verification. If you are applying for credit as an individual, we may request a consumer credit report to determine your creditworthiness. If we obtain a consumer credit report, you may request the name, address and telephone number of the agency that supplied the credit report. If you are applying for credit on behalf of a business, we may request a current business financial statement from you to consider your request. Auto Charge Credit Card/Electronic Funds Transfer Election Payment Terms. You may authorize us to automatically charge a credit card, debit card or electronic fund transfer to pay charges due. Contact Customer Service at 1-800-328-4880 for authorization procedures. If you have previously authorized us to bill a credit card, debit card or make electronic fund transfers for West subscriptions on an ongoing basis, or authorizing the same as part of this order, no further action is needed. Returns and Refunds. You may return a print product to us within 45 days of the original shipment date if you are not completely satisfied. Assured Print Pricing, Library Savings Plan, West Complete, Library Maintenance Agreements, ePack, WestPack, Westlaw, CLEAR, Monitor Suite, ProView eBook, Software, West LegalEdcenter, Practice Solutions, TREWS, Peer Monitor and Data Privacy Advisor charges are not refundable. Please see http://static.legalsolutions.thomsonreuters.com/static/returns-refunds.pdf or contact Customer Service at 1-800-328-4880 for additional details regarding our policies on returns and refunds. Applicable Law. If you are a state or local governmental entity, your state’s law will apply and any claim may be brought in the state or federal courts located in your state. If you are a non-governmental entity, this Order Form will be interpreted under Minnesota state law and any claim by one of us may be brought in the state or federal courts in Minnesota. If you are a United States Federal Government subscriber, United States federal law will apply and any claim may be brought in any federal court. Excluded Charges and Schedule A rates. If you access CLEAR services that are not included in your subscription you will be charged our then current rate. Excluded Charges will be invoiced and due with your next payment. For your reference, the current Excluded Charges schedules are located at http://static.legalsolutions.thomsonreuters.com/static/agreement/schedule-a-clear.pdf Excluded Charges may change after at least 30 days written or online notice. Modification of Excluded Charges or Schedule A rates is not a basis for termination under Term, Termination of the General Terms and Conditions. The General Terms and Conditions, apply to all products ordered, except print and is located at https://static.legalsolutions.thomsonreuters.com/static/ThomsonReuters-General-Terms-Conditions.pdf. The General Terms and Conditions for Federal Subscribers are located at https://static.legalsolutions.thomsonreuters.com/static/Federal- ThomsonReuters-General-Terms-Conditions.pdf. In the event that there is a conflict of terms between the General Terms and Conditions and this Order Form, the terms of this Order Form control. This Order Form is subject to our approval. CLEAR Fixed Rate Usage :If the transactional value of your CLEAR fixed rate usage exceeds your then-current Monthly Charges by more than 10 times in any month (or by 20 times in any month for Enterprise Law Enforcement subscribers), we may limit access to live gateways and request that the parties enter into good faith renegotiation or terminate upon 10 days written notice. Transactional value of your CLEAR usage is calculated based upon our then-current Schedule A rate. Schedule A rates may change upon at least 30 days written or online notice. Batch Usage :If you have a fixed rate batch and/or batch alerts subscription and the total of your batch inputs or batch alerts exceeds your annual fixed rate batch or total batch alerts allotment, we may: 1) request the parties enter into good faith negotiations regarding a superseding agreement, 2) - Page 154 -Item #12. Page 3 of 5 terminate your subscription upon 10 days written notice or 3) limit your access to your fixed rate batch subscription for the remainder of the then- current 12 month period, during which time you will continue to be billed your Monthly Charges. If your access to your fixed rate batch subscription has been limited, your access will be reinstated on the first day of the following 12 month period. If the trial includes Batch Services, you may submit up to 1,000 input lines at no cost. We reserve the right to invoice you for input lines in excess of 1,000. You will pay our then current Schedule A rate. Schedule A rates are located at http://legalsolutions.com/schedule-a-clear. Existing Vigilant Subscribers: We may terminate your License Plate Recognition (LPR) subscription if you are an existing Vigilant LEARN subscriber whose LPR pricing is based upon your existing Vigilant LEARN agreement, and you cancel your Vigilant LEARN agreement. Enterprise Law Enforcement Subscribers: You certify that you have up to the number of sworn officers in your employ at this location identified in the QTY Column above. Our pricing for banded products is made in reliance upon your certification. If we learn that the actual number is greater, we reserve the right to increase your charges as applicable. Regulated Data. Due to the regulated or private nature of some data in our information products such as credit header data, motor vehicle data, driver license data and voter registration data, you may need to complete a credentialing process which will include certifying what your legally permissible use of the data will be. You agree to immediately notify us if any of the information you provided in your ordering document or during the credentialing process changes. You agree to and warrant that you are the end user of this data and that you will only use it for your own internal business purposes. You also warrant that you will strictly limit the access, use and distribution of this data to user permitted under applicable laws, rules and regulations and as permitted by the third party additional terms. You will keep the data confidential. You will use industry standard administrative, physical and technical safeguards to protect the data. You will not disclose it to anyone except as necessary to carry out your permissible use. You will immediately report any misuse, abuse or compromise of the data. You agree to cooperate with any resulting inquiry. If we reasonably believe that the data has been misused, abused or compromised, we may block access without additional notice. You are responsible for all damages caused by misuse, abuse or compromise of the data by you, your employees and any person or entity with whom you shared the data. We will be responsible for damages cause by us. We are not a consumer reporting agency. You may use information product data to support your own processes and decisions but you may not deny any service or access to a service to a consumer based solely upon the information product data. Examples of types of service include eligibility for credit or insurance, employment decisions and any other purpose described in the Fair Credit Reporting Act (15 U.S.C.A. 1681b). If the Financial Industry Regulatory Authority regulations apply to you, you may use our information products to verify the accuracy and completeness of information submitted to you by each applicant for registration on Form U4 or Form U5 in compliance with the requirements of FINRA Rule 3110. You may use the information products in this manner only in furtherance of written policies and procedures that are designed to achieve your compliance with FINRA Rule 3110 or as otherwise allowed by the General Terms and Conditions. CLEAR Subscribers via an Alliance Partner. In limited circumstances we may allow you to access CLEAR through a third party’s (“Service Provider”) software or service (together with CLEAR, the “Integrated System”). In the event that you enter into a license agreement to access an Integrated System, you agree as follows: We have no obligation to Service Provider with regard to the functionality or non-functionality of CLEAR during or after the integration. Service Provider will have access to CLEAR on your behalf and you will ensure Service Provider’s compliance with the terms and conditions of the Thomson Reuters General Terms and Conditions located in the General Terms and Conditions paragraph above. Except as otherwise provided in your agreement with us, Data may not (i) be distributed or transferred in whole or in part via the Integrated System or otherwise to any third party, (ii) be stored in bulk or in a searchable database, and (iii) not be used in any way to replace or to substitute for CLEAR or as a component of any material offered for sale, license or distribution to third parties. No party will use any means to discern the source code of our products and product data. You are responsible for Service Provider’s access to CLEAR on your behalf. You are responsible for all damages caused by misuse, abuse or compromise of the data by Service Provider, you, your employees and any person or entity with which you shared the data. We will be responsible for damages caused by us. . For Law Enforcement Agencies and Correctional Facilities Only – No Inmate Westlaw or CLEAR Access (direct or indirect) I certify, on behalf of Subscriber, that I understand and accept the security limits of Westlaw or CLEAR ; Subscriber’s responsibility for controlling Westlaw, CLEAR, internet and network access; and, how Subscriber will be using Westlaw or CLEAR. I acknowledge Subscriber’s responsibility for providing West with prompt written notice if Subscriber’s type of use changes. Only non-inmates/administrative staff will access Westlaw or CLEAR with no direct Westlaw research results provided to inmates (including work product created as part of inmates’ legal representation). In no event shall anyone other than Subscriber’s approved employees be provided access to or control of any terminal with access to Westlaw or Westlaw Data. Functionality of Westlaw or CLEAR cannot and does not limit access to non-West internet sites. It is Subscriber’s responsibility to control access to the internet. Subscriber will provide its own firewall, proxy servers or other security technologies as well as desktop security to limit access to the Westlaw or CLEAR URL and West software (including CD-ROM orders). Subscriber will design, configure and implement its own security configuration. Subscriber will not use any data nor distribute any data to a third party for use, in a manner contrary to or in violation of any applicable federal, state, or local law, rule or regulation or in any manner inconsistent with the General Terms and Conditions. Subscriber will maintain the most current version of the West software to access CD-ROM Products for security purposes. - Page 155 -Item #12. Page 4 of 5 Additional Order Form Terms and Conditions Government Non Availability of Funds for Online, Practice Solutions or Software Products You may cancel a product or service with at least 60 days written notice if you do not receive sufficient appropriation of funds. Your notice must include an official document,(e.g., executive order, an officially printed budget or other official government communication) certifying the non- availability of funds. You will be invoiced for all charges incurred up to the effective date of the cancellation. Signature for Order ID: Q-00868937 ACKNOWLEDGEMENT Q-00868937 I have read all pages and attachments to this Order Form and I accept the terms on behalf of Subscriber. I warrant that I am authorized to sign this Order Form on behalf of the Subscriber. \si1\ \ti1\ Signature of Authorized Representative for order Title \na1\ \ds1\ Printed Name Date © 2020 West, a Thomson Reuters business. All rights reserved This Order Form will expire and will not be accepted after 10/13/2020 CT. - Page 156 -Item #12. Page 5 of 5 Attachment Order ID:Q-00868937 Contact your representative ryan.galvin@thomsonreuters.com with any questions. Thank you. Order ID: Q-00868937 Payment and Shipping Information Payment Method: Payment Method: Bill to Account Account Number: 1003462935 Order Confirmation Contact (#28) Contact Name:Whitley, Bertram Email:bwhitley@cityoftybee.org ProFlex Multiple Location Details Account Number Account Name Account Address Action 1003462935 TYBEE ISLAND POLICE DEPT 78 VAN HORNE AVE TYBEE ISLAND GA 31328-9780 US New ProFlex Product Details Quantity Unit Service Material # Description 25 Seats 41882302 CLEAR for Law Enforcement Plus 1 Seats 41913616 CLEAR Government Arrest Gateway Pro Addon Account Contacts Contact Name Email Address Customer Type Description BERTRAM WHITLEY bwhitley@cityoftybee.org CLEAR PRIMARY CONT BERTRAM WHITLEY cbwhitley@cityoftybee.org EML PSWD CONTACT IP Address Information From IP Address To IP Address From IP Address To IP Address From IP Address To IP Address 111.111.111.111 111.111.111.111 Lapsed Products Sub Material Quantity Active Subscription to be Lapsed 42124048 25 ENCLR PRO Gov License Plate Recognition State Add 41913616 25 CLEAR Government Arrest Gateway Pro Addon 42091861 25 CLEAR PRO Gov Law Enforcement Investigator Plus - Page 157 -Item #12. File Attachments for Item: 13. Memorandum of Agreement: USCG Health Safety and Work-Live Service Center and Tybee Island Fire Department - Page 158 -Item #13. Memorandum of Agreement Between United States Coast Guard Health Safety and Work-Live Service Center And Tybee Island Fire Department This memorandum of agreement (MOA), entered into this__18th__day of __AUG__, 2020 between United States Coast Guard (USCG) Health Safety and Work-Life Service Center and Tybee Island Fire Department is for the purpose of providing fire protection, emergency medical services, and confined space rescue services by Tybee Island Fire Department to USCG STA Tybee. Tybee Island Fire Department and USCG Health Safety and Work-Life Service Center agree that: 1. On request made to Tybee Island Fire Department via telephone number 912-742-5061 by a representative of USCG Health Safety and Work-Life Service Center designated in this agreement, firefighting, emergency medical services, or confined space rescue services, equipment and personnel of Tybee Island Fire Department are dispatched to USCG Health Safety and Work-Life Service Center as determined and directed by Tybee Island Fire Department. 2. Any dispatch of equipment and personnel pursuant to this MOA is subject to the following conditions: a. All requests for fire emergency medical and personnel are made by telephone, unless that number is inoperative or unavailable for any reason. b. Any request for aid under this agreement are included a description by USCG Health Safety and Work-Life Service Center’s representative of the type and nature of the fire, or emergency to which response is requested, and specify the location to which the equipment and personnel are to be dispatched; however, the amount and type of equipment and number of personnel to be furnished are determined by Tybee Island Fire Department. 3. Tybee Island Fire Department equipment and personnel reports to the quarterdeck/brow of USCG Health Safety and Work-Life Service Center. USCG Health Safety and Work-Life Service Center is provided a representative to meet the equipment and personnel at the quarterdeck/brow and provide Tybee Island Fire Department personnel applicable information concerning the location and extent of emergency services required. All actions of Tybee Island Fire Department fire and rescue equipment and personnel in responding to the emergency are at the sole direction of Tybee Island Fire Department. 4. Reimbursement to Tybee Island Fire Department for cost of firefighting on USCG Health Safety and Work-Life Service Center is governed by United States Code (15 U.S.C. § 2210) and the Code of Federal Regulations (CFR 44155). Any such claim for reimbursement for firefighting costs might also include costs associated with emergency medical services to the extent normally rendered by a fire service in connection with a fire. - Page 159 -Item #13. 5. All equipment used by Tybee Island Fire Department in carrying out this agreement are, at the time of action hereunder, be owned by and/or under the control of [ Tybee Island Fire Department or is being employed by Tybee Island Fire Department in accordance with existing mutual aid agreements independent of this MOA. All personnel acting Tybee Island Fire Department under this MOA are, at the time of such action, be an employee or volunteer member of Tybee Island Fire Department or acting in accordance with an existing mutual aid agreement independent of this MOA. 6. Reporting requirements: Following all emergency responses under this MOA, Tybee Island Fire Department will forwarded a copy of the incident report in its customary format to USCGC Health Safety and Work-Life Service Center’s point of contact shown below. Communications between Tybee Island Fire Department and USCGC Health Safety and Work-Life Service Center to discuss details of the incident, response to the incident, or recommend modifications to procedures to improve response to future incidents under this MOA are between the points of contact shown below. 7. As an aid to implementing this agreement, members of Tybee Island Fire Department can, with prior arrangement with Commanding Officer or his designated point of contact listed below, tour USCG Health Safety and Work-Life Service Center and any of its structures for the purpose of preparing pre-fire plans. Access to the Cutter are granted at least biannually, within 30 days of a Commanding Officer change of command, or following a greater than 50% cutter crew personnel turnover for the purpose of reviewing and updating pre-fire plans and conducting in- port fire response training. 8. Points of contact for each party to this MOA are: For USCG Health Safety and Work-Life Service Center For Tybee Island Fire Department Matthew Harrell Johnny Hinton Interim Fire Chief Part-Time Firefighter 512 Jones Ave 512 Jones Ave Tybee Island, GA 31328 Tybee Island, GA 31328 912-472-5061 912-472-5061 mharrell@cityoftybee.org cityoftybee.org 9. This MOA becomes effective upon the date subscribed by both original signatories and their successors in office. 10. This MOA can be modified by a written agreement signed by both original signatories and their successors in office. 11. This MOA can terminate upon 30 days written notice by either party. The authority for USCG Health Safety and Work-Life Service Center to enter into this agreement is found in 14 U.S.C. § 141 (1999) and the Safety and Environmental Health Manual, COMDTINST M5100.47 (series). - Page 160 -Item #13. - Page 161 -Item #13. File Attachments for Item: 15. MOU - Beachside Colony Condominium Association and City of Tybee Island to place and maintain a camera to make observation of the beach area. - Page 162 -Item #15. - Page 163 -Item #15. - Page 164 -Item #15. File Attachments for Item: 16. Software License Agreement: Thomas and Hutton Corporation dba geothinQ - Page 165 -Item #16. SOFTWARE LICENSE AGREEMENT This SOFTWARE LICENSE AGREEMENT (the “Agreement”) is entered into between Thomas and Hutton Corporation dba geothinQ and its affiliates including but not limited to the licensors of any of the geothinQ Software as defined herein (“geothinQ”) and the customer identified below on this signature page (“you,” “Licensee” or “User”) governing the license and use of the geographic land mapping and data visualization software including a heat map with statistical calculations for the purpose of land analysis (the “geothinQ Software”) which you may download and access and which enables the delivery of certain content related to land (“Services”) (collectively, the Software and Services shall be referred to as the “geothinQ Property”) and made available for license on the website located at www.geothinq.com (the “Website”). This Agreement is effective as of the date of last signature below (the “Effective Date”). This Agreement consists of (i) this signature page; (ii) the provisions set forth below in Articles 1-10; (iii) Schedule A; (iv) all written orders for geothinQ services in Statements of Work (“SOW’s) with the first SOW attached as Schedule B; and/or (v) the Thomas & Hutton Letter Agreement (if applicable). This Agreement, along with the End User License Agreement (“EULA”) located on the Website, contains the complete expression of the agreement between the parties with respect to the matters addressed herein and there are no promises, representations, or inducements except as herein provided. IN WITNESS WHEREOF, the parties have caused this Agreement to be signed by their respective duly authorized representatives. geothinQ Licensee By: _____________________________ By: _____________________________ Printed Name: Christopher C. Nichols Printed Name: ________________________ Title: Product Manager Title: ______________________________ Date: 12 August 2020 Date: ______________________________ - Page 166 -Item #16. ARTICLE 1: USER LICENSE 1.1 User License. geothinQ grants User the limited, non-transferable, and revocable, in geothinQ’s discretion, right to use the geothinQ Property on the terms and conditions set forth herein for the limited purposes of downloading, accessing and interacting with the geothinQ Property to acquire data and information to evaluate the topography, ownership, and location of real estate or other internal business purpose and for copying, reproducing, transmitting and otherwise using the data and maps in furtherance of this limited purpose. Any other use of the geothinQ Property is strictly prohibited. 1.2 Ownership. User acknowledges that nothing herein gives it any right, title, or interest in the geothinQ Property except for those explicitly set forth in this Section. User shall not contest or challenge the validity of any part of the geothinQ Property. All content accessible by means of the geothinQ Property (the “Content”) is owned and provided by third parties to geothinQ for delivery to you and may be protected by various copyrights and/or other proprietary rights owned by such third parties. 1.3 Number of Licenses. User may purchase as many licenses as needed for its business. The purchase of one license allows User access to the Website from a single IP address associated with one desktop and one mobile device concurrently. At no time shall a user be permitted to access the Website from more than one desktop device or more than one mobile device at the same time. Each license is unique to one individual and cannot be shared with other individuals. The amount of licenses you own is set forth in Schedule A. 1.4 Payment. User shall pay geothinQ for each license for the amount and term set forth in Schedule A. Payment terms may be modified by geothinQ by notifying User of the change in writing prior to the beginning of the next term. Failure to make timely payments can result in loss of access to the geothinQ Property and/or termination of this Agreement. 1.5 Scope of License. geothinQ offers various levels of access to the geothinQ Property and each level is priced accordingly. User’s access level is set forth in Schedule A. 1.6 Use Restrictions. You acknowledge and agree that you may not (i) reproduce the geothinQ Property, or any portion thereof, in any way or in any format now known or hereafter developed other than making copies of the Content for internal business purposes; (ii) provide any other person with access to the geothinQ Property not expressly allowed in this Agreement or by geothinQ in writing; (iii) sublicense the use of the geothinQ Property; (iv) make derivative works from the geothinQ Property; (v) resell, relicense, or redistribute the geothinQ Property or any portion thereof, in any way or in any format now known or hereafter developed; (vi) attempt to, or encourage or assist any other person to, circumvent or modify any security technology or software that is part of the geothinQ Property or used to administer these use restrictions; (vii) use the geothinQ Property in any way that would cause it to constitute a “consumer report” under the Fair Credit Reporting Act, 15 U.S.C. § 1681 et seq. or similar statute; or (viii) use the geothinQ Property in any manner other than set forth herein. User shall not directly or indirectly modify, translate, decompile, create or attempt to create, by reverse engineering or otherwise, the object or source code of the geothinQ Software. User acknowledges that it will only be permitted to utilize the geothinQ Software for its intended purpose and access the geothinQ Property through platforms designated by geothinQ from time to time. You may not export more than 10,000 points of interest in one calendar year. Violation of this requirement will result in immediate termination of this Agreement. While the geothinQ Property should not - Page 167 -Item #16. allow you to do so, you may not create a workaround and access or export data elements relating to more than 1,000 parcels at one time nor more than 100 points of interest at one time. You may export all data layers in PDF format. In accordance with restrictions integrated in the geothinQ Property, parcel data and points of interest data relating to geography may be exported also in KML format. Parcel data attributes and points of interest data attributes (excluding latitude and longitude) may be exported in CSV format. You are expressly prohibited from exporting parcel data and points of interest data in SHP format and DWG format and you are expressly prohibited from exporting transmission lines, substations and electric service territories in any format other than PDF. 1.7 Ownership Representation. You represent that you are not one of the following entities, their affiliates or subsidiaries, nor their successors in interest: Acxiom, America Online, Inc. (AOL), Black Knight, CBCInnovis, CD-Data, Collateral Analytics, Costar Group, Courthouse Retrieval System Inc., Data Solutions, Datamyx, Data Verify, Digital Map Products, Digital Risk, Experian, Equifax, Fair Isaac Corporation, Fidelity National Financial (FNF), Fidelity National Information Services (FNIS), Fidelity National Insurance Company, Fidelity National Title Group, First American Financial Corporation, First Data Solutions, FiServ, FNC, Google, Haines, InfoUSA, Insurance Service Office (ISO), International Data Management (IDM), Interthinx, iPlace, ISGN, Land America, Lender Processing Services, Lending Tree, Lexis/Nexis, MacDonald- Detweiler, Maponics, MasterFiles, Merlin Data, Microsoft, Myriad Development, National Data Cooperative, National Information Services, New Reach, Onboard Informatics, Real Ingo, Real Net, Rentwood RealtyTrac LLC, RJ Peters, Sedgwick CMS, Stewart Information Services Corporation, SW Financial, TPG Capital, Thompson-West Group, TransUnion, Verisk, Veros, Yahoo!, Zaio and Zillow. ARTICLE 2: SERVICES 2.1 Engagement. Licensee may retain Licensor to create customized GIS software (the “GIS Custom Services”) and, when so retained, the performance of such GIS Custom Services shall be governed by, and Licensor agrees to perform such Services in accordance with, the terms and conditions of this Agreement and the applicable Statement of Work negotiated and executed by Licensor and Licensee in a similar format to Schedule B attached hereto. 2.2 GIS Custom Services. Licensor represents and warrants that it and its employees will perform the GIS Custom Services in a manner consistent with that degree of care and skill ordinarily exercised by members of the same profession currently practicing under similar circumstances at the same time and in the same or similar locality. 2.3 Priority. In the event of a conflict or inconsistency between the terms and conditions of this Agreement and the terms and conditions of any Statement of Work promulgated hereunder, the terms and conditions of this Agreement shall control unless the applicable clause in the applicable Statement of Work expressly references the conflicting term of this Agreement. 2.4 Work Product Testing and Acceptance. Licensor shall notify Licensee of the readiness of the software created with the GIS Custom Services (the “Work Product”) for testing by Licensee (the date of such notification hereinafter being referred to as the “Delivery Date”). Unless otherwise set forth in the applicable Statement of - Page 168 -Item #16. Work, Licensee shall have thirty (30) business days after the Delivery Date to complete testing of the Work Product. If this test establishes that the Work Product does not materially perform to the applicable specifications or Licensee’s reasonable requirements that had been communicated to Licensor, Licensee shall immediately notify Licensor and Licensor shall, within a reasonable time, not to exceed ten (10) business days unless otherwise set forth in the applicable Statement of Work, modify or otherwise improve the Work Product in an effort to make the Work Product conform to Licensee’s reasonable requirements. If no written notification of material non-conformance is received by Licensor within such thirty (30) days following the Delivery Date of the Work Product, such Work Product shall be deemed accepted by Licensee. ARTICLE 3: TRANSFER No transfer of any right or interest of User under this Agreement, in whole or in part (whether voluntarily or by operation of law), directly, indirectly or contingently, shall be permitted without the prior written consent of geothinQ unless it has been reassigned by a former User to a new User who has replaced the former User’s position. geothinQ may assign this Agreement without the consent of User. ARTICLE 4: ACCOUNT INFORMATION AND DATA geothinQ does not own any data, information, or material (“Your Data”) that you submit to the Service in the course of using the Service. You, not geothinQ, shall have sole responsibility for the accuracy, quality, integrity, legality, reliability, appropriateness, and intellectual property ownership or right to use of all Your Data, and geothinQ shall not be responsible or liable for the deletion, correction, destruction, damage, loss or failure to store any of Your Data. geothinQ will not use Your Data for any purpose other than its internal business purposes. In the event this Agreement is terminated (other than by reason of User’s breach), geothinQ will make available to you a file of Your Data within 30 days of termination if so requested at the time of termination. geothinQ reserves the right to withhold, remove and/or discard Your Data without notice for any breach, including, without limitation, non-payment. Upon termination for cause, your right to access or use Your Data immediately ceases, and geothinQ will have no obligation to maintain or forward any of Your Data. ARTICLE 5: LOGO On sites that link to geothinQ’s Website, a geothinQ logo must be included at the bottom right corner of all pages from the use of the Service. This logo must also link to the Website. You agree not to tamper with the logo and display the logo in all documents emanating from geothinQ. geothinQ is a trademark owned by geothinQ. All other trademarks which may appear in the geothinQ Property are property of their respective owners. This Agreement does not grant you the right to use these trademarks except as set forth in this Agreement. You may not contest the ownership or validity of any trademarks appearing in the geothinQ Property. ARTICLE 6: DISCLAIMER OF WARRANTIES AND LIABILITY 6.1 General Disclaimer. geothinQ is making the geothinQ Property available to you on an “as is” and “as available” basis and you agree that your use of the geothinQ Property is at your own risk. 6.2 Warranty Disclaimer. GEOTHINQ DISCLAIMS ALL WARRANTIES THAT RELATE IN ANY WAY TO THE GEOTHINQ PROPERTY, EITHER EXPRESS OR IMPLIED, INCLUDING - Page 169 -Item #16. WITHOUT LIMITATION ANY WARRANTY FOR INFORMATION, AVAILABILITY, ACCURACY, ADEQUACY, QUIET ENJOYMENT, NON-INFRINGEMENT, MERCHANTABILITY, OR FITNESS FOR A PARTICULAR PURPOSE. 6.3 Limitation of Liability. UNDER NO CIRCUMSTANCES WILL GEOTHINQ BE LIABLE FOR ANY DAMAGE CAUSED BY YOUR USE OF THE GEOTHINQ PROPERTY. UNDER NO CIRCUMSTANCES, INCLUDING BUT NOT LIMITED TO NEGLIGENCE, SHALL GEOTHINQ OR ITS EMPLOYEES BE LIABLE FOR ANY SPECIAL OR CONSEQUENTIAL DAMAGES THAT RESULT FROM YOUR USE OR MISUSE OF, OR THE INABILITY TO USE THE GEOTHINQ PROPERTY EVEN IF GEOTHINQ OR ITS AUTHORIZED REPRESENTATIVE HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. UNDER NO CIRCUMSTANCES WILL GEOTHINQ BE LIABLE FOR ANY DAMAGE CAUSED BY YOUR USE OF OR ACCESS TO THE GEOTHINQ PROPERTY. IN NO EVENT SHALL GEOTHINQ’S TOTAL LIABILITY TO YOU FOR ALL DAMAGES, LOSSES, AND CAUSES OF ACTION (WHETHER IN CONTRACT, TORT, OR OTHERWISE) ARISING UNDER OR RELATED TO THIS AGREEMENT OR YOUR USE OF THE GEOTHINQ PROPERTY EXCEED THE AMOUNT PAID BY YOU TO GEOTHINQ FOR THE SOFTWARE IN THE PRECEDING TWELVE MONTHS. THIS ALLOCATION IS REFLECTED IN THE ECONOMIC TERMS OF THIS AGREEMENT AND IS AN ESSENTIAL ELEMENT OF THE BASIS OF THE BARGAIN BETWEEN THE PARTIES. EACH OF THE LIMITATIONS OF LIABILITY SET FORTH ABOVE ARE INDEPENDENT OF, AND SHALL SURVIVE THE FAILURE OF, ANY OTHER PROVISION IN THIS AGREEMENT (INCLUDING EXCLUSIVE REMEDIES). 6.4 Errors; Accuracy; Security. Though geothinQ uses reasonable efforts to ensure otherwise, the geothinQ Property may contain errors or other inaccuracies and may not be complete, accurate, or current. geothinQ does not guarantee, represent, or warrant that (i) the geothinQ will be error- free, accurate, or current, or (ii) your use of the geothinQ Property will be uninterrupted, error-free, or free from loss corruption, attack, viruses, interference, hacking, or other security intrusion, and geothinQ disclaims any liability relating thereto. USER AGREES THAT FROM TIME TO TIME GEOTHINQ MAY REMOVE OR DISABLE ACCESS TO THE GEOTHINQ PROPERTY FOR INDEFINITE PERIODS OF TIME, OR CANCEL THE GEOTHINQ PROPERTY, OR ANY PORTION THEREOF, AT ANY TIME, WITHOUT NOTICE TO USER. 6.5 Good Faith Notification of Access Breach. If User’s access to the Website has been compromised, User agrees to notify geothinQ of the breach. 6.6 User’s Reliance on Content Accuracy. User understands and acknowledges that the Content is derived from sources which are not updated on a daily basis. Some of the Content is updated on a quarterly basis and other parts of the Content could be updated on a biennial basis or longer. Consequently, you understand and acknowledge that you should consult the appropriate professionals to confirm or deny the accuracy of the information contained in the Content and should not rely exclusively on the information contained in the Content. You agree and acknowledge that you will rely on professionals to evaluate the subject property through appraisals, title searches, and physical inspections and the Content cannot substitute for this professional advice. - Page 170 -Item #16. ARTICLE 7: TERM 7.1 Term. This Agreement shall remain in effect for a period of one (1) month, one (1) quarter, or one (1) year from the Effective Date in accordance with User’s specific license of the geothinQ Property set forth in Schedule A. 7.2 Termination. If you fail, or if geothinQ has reason to suspect that you have failed, to comply with any of the provisions of this Agreement and/or the EULA, including but not limited to your payment obligations or the usage restrictions on the geothinQ Property, geothinQ may, in its sole discretion, with or without notification to you, terminate this Agreement and disable your access to the Website. User may terminate this Agreement by notifying geothinQ fifteen (15) days prior to the end of the term. ARTICLE 8: INDEMNITY User shall defend, indemnify, and hold harmless geothinQ and its employees and agents, from and against any and all suits, proceedings, claims, losses, and damages (including reasonable attorneys’ fees) related to: (i) any breach by User of this Agreement (ii) any claim by a third party that arises from User’s use or misuse of the geothinQ Property and (iii) any claim by a third party that arises from use or misuse of Your Data. ARTICLE 9: CONFIDENTIALITY 9.1 Definition. “Confidential Information” shall mean any information, written or verbal, owned by geothinQ, its licensors and others related to its confidential or proprietary matters including, without limitation, all information related to inventions, processes, algorithms, software schematics, code and source documents, data, formulas, trade secrets, technical data and know-how, customer lists, pricing, pricing policies, operational methods, accounting and financial information and materials, marketing information, and other business affairs. Confidential Information also includes usernames, passwords, or registration information received from geothinQ. 9.2 Obligation of Confidence. You shall: (a) maintain the Confidential Information in strict confidence and take all reasonable steps to prevent its disclosure to third parties; (b) use at least the same degree of care as you use in maintaining the secrecy of your own Confidential Information (but no less than a reasonable degree of care); and (c) prevent the removal of any proprietary, confidential, or copyright notices placed on the Confidential Information. You may use the Confidential Information only in connection with the geothinQ Property. You shall not, at any time, make any use of the Confidential Information for any other purpose. You shall keep the Confidential Information confidential at all times and shall not disclose the Confidential Information to any person including your employees except to your employees, representatives, advisors, and agents who have a need to know such information in connection with assisting you with the geothinQ Property and who are required to keep such information confidential. You shall not acquire any rights, title, or ownership to the Confidential Information, except the limited rights to use it as described in this Agreement. Your obligations to maintain the confidentiality of the Confidential Information shall continue until the end of the Agreement. 9.3 Termination. Upon termination of this Agreement, you must cease use of Confidential Information and return or destroy it. You shall not use the Confidential Information other than in the course of the activities permitted hereunder. ARTICLE 10: MISCELLANEOUS - Page 171 -Item #16. Nothing herein shall be construed or deemed to create a joint venture, contract of employment, or partnership between the parties. geothinQ reserves the right, at any time and from time to time, to update, revise, supplement, and otherwise modify this Agreement and to impose new or additional rules, policies, terms, or conditions on User’s use of the geothinQ Property. This Agreement, along with the EULA found on the Website, contains the complete expression of the agreement between the parties with respect to the matters addressed herein and there are no promises, representations, or inducements except as herein provided. geothinQ reserves the right, at any time and from time to time, to update, revise, supplement, and otherwise modify this Agreement and to impose new or additional rules, policies, terms, or conditions on User’s use of the geothinQ Property. Such updates, revisions, supplements, modifications, and additional rules, policies, terms, and conditions (collectively, the “Additional Terms”) will be effective immediately and incorporated into this Agreement. User’s continued use of the geothinQ Property following the addition of Additional Terms will be deemed to constitute User’s acceptance of any and all such Additional Terms. All Additional Terms are hereby incorporated into this Agreement by this reference. geothinQ reserves the right, in its sole discretion, and from time to time, to change the format or content of the geothinQ Property or update, modify or enhance the geothinQ Property whether or not such changes, updates, modifications or enhancements would require changes to User’s equipment or computer systems. All terms and provisions of this Agreement shall be binding upon and inure to the benefit of and be enforceable by the respective successors and permitted assigns of the parties hereto. Failure by geothinQ to enforce at any time or for any period of time any provision or right hereunder shall not constitute a waiver of such provision or of the right of such party thereafter to enforce each and every such provision. This Agreement shall be governed by and construed and enforced in accordance with the laws of the state of Georgia. Chatham County, Georgia, shall be the only proper place of venue for all suits arising from or related to this Agreement, and any legal proceedings to enforce the provisions hereof shall be brought in the federal or state courts located in Chatham County, Georgia. - Page 172 -Item #16. Schedule A Licensee: City of Tybee Licensee Address: P.O. Box 2749 Tybee Island, GA 31328 Licensee Contact: Peter Gulbronson Project Description: geothinQ Custom GIS application for City of Tybee Package: Savannah Metro Savannah Metro GIS layers: • Parcels/Ownership o Large Land Ownership Boundaries o Value Per Acre o Commercial and Residential Sales • Zoning • Points of Interest • National Wetlands Inventory • Sea Level Rise and Storm Surge • Topographic Contours • NRCS Soils • FEMA National Flood Hazard Layer • Census • USA Data o Building Footprints o Civic Boundaries o Conservation Easements and Protected Areas o EPA Facilities and Non-Attainment Areas o Economic Opportunity Zones o Education o Municipal Boundaries o Protected Areas o Military Sites • Transportation - Page 173 -Item #16. City of Tybee GIS layers: • Savannah Area Geographic Information System Data - Tybee o Tybee Short Term Vacation Rentals o Facilities o Infrastructure Operations o Land Use Planning o Lifeguard Stands o Community Facilities o Zoning o Utilities ▪ Sewer ▪ Water ▪ Stormwater Number of Licenses: 10 users License Level: Custom Duration of License: 1 year License Fee: $12,000 Billing Cycle: Annual Notes: geothinQ Custom annual term beginning September 1, 2020 Services shall renew automatically unless written notice to cancel is provided prior to monthly renewal date. geothinQ File Share document management capability Data storage for file and document sharing up to 25 Gigabytes (GB) is included. Data transfer for file and document sharing up to 100 GB per month is included. Utility GIS layers are sourced directly from City of Tybee’s existing GIS Inventory which originated from Coastal Regional Commission of Georgia. - Page 174 -Item #16. All other City of Tybee layers will be obtained on behalf of the City of Tybee from Savannah Area Geographic Information System. It is understood that the City of Tybee would like to improve the accuracy and expand the attributes of the water, sewer and storm utility layers. We recommend developing a field collection workflow where City of Tybee users employ esri’s geocollector application and a Trimble R2 unit. In this scenario, City of Tybee users would connect directly to the geothinQ layers and create/edit new utility features. It is also recommended that the City of Tybee consult with Thomas & Hutton for field collection of storm sewer system to jumpstart the effort. We also recommend digitizing pipes between these utility features using geothinQ and georectified City of Tybee as-builts. Georectifying existing as- builts would require a detailed scope and fee. - Page 175 -Item #16. File Attachments for Item: 17. Thomas & Hutton, Professional Civil Engineering Services Contract (Collection of Sanitary Sewer Collection System Data) - Page 176 -Item #17. _______ Owner’s Initials _______ Consultant’s Initials CITY OF TYBEE PROFESSIONAL CIVIL ENGINEERING SERVICES THOMAS & HUTTON CONTRACT TASK ORDER # 20 DATE August 12, 2020 ADDENDUM TO CONTRACT NO: CITY OF TYBEE PROFESSIONAL CIVIL ENGINEERING SERVICES THOMAS & HUTTON CONTRACT PROJECT: CITY OF TYBEE SANITARY SEWER INVENTORY FY20/21 CITY OF TYBEE (Owner) and THOMAS & HUTTON ENGINEERING CO. (Consultant/Engineer) this 12TH day of August 2020, amend their contract dated February 28, 2018, for work, materials or services described below. I. SCOPE OF WORK: City of Tybee has requested a proposal from Thomas & Hutton for the collection of sanitary sewer collection system data to provide a suitable geodatabase for future City use. The City has requested the sanitary sewer inventory include GPS locations of structure frames, measure downs from frame to inverts of structure and intersecting pipes, pipe diameter and pipe material. The City has indicated that budget allocations have been made for geothinQ under separate agreement. The inventory collection effort will be linked to the City of Tybee geothinQ subscription and will enable City staff to review progress of the data collection process. It is our understanding the City has allocated $25,000 for the sanitary sewer structure inventory task in its 2020/2021 fiscal year budget. Based on preliminary data provided by the City, it appears the sanitary sewer system is estimated to have 575 manhole structures, including 9 sanitary sewer lift stations. Based on the fee below, it is estimated that 465 structures of the 575 total structures can be inventoried for the budget allocated, equating to approximately 80 percent of the system. A. Sanitary Sewer System Inventory The Consultant will provide field personnel and equipment to collect existing sanitary sewer system data for creation of the final existing sanitary sewer system structure database. Field personnel will obtain information about existing sanitary sewer system structure components, including the following attributes, as readily accessible and visible at the time of inventory: i. Location data using GIS mapping grade Global Positioning System equipment; ii. Sanitary sewer feature type (e.g. manhole, lift station, etc.); iii. Measurements from frame to bottom of structure, inlet pipes and outlet pipes. Frame elevations will not be obtained in this scope of work; iv. Inlet/outlet pipe diameter, material and direction; and, - Page 177 -Item #17. City of Tybee Sanitary Sewer Structure Inventory August 12, 2020 Page 2 of 3 _______ Owner’s Initials _______ Consultant’s Initials v. Miscellaneous field notes and photographs. The estimated structures to be inventoried is an estimate. The effort may be less or more, depending on the number of structures to be inventoried, as will be determined in the field. For this reason, we are providing a time and expense budget for this task. It would reduce effort of the field crew, thereby increasing number of structures inventoried for the proposed fee, if Tybee staff could accompany our field crew and open manhole covers prior to the field crew obtaining structure data collection. Consultant will notify City staff for assistance in accessing potentially inaccessible sanitary sewer structures. II. FEE SUMMARY – PHASE 1 Phase Fee Structure Budget Sanitary Sewer Structure Inventory Existing Sanitary Sewer Structure Inventory Time & Expense $ 25,000.00 Sub–Total Budget – ±80% Sanitary Sewer Structure Inventory $ 25,000.00 TOTAL PROJECT BUDGET - ± 80% SANITARY SEWER STRUCTURE $ 25,000.00 III. EXCLUSIONS Items not included in the scope of services are as follows: • Existing system modeling and report • Field survey • Water quality assessment or recommendations • Capital improvement plans • Operations & maintenance plans • Staffing level analysis • Design • Permit • Bid Phase/Process • Archaeological survey and report • Wetland delineation, surveys, or permits • Geotechnical investigation or report • Phase One or Phase Two Environmental Assessments • Endangered species survey and report • Interior Courtyard Design • ADA compliance • Off–site work unless specifically covered in the scope of services • Approvals or permits other than those related to the scope of work covered by this contract • Act as an expert witness for legal activities • Telephones, cable television, gas, and power distribution systems - Page 178 -Item #17. City of Tybee Sanitary Sewer Structure Inventory August 12, 2020 Page 3 of 3 _______ Owner’s Initials _______ Consultant’s Initials IV. PERIOD OF SERVICE: Upon receipt of this executed task order from the Owner, Consultant will begin work within seven (7) calendar days, and complete work as described above within fiscal year 2020/2021. Schedule assumes the City issuing a Notice to Proceed no later than September 30, 2020. If acceptable, please indicate your authorization to proceed with this additional work by signing and initialing where designated below and returning a copy to us for our files. This proposal will be open for acceptance until August 30, 2020 unless changed by us in writing. This work order is subject to the terms and conditions of the contract executed for this project dated February 28, 2018 between the City of Tybee and Thomas & Hutton Engineering Co. When approved by both parties this Task Order becomes a legal document and a part of and subject to Terms and Conditions of said Contract. APPROVED: APPROVED: THOMAS & HUTTON ENGINEERING CO. CITY OF TYBEE By: By: Mr. Kevin M. Smith, PE Mr. Shawn Gillen Title: Principal Title: City Manager Date: Date: - Page 179 -Item #17. File Attachments for Item: 18. First Reading, 2020-13, Disorderly Household and Administrative Fine Offenses - Page 180 -Item #18. ORDINANCE NO. 2020-16 A AN ORDINANCE TO AMEND THE CODE OF ORDINANCES SECTION 22-33 ET SEQ REGARDING DISORDERLY HOUSE NUISANCE CODE TO ESTABLISH THAT VIOLATIONS OF ADMINISTRATIVE PENALTIES ENFORCED AS OTHERWISE PROVIDED IN THE CODE SHALL BE APPLICABLE TO VIOLATION NOTICES FOR PURPOSES OF THE DISORDERLY HOUSE NUISANCE ORDINANCE 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 previously adopted a disorderly house ordinance number 04-2019 on May 9, 2019 codified at Section 22-33, et seq.; and WHEREAS, the provisions of the disorderly house ordinance include penalties and abatement of penalty provisions; and WHEREAS, the City has also adopted an ordinance imposing administrative civil penalties for certain offenses, to wit: ordinance 2020-3, codified as Section 43.1, through 43.3; and WHEREAS, it is in the interest of the residents of the City of Tybee Island as well as the interest of those engaged in the business of providing accommodations for visitors and for the visitors that amendments to ordinances are necessary and proper; NOW, THEREFORE, it is hereby ordained by the governing authority of the City of Tybee Island as follows: - Page 181 -Item #18. SECTION I That Code Section 22-34 Disorderly House Nuisance defined shall be amended so that it will hereafter include a Subsection (7) to read as follows: (7) For purposes of this Section and this Article, an administrative citation resulting in the recipient paying a penalty as provided under Ordinance number 2020-03, Section 43.1, et seq. as a civil penalty shall be considered a violation hereunder and specifically any provision of Chapter 10 of the Code, Chapter 22 of the Code and/or Chapter 42 of the Code which results in an administrative citation and a civil penalty being imposed shall be considered a violation hereunder and potentially grounds for a determination that a location is a disorderly house nuisance. Further, a violation of the Noise Ordinance – Section 22 – 110, et seq. as now existing or as hereafter amended whether as a criminal charge resulting in a finding of guilt or a guilty plea or as a Civil Administrative Citation resulting in a finding of a violation. SECTION II That Ordinance 2020-03, Section 43.1(b) shall hereafter include as "other ordinances subject to civil penalties" the following: Offenses contained in Chapters 10, 22 and 42 of the Code of Ordinances as now existing or as hereafter amended, and listed below shall be included as subject to civil penalties: Chapter 10 Dogs running at large (10-2) Animals kept in unsanitary conditions (10-3) Animal buildings less than 25 ft. from any occupied building (10-4) Barking, howling dogs (10-5 – Nuisances) Animal cruelty (10-10) Birds and Wildlife/Nuisance (10-9) Animal neglect (10-13) Animal tethering (10-14) Animal unattended in parked car (10-16) Chapter 22 Nuisances Nuisances Declared (22-29(a)(1)-(12)) - Page 182 -Item #18. Noises (22-112, et seq.) Littering (22-167) Building waste accumulation (22-169) Weeds and other growth (22-172) Failure to remove weeds (22-173) Storage practices (22-192) Chapter 42 Offenses and Miscellaneous Damaging or defacing public property (42-1) Glass in public areas (42-3) Disorderly conduct (42-60) Public nudity (42-107, 12-1 (a)(12)) Sleeping in public areas (42-63) Littering (42-64) Noise from vehicle (42-61) Public fireworks (42-66) This Ordinance shall become effective on ________ day of __________________, 2020. ADOPTED THIS __ DAY OF ___ , 2020. _________________________________ MAYOR ATTEST: CLERK OF COUNCIL FIRST READING: SECOND READING: ENACTED: - Page 183 -Item #18. File Attachments for Item: 19. First Reading, 2020-17, Fines on Operators - Page 184 -Item #19. ORDINANCE NO. 2020-17-A AN ORDINANCE TO AMEND THE CODE OF ORDINANCES CHAPTER 34, ARTICLE VIII, SHORT TERM RENTAL PROPERTIES TO CLARIFY THE PROVISIONS RELATING TO THE IMPOSITION OF THE REGULATORY FEE AND TO IMPOSE AND/OR CLARIFY THE PENALTY FOR THE FAILURE TO IDENTIFY A SHORT TERM VACATION RENTAL LOCATION 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 become a tourist destination and many property owners conduct short term vacation rental operations so that properties frequently have different visitors occupying the residences rather than long term occupants; and WHEREAS, although the use of short term vacation rental properties is "residential," the use in many instances is different from owner occupied residential uses as contemplated in some districts of the island and the turnover of occupants can create disruptive atmospheres for permanent residents; and WHEREAS, in some cases short term rental locations exceed reasonable occupancy limits of the premises and contribute to parking and infrastructure demands, where the volume of occupants may impact quality of life issues and sometimes create a vacation type "party atmosphere" inconsistent with permanent resident expectations; and - Page 185 -Item #19. NOW, THEREFORE, it is hereby ordained by the governing authority of the City of Tybee Island as follows: SECTION 1 The Code Chapter 34, Article VIII, Short Term Rental Properties, is amended so as to add the following section to be designated as 34-267 which shall provide as follows: The operation or attempt to operate a short term vacation rental unit (STVR) unit to provide accommodations covered by this ordinance without first obtaining an occupational tax certificate and identifying the location of each STVR unit within the City is in violation of the ordinance and constitutes a separate misdemeanor offense for each such location. There may be a fine for each such unit where a violation is adjusted. The fine shall be not less than Five Hundred Dollars ($500.00) nor more than One Thousand Dollars ($1,000.00), plus court cost as required by law. Further, the Judge of the Municipal Court shall have discretionary authority to impose restrictions upon the ability of the owner or agent to continue to operate any such short term vacation rental location which is the subject matter of the violation for a period not to exceed 12 months. SECTION 2 The provisions of Tybee Code Chapter 58, Taxation, and Article IV thereof including specifically Section 58-167 shall be amended so that it shall hereafter read as follows: Any person violating any provision of this article shall, upon conviction, be subject to a fine not to exceed $1,000 which may be enforced by the contempt power of the Municipal Court and subject to all other penalties authorized by law. In the case of the failure of a owner or agent for an owner of a short term vacation rental unit(s) failure to identify the location of each unit operated - Page 186 -Item #19. and/or to provide accurate and full information to the City as required by ordinance shall be subject to a fine of $1,000.00 for each unit involved and for each day of unlawful operation. SECTION 3 All ordinances and parts of ordinances in conflict herewith are expressly repealed. SECTION 4 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 5 This ordinance shall be effective upon its adoption by the Mayor and Council pursuant to The Code of the City of Tybee Island, Georgia. ADOPTED THIS DAY OF , 2020. ______________________________ MAYOR ATTEST: CLERK OF COUNCIL FIRST READING: SECOND READING: ENACTED: - Page 187 -Item #19. File Attachments for Item: 20. Discussion, Possible First Reading: 2020-18 Mask/Face Covering Ordinance - Page 188 -Item #20. ORDINANCE AN ORDINANCE BY THE MAYOR AND COUNCIL REQUIRING THE USE OF MASKS OR FACE COVERINGS IN PUBLIC DURING THE COVID-19 OUTBREAK WHEREAS, the World Health Organization declared COVID-19 a worldwide pandemic as of March 11, 2020; WHEREAS, on March 13, 2020, President Donald Trump declared a national emergency in response to the outbreak of COVID-19; WHEREAS, on March 14, 2020, Governor Brian Kemp declared that a public health emergency exists in the State of Georgia due to the spread of COVID-19 within Georgia; WHEREAS, a significant number of Georgia residents are at risk of serious health complications, including death, from COVID-19; WHEREAS, a large number of persons with serious infections can compromise the ability of the healthcare system to deliver necessary care to the public; WHEREAS, individuals diagnosed with COVID-19 have been known to experience long-term health effects following recovery from acute COVID-19 symptoms; WHEREAS, COVID-19 is a respiratory illness, transmitted through person-to-person contact or by contact with surfaces contaminated with the virus and persons infected with COVID- 19 may become symptomatic two to fourteen days after exposure; WHEREAS, asymptomatic (including presymptomatic) infected persons are known to be infectious and, without mitigation many infections occur from individuals without symptoms; WHEREAS, respiratory droplets, including aerosols, from infected persons are a major mode of COVID-19 transmission. This understanding is the basis of the recommendations for physical distancing, and of the personal protective equipment guidance for healthcare workers. Droplets do not only come from coughing or sneezing; droplets are also generated via talking and breathing; WHEREAS, evidence indicates that the use of face coverings reduces the transmissibility per contact by reducing transmission of infected droplets in both laboratory and clinical contexts. Public face covering wearing is most effective at stopping the spread of the virus when compliance is high. This evidence supports the conclusion that the adoption of more widespread face covering requirements can help to control the COVID-19 epidemic by reducing the shedding of droplets into the environment from asymptomatic and symptomatic individuals; WHEREAS, evidence from the South Carolina Department of Health and Environmental Control announced on August 12, 2020, that parts of the State of South Carolina under public mask- wearing mandates registered a 46.3% drop in coronavirus cases in the four weeks after they were introduced as compared to areas of the state which did not impose such mandates; - Page 189 -Item #20. WHEREAS, evidence from data from the State of Alabama shows a 11% drop in COVID-19 cases in the four weeks since that state’s mask mandate went into effect; WHEREAS, according to a Vanderbilt University study, hospitals in the State of Tennessee where at least 75% of patients came from mask-mandate counties reported hospitalizations rising by only 30% since July 1, 2020, as compared to a rise of 200% in the same time period when 75% or more of patients came from counties without mask mandates in the State of Tennessee; WHEREAS, the Governor also has repeatedly and strenuously urged Georgians to adopt a practice that is simple but highly effective at preventing the spread of COVID-19: wearing a face covering or mask when in public; WHEREAS, specifically, Governor Kemp, through Executive Order 05.12.20.02 and subsequent Executive Orders, has recommended that individuals wear facial coverings over the nose and mouth to mitigate the spread of COVID-19 when they are in public places where they cannot practice social distancing (i.e., staying at least six feet away from other individuals who do not share the same household); WHEREAS, in early July, Governor Kemp embarked on a statewide “Wear a Mask Tour” flying to numerous Georgia cities to publicly emphasize the need for Georgians to wear masks; WHEREAS, on July 6, 2020, Governor Kemp introduced the “Georgia Safety Promise,” a safety campaign to remind Georgia businesses and the public of following COVID-19 safety guidelines, including wearing face coverings; WHEREAS, guidelines published by the U.S. Centers for Disease Control (CDC) recommend that all people wear cloth face coverings in public settings where other physical distancing measures may be difficult to maintain. The CDC also advises the use of simple cloth face coverings to slow the spread of the virus and help people who may have the virus and do not know it from transmitting it to others; WHEREAS, the White House Coronavirus Task Force has repeatedly called for the wearing of masks to be mandatory in the State of Georgia; WHEREAS, decreased transmissibility due to face covering use could substantially reduce the number of illnesses, hospitalization, and deaths and reduce the negative economic impact of the COVID-19 pandemic and the cost of the intervention of mandating the wearing of masks is extremely low; WHEREAS, O.C.G.A. § 38-3-28(a) grants political subdivisions the power to supplement the Governor’s Executive Orders so long as such actions are consistent with the Governor’s Orders; WHEREAS, this Ordinance is intended to be entered with due regard to the widely accepted, scientifically proven uniform principle that masks or facial coverings will slow the spread of COVID-19; WHEREAS, pursuant to O.C.G.A. § 38-3-51, the Governor’s declared public health emergency authorizes the City Commission to use emergency powers in O.C.G.A. §§ 38-3-1 through 38-3-64; - Page 190 -Item #20. WHEREAS, pursuant to O.C.G.A. § 38-3-6, during an emergency, O.C.G.A. §§ 38-3-1 through 38-3-64 are supposed to be liberally construed to effectuate their purposes; WHEREAS, on August 15, 2020, Governor Kemp issued Executive Order 08.15.20.01 which specifically offers guidelines for local government mask mandates; WHEREAS, the United States Supreme Court has previously held that “[u]pon the principle of self-defense, of paramount necessity, a community has the right to protect itself against an epidemic of disease which threatens the safety of its members;” WHEREAS, the following actions related to requiring facial coverings in public are necessary and appropriate to balance the public’s interest in not being unduly burdened with the compelling public interest of providing for the health, safety and welfare of the residents of the City; WHEREAS, the goal of this Ordinance is to increase the usage of facial coverings and masks and not revenue generation; and NOW, THEREFORE, BE IT ORDAINED that for the protection of members of the public, facial coverings or masks shall be required within the City to slow the spread of COVID-19 as follows: SECTION 1. (a) The provisions of this Ordinance shall only be enforced in the portions of the city that are located in a county in which the prevalence of confirmed cases of COVID-19 over the previous fourteen (14) days is equal to or greater than one hundred (100) cases per one hundred thousand (100,000) people according to the Georgia Department of Public Health. (b) For purposes of this Ordinance, the following terms are hereby defined as follows: (1) Entity means any private business, establishment, corporation, non-profit corporation, or organization, including the curtilage thereof. (2) Facial covering or mask means a device to cover the nose and mouth of a person and impedes the spread of saliva, respiratory droplets, or other fluids during speaking, coughing, sneezing or other intentional or involuntary action. Medical grade masks are not required; coverings may be fashioned as advised by the CDC and from other suitable fabrics. The mask must cover the mouth and nose of the wearer. (3) Polling place means the room provided in each precinct for voting at a primary or election. (4) Public place means any place other than a personal vehicle, residential property, or an entity including the curtilage thereof. (c) Except as otherwise provided in this Ordinance all persons in an entity or a public place shall wear a facial covering or mask over the mouth and nose at all times where other physical distancing measure may be difficult to maintain from non-cohabitating persons. - Page 191 -Item #20. (d) Facial coverings or masks are not required in the following circumstances: (1) In personal vehicles or upon residential property; (2) When a person is alone in enclosed spaces or only with other household members; (3) When the individual has a bona fide religious objection to wearing a facial covering or mask; (4) While drinking or eating; (5) When a licensed healthcare provider has determined that wearing a facial covering or mask causes or aggravates a health condition for the individual or when such person has a bona fide medical reason for not wearing a facial covering or mask; (6) When wearing a facial covering or mask would prevent the receipt of personal services or performing work in the course of employment; (7) When complying with the directions of a law enforcement officer or for the purposes of verifying a person’s identity, such as when purchasing alcohol, tobacco, or prescription drugs or when engaging in a financial transaction; (8) Children under the age of ten (10) years; (9) When the individual is having difficulty donning or removing a face mask or face covering without assistance; (10) At any polling place and no individual shall be denied ingress or egress to or from a polling place for failure to wear a facial covering or mask; and (11) When outdoors and maintaining social distancing from anyone other than individuals with whom they cohabitate. (e) (1) Every entity subject to this Ordinance which does not consent to enforcement of this Ordinance upon its property shall post a clearly legible sign in one inch Arial font at all public entrances of such entity stating the following: “This location does not consent to enforcement of any local face covering requirement upon this property.” (2) If an entity does not post the signage described in subparagraph (1) of this paragraph it shall be conclusively presumed to have consented to enforcement of this Ordinance on its property and failures by individuals to wear facial coverings or masks as required by this ordinance shall be determined to be violations and enforced as contemplated in paragraph (f). (f) Violations of this Section 1 may be enforced by a notice of ordinance violation issued by any police officer, code enforcement officer, or other authorized law enforcement official, as provided below: - Page 192 -Item #20. (1) A person who fails to comply with paragraph (c) of Section 1 of this Ordinance shall be first given a warning and an opportunity to put on a facial covering or mask, leave the entity, or comply with one of the exceptions in paragraph (d) of Section 1. (2) If the person violating this Ordinance refuses or fails to comply with this Ordinance after being given a warning pursuant to subparagraph (1) of this paragraph then such person may be subject to a civil penalty of not more than $25.00 on the first offense and not more than $50.00 on the second and any subsequent offenses. (3) A notice of violation may be served by delivery into the hands of the suspected violator or by other reasonable process for serving notice of ordinance violations used by the City. (4) Violations of this ordinance shall not be enforced against any entity and shall not be taken against any owner, director, officer, or agent of an entity for the failure of their customers to comply with this ordinance. (5) Notwithstanding the foregoing, every effort shall be made to bring an individual into voluntary compliance with the terms of this Ordinance prior to issuance of any notice of violation, including providing complimentary masks, explaining the importance of wearing facial coverings during this pandemic, and issuing verbal and written warnings. (g) In all locations where facial coverings or masks are not required to be worn pursuant to this Ordinance, they are strongly encouraged to be worn. SECTION 2. This Ordinance shall be effective immediately and shall remain in effect until revised or repealed by further action of the Mayor and Council. SECTION 3. Should any provision, paragraph, sentence, or word of this Ordinance be rendered or declared invalid by any final court of competent jurisdiction, the remaining provisions, paragraphs, sentences, or words of this Ordinance shall remain in full force and effect. SECTION 4. Should any ordinance or part thereof be found to conflict with this ordinance or the provisions thereof, then those sections contained herein shall be deemed controlling. SECTION 5. 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 - Page 193 -Item #20. Island, Georgia, and the sections of this ordinance may be renumbered to accomplish such intention, however, this ordinance, being temporary and emergency in nature and directed to a specific virus, need not be codified permanently but is of full force and effect until no longer in force. SECTION 6. This ordinance shall be effective upon its adoption by the Mayor and Council pursuant to The Code of the City of Tybee Island, Georgia. SO ORDAINED, this ________ day of _______________________, 2020. MAYOR AND COUNCIL CITY OF TYBEE ISLAND, GEORGIA Mayor ATTEST: City Clerk Approved as to Form: City Attorney - Page 194 -Item #20. File Attachments for Item: 21. First Reading, 2020-19, Mask/Face Covering in City Buildings Operated by the City - Page 195 -Item #21. ORDINANCE AN ORDINANCE BY THE MAYOR AND COUNCIL REQUIRING THE USE OF MASKS OR FACE COVERINGS IN PROPERTY OWNED AND OCCUPIED BY THE CITY FOR MUNICIPAL AND RECREATIONAL, PURPOSES DURING THE COVID-19 OUTBREAK WHEREAS, the novel coronavirus, an infectious virus known to cause the respiratory disease “COVID-19” can spread from person to person, and can result in no symptoms, minor symptoms, or serious illness causing permanent organ damage and death; WHEREAS, individuals age 65 or over or living with certain medical conditions identified by the CDC (members of Vulnerable Populations) and members of other populations identified by the CDC (“Other Populations at Risk”) are at risk of severe and lasting harm to health or death from COVID-19; WHEREAS, COVID-19 also has been reported to cause severe and permanent damage to some children; WHEREAS, on March 14, 2020, Governor Brian Kemp declared a Public Health State of Emergency in Georgia, and renewed this declaration multiple times to present date; WHEREAS, the Centers for Disease Control and Prevention (“CDC”) has noted that COVID-19 spreads very easily and sustainably when an infected person (who may have no symptoms at all, or minor symptoms) talks, sneezes, or coughs in close proximity with others (within six feet); WHEREAS, the Governor’s Executive Orders require Vulnerable Populations to continue to shelter in place, with exceptions that include participating in essential services and working; WHEREAS, many City employees and many members of the public who visit City Hall and other City buildings may be members of Vulnerable Populations; WHEREAS, some City employees and many members of the public who visit City Hall and other City properties are members of the following “Other Populations at Risk” identified by the CDC: pregnant women, individuals experiencing homelessness, people with disabilities, and racial and ethnic minorities; WHEREAS, the Mayor and Council desire to protect individuals in said Vulnerable Populations and Other Populations at Risk, in a reasonable manner and as recommended by the CDC and by the Georgia Department of Public Health, while such individuals are working in, conducting business in, or visiting City Hall and other City buildings; - Page 196 -Item #21. WHEREAS, the CDC, Dr. Kathleen Toomey (Georgia’s Commissioner of Public Health), and Governor Kemp recommend that individuals wear face coverings over the nose and mouth to mitigate the spread of COVID-19 when they are in public places where they cannot practice social distancing (i.e., stay at least six feet away from other individuals who do not share the same household); and WHEREAS, the CDC states that wearing a face covering over the nose and mouth is a recommended precaution designed to prevent symptomatic and asymptomatic individuals who have contracted COVID-19 from spreading it to other individuals; and WHEREAS, to be an effective precaution, it is necessary to require all City employees and members of the public to wear a face covering over the nose and mouth while in public areas in City buildings and while meeting in City buildings; and WHEREAS Dr. Toomey and Governor Kemp have modeled the behavior of wearing face coverings as examples for Georgians to follow; and WHEREAS, having City Hall and other City offices open and accessible to the public as necessary to conduct in-person business that cannot be conducted by other means is important for the economic vitality of the City; WHEREAS, certain activities, such as discussing and reviewing construction and other permits, benefit from or require face-to-face interactions between City employees and other individuals; WHEREAS, if a City employee is exposed to the novel coronavirus, by an individual visiting a City building or otherwise, in accordance with CDC guidance such employee will need to quarantine at home for at least 14 days; WHEREAS, if a City employee is diagnosed with COVID-19 or develops COVID-19 symptoms, such employee will be required to isolate at home in accordance with CDC guidance; WHEREAS, O.C.G.A. §36-35-3 allows city governments to establish rules for use of and access to its own property for which no provision has been made by general law and which are not inconsistent with the Constitution or any charter provision applicable thereto; WHEREAS, the City is authorized to establish policies for how the public can access City buildings during the Public Health State of Emergency and thereafter, including closing City buildings, or opening City buildings to the public but placing restrictions on public access; and WHEREAS, the City has made and continues to make efforts to reduce the need for members of the public to physically visit City Hall and other City buildings to interact with City employees, pay bills, and conduct other business with the City; - Page 197 -Item #21. WHEREAS, the City intends to assist its employees and the public with mitigating the spread of COVID-19 in City buildings by providing hand sanitizer, designating an entrance door and an exit door, disinfecting common surfaces regularly, prohibiting handshaking, and encouraging social distancing of non-cohabitating persons, as well as other mitigating measures; WHEREAS, despite these precautions, the City recognizes that it is not always possible to ensure social distancing within the City buildings; and WHEREAS, the following actions are necessary and appropriate to balance the public’s interest in having access to City buildings for the conduct of business and other purposes with the compelling public interest of providing for the health, safety and welfare of the City’s employees and individuals who visit City Hall and other City buildings and preventing an outbreak of COVID-19 in the City and the surrounding community. NOW THEREFORE it is hereby ordained, by the governing authority of the City of Tybee Island that for the protection of members of the public and other City employees, including members of Vulnerable Populations and members of Other Populations at Risk, City employees are required to wear face coverings over the nose and mouth, which face coverings are cloth face coverings as defined by the CDC or are face coverings designed to protect others from infection by the wearer, when in public areas of City buildings and when participating in physical meetings with other individuals within non-public areas of City buildings. BE IT FURTHER ORDAINED, that for the protection of members of the public and City employees, including members of Vulnerable Populations and members of Other Populations at Risk, members of the public are required to wear face coverings over the nose and mouth, which face coverings are cloth face coverings as defined by the CDC or are face coverings designed to protect others from infection by the wearer, when entering and while inside City buildings except as expressly stated in a separate policy, order or law, if any, that applies to certain uses of portions of City buildings, such as courtrooms and polling locations. BE IT FURTHER ORDAINED, that the City will communicate ways to perform city business that do not require entry into a City building. BE IT FURTHER ORDAINED, for City business that must be done in person, the City will take reasonable steps to provide such in-person service to members of the public who affirm they cannot wear a face covering because they are physically unable to remove such a face covering, have trouble breathing, or must be accompanied by children under age two. BE IT FURTHER ORDAINED, that the City will communicate the types of acceptable face coverings required for entry into City buildings and instructions by the CDC about how to make such face coverings easily and inexpensively. - Page 198 -Item #21. BE IT FURTHER ORDAINED, that the City will display information from the CDC explaining or illustrating the proper way to wear and remove face coverings. BE IT FURTHER ORDAINED, that the City will attempt to provide face coverings to individuals visiting City buildings who do not otherwise have a face covering that meets these requirements. BE IT FURTHER ORDAINED, that this ordinance is effective and fully enforceable, however, since it is temporary and emergency in nature and directed to a specific virus, it need not be codified permanently but is of full force and effect until no longer in force. SO ORDAINED, this ________ day of _______________________, 2020. MAYOR AND COUNCIL CITY OF TYBEE ISLAND, GEORGIA Mayor ATTEST: City Clerk - Page 199 -Item #21. File Attachments for Item: 24. Shawn Gillen Action Items: - Consider moving the sand bar fine to Administrative Fine Category - Vote to approve hiring additional Code Enforcement Officers to include all costs - Early Retirement Resolution - GMA - Results of RFP for software for STVR's - Staff Report on feasibility of tiered registration rates for STVR's - Page 200 -Item #24. Curent Officers Year 1 Curent Officers Year 2 Curent Officers Year 3 3 New Officer Salaries & Wages 126,791 126,791 126,791 94,377 Part Time/Seasonal Wages 39,195 39,195 39,195 0 Overtime 5,000 5,000 5,000 5,000 Employee Benefits 0 0 0 0 Health Insurance Benefits 37,406 37,406 37,406 28,054 FICA Social Sec Contribution 10,824 10,824 10,824 6,329 FICA Medicare Contribution 2,531 2,531 2,531 1,480 Retirement Contributions 11,208 11,208 11,208 8,343 Workers Compensation 4,574 4,574 4,574 2,674 Wellness Incentive 3,600 3,600 3,600 2,700 PERSONNEL 241,130 241,130 241,130 148,958 Repair/Maintenance-Equip Estimated for Car & ATV's 8,200 8,200 8,200 0 Postage/Freight Certified Letters Etc 21,000 21,000 21,000 0 Contract Services iPad Conection 4,400 4,400 4,400 0 Dues, Fees, Tags & Titles Dues for Certifications 600 600 600 300 Travel & Related Expenses Certification Expenses 1,200 1,200 1,200 0 Education & Training Certifications per Officer 4,600 4,600 4,600 1,425 SERVICES 40,000 40,000 40,000 1,725 Supplies & Materials Notebooks, Pens, Files, Etc 5,800.00 5,800.00 5,800.00 0 Animal Control Supplies Necessary Equipment 1,500.00 1,500.00 1,500.00 0 Animal Control Costs State fees 500 500 500 0 Gasoline & Diesel Fuel Estimate 20,000.00 20,000.00 20,000.00 0 Small Equipment - Radios, etc AXON & Radiios 36,900.00 8,300.00 8,300.00 0 Small Equipment - Other Cameras, iPads - Etc 4,000.00 4,000.00 4,000.00 0 Uniforms & Accessories 15,000.00 15,000.00 15,000.00 0 SUPPLIES 83,700 / 46,800 55,100 55,100 0 Mules 30,000.00 0.00 34,800.00 0 Vehicles 1,364 monthly added to current contract 1,364 monthly added to current contract 1,364 monthly added to current contract 0 or 16,365 annualy added onto contract or 16,365 annualy added onto contract or 16,365 annualy added onto contract CAPITAL OUTLAY 46,365 / 16,365 16,365 51,165 0 TOTAL 411,195 / 103,165 352,595 387,395 150,683 Already in the Budget/PAID Vehicles for Code Enforcement 561,878 / 253,848 503,278 538,078 2 - Ford Sescapes Total Needed / Still Needs to be Paid 1 - Nissan Frontier (Truck) - Page 201 -Item #24. Current Code Enforcement Schedule 2020 Week 35, 2020: August 23, 2020 - August 29, 2020 Sunday, August 23, 2020 Monday, August 24, 2020 Tuesday, August 25, 2020 Wednesday, August 26, 2020 Kareem McCarthy Ason McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Thursday, August 27, 2020 Friday, August 28, 2020 Saturday, August 29, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Kareem McCarthy Ason LaRue 10-6 Week 36, 2020: August 30, 2020 - September 05, 2020 Sunday, August 30, 2020 Monday, August 31, 2020 Tuesday, September 01, 2020 Wednesday, September 02, 2020 Kareem McCarthy Ason LaRue 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Thursday, September 03, 2020 Friday, September 04, 2020 Saturday, September 05, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Kareem McCarthy Ason McLain 10-6 - Page 202 -Item #24. Proposed Code Enforcement Schedule With 24 Hour Coverage Week 18, 2020: April 26, 2020 - May 02, 2020 Sunday, April 26, 2020 Monday, April 27, 2020 Tuesday, April 28, 2020 Wednesday, April 29, 2020 McCarthy Ason McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Thursday, April 30, 2020 Friday, May 01, 2020 Saturday, May 02, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a McCarthy Ason LaRue 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Week 19, 2020: May 03, 2020 - May 09, 2020 Sunday, May 03, 2020 Monday, May 04, 2020 Tuesday, May 05, 2020 Wednesday, May 06, 2020 McCarthy Ason LaRue 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Thursday, May 07, 2020 Friday, May 08, 2020 Saturday, May 09, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a Hattrich 8-4 Hefflefinger 8-4 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a McCarthy Ason McLain 10-6 Shift Officer 6a-6p Shift Officer 6p-6a - Page 203 -Item #24. Proposed Summer Schedule With No Staffing Changes Week 18, 2020: April 26, 2020 - May 02, 2020 Sunday, April 26, 2020 Monday, April 27, 2020 Tuesday, April 28, 2020 Wednesday, April 29, 2020 Kareem McCarthy Ason McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Thursday, April 30, 2020 Friday, May 01, 2020 Saturday, May 02, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Kareem McCarthy Ason LaRue 10-6 Week 19, 2020: May 03, 2020 - May 09, 2020 Sunday, May 03, 2020 Monday, May 04, 2020 Tuesday, May 05, 2020 Wednesday, May 06, 2020 Kareem McCarthy Ason LaRue 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 LaRue 10-6 McLain 10-6 Thursday, May 07, 2020 Friday, May 08, 2020 Saturday, May 09, 2020 Notes Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 LaRue 10-6 McLain 10-6 Hattrich 8-4 Hefflefinger 8-4 Kareem 10-6 McCarthy 10-6 Ason 10-6 LaRue 10-6 McLain 10-6 Kareem McCarthy Ason McLain 10-6 - Page 204 -Item #24. - Page 205 -Item #24. File Attachments for Item: 25. Staff recommendation to award the STVR Management contract to Granicus. RFP and Response attached - Page 206 -Item #25. - Page 207 -Item #25. - Page 208 -Item #25. - Page 209 -Item #25. - Page 210 -Item #25. - Page 211 -Item #25. - Page 212 -Item #25. Request for Proposal Specification No. 2020-753 STVR Program Management Services Response prepared for City of Tybee Island, GA Response Submitted by Granicus Proposal Contact: Jean Chavannes, Account Executive Jean.chavannes@granicus.com Submitted on August 18. 2020 2pm EST - Page 213 -Item #25. hostcompliance.com | info@granicus.com page 2 Dear Melissa 8/13/2020 Submitted via FedEx Thank you in advance for allowing us the opportunity to present this proposal. Based on the background information provided in the RFP materials and our extensive experience delivering these services and software to hundreds of cities and counties across North America (including many of your surrounding communities such as Carterville-Bartow County, City of Sandy Springs, Forsyth County, etc.) we believe we are uniquely qualified to perform the work described and well-positioned to help the City of Tybee Island achieve its short-term rental (“STR”) compliance goals. We are confident that Granicus’ govService Host Compliance will be the best fit for Tybee Island’s needs. Our Address Identification solution forms the basis of the Host Compliance platform. It scans over 60 STR platforms for listings, deduplicates them, and leverages machine learning and a team of over 200 analysts to identify the addresses of listings. Our Mobile Permitting and Tax Collection module offers an easy way for non- compliant short-term rental hosts to become compliant. All hosts in the City of Tybee Island can use this platform to remit their Transient Occupancy Tax. Our Compliance Monitoring functionality enables monitoring for zoning and permitting compliance, but also captures sufficient information for more advanced compliance monitoring by any number of parameters (e.g., minimum number of nights available for rent, number of bedrooms and bathrooms, etc.). It also streamlines the mailing and recording of outreach letters to non-compliant STRs. Our Rental Activity Monitoring module leverages industry-leading algorithms and artificial intelligence to help with identifying and reaching out to hosts who fail to report or underreport taxes. Finally, our 24/7 Hotline provides extended support for STR complaint management while enabling the collection of evidence. In this response, we will detail why Tybee Island should choose the Host Compliance platform. The Granicus customer success team will continue to provide support before, during, and after the implementation of the proposed system earning customer satisfaction scores of 4.8 out of 5, with 98% of our customers reporting they would recommend us to a friend or colleague and lauding our quick and efficient implementations (taking weeks, not months). Thank you in advance for your time and attention. If you have any questions regarding our services, please feel free to contact me at (415) 278-7590 or jean.chavannes@granicus.com. Sincerely, Jean Chavannes Jean Chavannes Account Executive, Granicus - Page 214 -Item #25. hostcompliance.com | info@granicus.com page 3 Contents Executive Summary ........................................................................................................................... 4 Your Host Compliance Team ....................................................................................................... 7 Experience and References .......................................................................................................... 11 References ..................................................................................................................................... 12 Overview of Proposed Solution ..................................................................................................... 13 Address Identification .................................................................................................................. 13 Compliance Monitoring .............................................................................................................. 21 Mobile Registration and Tax Collection ................................................................................... 22 Rental Activity Monitoring........................................................................................................... 25 24/7 Hotline .................................................................................................................................... 26 Specifications and Requirements ................................................................................................. 32 Identification of Noncompliant Short-Term Rental Properties ............................................. 32 Rental Activity and Compliance Monitoring, Notification, and Reporting ..................... 33 Monitor for delinquent taxes. Assist with collections. ............................................................ 35 Maintain 24 hour STVR compliance hotline. ........................................................................... 36 Provide on-line registration and tax payment system. ......................................................... 38 Support and Maintenance ............................................................................................................ 40 Security Overview ......................................................................................................................... 40 Pricing ................................................................................................................................................. 43 - Page 215 -Item #25. hostcompliance.com | info@granicus.com page 4 Executive Summary By serving more than 350 local governments with short-term rental (“STR”) program management services and software today, Granicus has developed a deep understanding of what works and what doesn't when it comes to enforcing STR regulation. The Host Compliance software has quickly made us widely regarded as the thought leader in the STR compliance monitoring and enforcement industry. Today, we serve over 90% of the local governments in North America seeking outsourced STR compliance monitoring solutions. Today, we deliver precisely the support requested by Tybee Island, GA to many of our 350 local government customers, including the cities of Sanibel Island, FL, Charleston, SC, and Beaufort, SC. We have a workforce in offices all over North America, with strong firsthand municipal experience, deep expertise in geospatial data science and information management, and industry-leading experts in the STR space. We are known for sharing best practices gleaned from working with over 350 North American local governments, providing extensive support and closely coordinating our activities with our clients, whether large or small, resulting in a 98% renewal rate on the Host Compliance product line. Furthermore, our customers rate us a 4.8 out of 5 in customer satisfaction, with 98% reporting that they would recommend us to a friend or colleague. Host Compliance is now part of Granicus’ extensive software product line that covers everything a local and state government may need. Granicus is a leading government software company with over 4,500 federal, state, and local government customers - which will bring the Host Compliance software and services the scale and capital to stay ahead of the rapidly evolving sharing economy. This deep expertise, customer focus, and data-driven approach to innovation would enable us to help you quickly augment your existing processes with an integrated, cost-effective short-term rental compliance monitoring and enforcement solution that has been proven through widespread use in the local government space. As a provider of scalable, yet customizable software-as-a-service offerings, the way we plan to meet the requirements outlined in the RFP is through a deployment of our integrated cloud-based SaaS solution. Our solution is a set of integrated and automated data sources and tools to improve the capabilities, efficiency, and effectiveness of the city employees. Having Granicus tools and data sources will allow staff to reallocate thousands of hours of lower value‐added “desk detective” and administrative work to activities that deliver much higher value to Tybee Island residents. It has been our experience that this SaaS-centric service delivery approach is very effective, quick to implement, and leads to the best outcomes, constituent service levels, and the optimal division of labor between Granicus and its clients. We believe it will enable the City to meet its objectives of: 1. Identification of Noncompliant Short-Term Rental Properties 2. Rental Activity and Compliance Monitoring, Notification, and Reporting 3. Monitor for delinquent taxes. Assist with collections. 4. Maintain 24-hour STVR compliance hotline. - Page 216 -Item #25. hostcompliance.com | info@granicus.com page 5 5. Provide on-line registration and tax payment system. Our analysis of Tybee Island’s local market shows that the City’s STR market is incredibly dynamic. To be specific, when we analyzed the STR market from one year ago, we found 2569 active listings. One year later, we find 2259 active STR listings. This means that in 1 year, STR listings in Tybee Island decreased by 12%! We have been seeing a decrease in the number of listings lately due to covid. However, as more and more communities open up, we are expecting the number of short-term rentals to start increasing again. Moreover, this decrease doesn’t tell the whole story and hides the fact that during the same 1-year time-period, 903 listings were deactivated, 23 listings were reposted, while 570 listings were created, for a 26% annual turnover rate. What this means is that only 74% of the listings currently active were found online at this time last year, and that the City would have had to identify 3162 listings over the course of the year. We believe this is important as it highlights the dynamic nature of STRs, and we believe very few firms have the scale, technology, and experience to provide Tybee Island with the quality of service it should receive. In order to meet the requirements listed in the RFP for monitoring and compliance for the 2259 listings in Tybee Island, we propose bundling our Address Identification solution, which forms the basis for the Host Compliance platform, with our Compliance Monitoring, Rental Activity Monitoring, Mobile Permitting and Registration and 24/7 hotline. The package would meet all the specifications in the RFP including the location and registration of non-compliant STRs. • Address Identification scans over 60 STR platforms for listings, deduplicates them, and leverages machine learning and a team of over 200 analysts to identify the addresses of listings. Our platform takes high-resolution screen shots of all active listings no less than every 3 days and provides full address and contact information for identifiable STR listings and all available listing information for non-identifiable STR listings, as well as other information, collecting over 150 data points. • Our Compliance Monitoring, which is focusing on zoning and permit compliance builds upon the functionality of the Address Identification module to assess registration compliance. It also captures sufficient information for more advanced compliance monitoring by any number of parameters (e.g., minimum number of nights available for rent, number of bedrooms and bathrooms, etc.). • Our Mobile Permitting and Registration software offers a user-friendly and easy-to-administer solution for the registration of any non-compliant STRs, as - Page 217 -Item #25. hostcompliance.com | info@granicus.com page 6 well as offering the ability to bundle STR tax collection in the workflow (particularly beneficial in encouraging the collection of any back taxes that may be owed for registrants). • For local governments looking for ways to improve their ability to resolve STR- related neighbor concerns in real time, our 24/7 Hotline (a staffed telephone and online hotline) is a cost- effective solution that enables Tybee Island to quickly set up and operate a cost-effective code enforcement hotline and online complaint reporting system at a fraction of the cost of doing so using traditional means. Our solution provides an online platform, phone line, and email address to report and resolve non-emergency complaints in real time, provide 24/7 customer support, resolve and/or refer complaints to proper authorities, and can provide weekly compliance reports with a summary of complaints received by STR and the resolution status of complaints received by STR. • For Rental Activity Monitoring (focused on tax under- and non-payment) that goes beyond simply recording days blocked on a calendar and the number of reviews for a listing, as they do not account for calendars being blocked for a variety of reasons or how the number of reviews may dramatically underestimate activity. Host Compliance leverages advanced rental frequency and activity estimation algorithms (that were developed by deploying advanced statistical models and deep-learning AI) across our vast historical dataset and have been rigorously back-tested, against which the City can compare short-term rental self-reported occupancy. Finally, a highly-capable Customer Success team that is dedicated to ensuring the City’s effective use of the Host Compliance platform is included as part of our solution. We have worked with some of North America’s most sophisticated cities such as Denver, Austin, Boston, Nashville, Las Vegas, and Los Angeles on their STR problems and bring that experience and expertise to all of our customers, large or small. As a result, the Host Compliance platform has earned customer satisfaction scores of 4.8 out of 5, with 98% of our customers reporting they would recommend us to a friend or colleague. - Page 218 -Item #25. hostcompliance.com | info@granicus.com page 7 YOUR HOST COMPLIANCE TEAM While Granicus’ proposed solution is primarily delivered in the form of a SaaS offering, the ongoing project management, relationship management, and servicing work will be led by some of North America’s leading experts on STR regulation, compliance monitoring and enforcement. Ulrik Binzer – Overall Project Management and Leadership Ulrik is a pioneer in the STR enforcement solution space, Ulrik developed the first STR compliance monitoring tools in early 2015 and now uses his expertise and insights to help local governments across North America implement, monitor, and enforce STR regulation. Ulrik frequently speaks on the topic of STRs and has been featured at several conferences including the American Planning Association’s National Planning Conference, The University of Minnesota’s Symposium on the Sharing Economy and at numerous events organized by the American Planning Association and the California Association of Code Enforcement Officers. Prior to founding Host Compliance, Ulrik served as Chief Operating Officer of Work4 Labs – an 80-person Venture Capital backed technology company with offices in Silicon Valley and Europe, and Soligent Distribution LLC - the largest distributor of solar equipment to local governments and businesses in the Americas. Before assuming executive management roles in technology companies, Ulrik served as Vice President of the private equity firm Golden Gate Capital, as a strategy consultant at McKinsey & Company and as an Officer in the Danish Army where he commanded a 42-person Platoon and graduated first in his class from the Danish Army’s Lieutenant School. Ulrik received his M.B.A. from Harvard Business School where he was as a Baker Scholar (top 5% of his class) and earned his Bachelor of Science degree in International Business from Copenhagen Business School and New York University. - Page 219 -Item #25. hostcompliance.com | info@granicus.com page 8 David Marcus – Data Science David is Granicus’ Chief Data Scientist and the technical cofounder of Host Compliance. He is a Caltech Applied and Computational Math graduate specialized in geospatial data science and information management. He has more than 13 years of experience building well-architected, scalable GIS applications. Prior to Host Compliance, David founded PointsOnAMap.com, a database of travel attractions from around the world based on the analysis of hundreds of millions of photos, and Routefriend.com, a web-based application for planning trips on buses and trains, serving 1.5 million monthly users. David's most recent experience was at DwellAware where he served as the Lead Data Scientist, developing models of risks and costs in the residential real estate sector. Prior to DwellAware, David served in various technical roles at several software companies including aboutLife, Urban Mapping, American Towns, Nielsen Analytic Consulting, and Hewitt Associates. David earned his Bachelor of Science degree in Applied & Computational Mathematics at the California Institute of Technology and his Master of Science in Anthropology from the University of Kent. Jeffrey B. Goodman – Policy Analysis and Development Jeffrey is an urban planner and considered one of the nation’s leading authorities on short-term rentals and how they impact communities. He has worked with Host Compliance since early 2016. Jeff has previously contracted with the Cities of Vancouver, BC; Pasadena, CA; West Hollywood, CA; New Orleans, Los Angeles, CA and Airbnb, and advised researchers on STRs in a range of other cities, including: San Francisco, Portland, and New York. Jeff has spoken about STRs across North America, including at the APA’s National Planning Conference, and he is the author of a featured article in Planning Magazine on the topic of STR regulation1. He graduated from Yale College and earned his Masters of Urban Planning from Harvard University. 1 https://hostcompliance.com/resources-gallery/2016/4/22/could-you-bnb-my-neighbor-a-planners-take-on-the-sharing-economy - Page 220 -Item #25. hostcompliance.com | info@granicus.com page 9 Lucas Culbertson – Engineering Lucas leads the Granicus Host Compliance engineering team and ensures that Granicus always delivers a modern, high-quality Host Compliance software product. After starting his career in a traditional desktop GIS world, Lucas' skills have rapidly evolved to meet the ever-changing demand for geospatial experts with a focus on software engineering principles. His 9+ years of hands-on experience lies in both the agile, nimble, tech start-up world and the realm of DoD contract work where security and integration are paramount. Prior to Host Compliance, Lucas served in various technical leadership roles at Sirius XM, Automatic, and Urban Mapping. Lucas started his career as a GIS specialist for Bowhead Science and Technology, working with federal customers, and a GIS analyst for Spatial Data Research, specializing in municipal and country data. Lucas earned his Bachelor of Science in Geographical Information & Analysis from the University of Kansas. Stacy Pobatschnig – Customer Success and Software Implementations Stacy Pobatschnig is the Director of Customer Success and Implementations for Host Compliance. Stacy currently manages relationships with almost 400 city and county governments in the US and Canada, helping them manage data analysis, compliance, tax collection, ordinance writing, and more. She is an expert at identifying TVR trends and creating innovative solutions to challenges and opportunities that arise from them, while sharing with customers other approaches that have worked in similar municipalities. Stacy's background includes almost 20 years of marketing and managing analytics at large international organizations and retailers like REI, Orvis, and others. She has also consulted for a few of the world's largest consulting and tech companies, such as Deloitte, Google, and others and has an MBA from University of New Hampshire. - Page 221 -Item #25. hostcompliance.com | info@granicus.com page 10 Helene Gaglioti – Customer Success Manager Helene has spent her entire professional career working with customers and setting them up for success. She worked for a major Short-Term Rental company for 4 years and has worked directly with private homeowners, property managers, as well as platform providers. This gave her a great insider perspective and made her an asset to Host Compliance when she joined 2 years ago. Most recently, Helene has worked with our 350+ customers on the contracting side, supporting them through their renewals, and assisting them with new products. In combination, Granicus’ Host Compliance management team provides a unique and differentiated skillset and set of experiences that can greatly improve Tybee Island’s ability to execute a successful STR compliance monitoring and enforcement program. - Page 222 -Item #25. hostcompliance.com | info@granicus.com page 11 Experience and References In a short time, Host Compliance has become the global leader in STR regulation, compliance monitoring and enforcement and currently contracts with more than 300+ cities and counties for such services. We are adding several customers each week and building a large body of compliance monitoring and enforcement best practice as we go. Host Compliance is currently contracted with over 70 Cities and Counties in the Southeastern part of the US to do similar work to the services desired by the City of Tybee Island including but not limited to: • Forsyth County, GA • Columbus, GA • Bartow County, GA • South Fulton, GA • Chatham County, GA • Hall County, GA • Putnam County, GA • Brookhaven, GA • Hapeville, GA • Fairburn, GA • Folly Beach, SC • Isle of Palms, SC • Sullivan’s Island, SC • Town of Seabrook Island, SC • Village of Islamorada, FL • City of Hallandale Beach, FL • City of Pompano Beach, FL • City of Venice, FL • City of Tamarac, FL • City of Fort Meyer Beach, FL • Fairfax, VA • Lynchburg, VA • Alexandria, VA • Norfolk, VA • Arlington County, VA • Fairfax County, VA • Virginia Beach, VA • Franklin County, VA • Rockingham County, VA • Henrico County, VA From a solution standpoint, virtually all of our customers leverage our Address Identification solution to inform and prioritize their STR enforcement efforts, with more than half leveraging features from our Compliance Monitoring tools to drive compliance and enforcement efforts to the next level. - Page 223 -Item #25. hostcompliance.com | info@granicus.com page 12 REFERENCES Client Reference Brookhaven, GA Address 4362 Peachtree Road Brookhaven, GA 30319 Main Contact Patrice Ruffin Phone Number (404) 637-0532 Email Address Patrice.ruffin@brookhavenga.gov Client since August 2019 Solution Mobile Permitting, Address Identification, Compliance Monitoring and Tax Collection Client Reference Oconee County, SC Address 1099 South Cove Road Seneca, SC 29672 Main Contact Phillip S. Shirley, CPRP, TMP Phone Number 864-888-1488 Email Address pshirley@oconeesc.com Client since 2019 Solution Mobile permitting, Address Identification, Compliance Monitoring and Tax Collection Client Reference Hernando County, FL Address 20 North Main Street Brooksville, FL 34601 Main Contact Toni Brady Phone Number (352) 540-6806 Email tbrady@hernandoclerk.org Client since August 2019 Solution Address Identification, Compliance Monitoring, Mobile Permitting and Registration, Tax Collection, Rental Activity Monitoring. - Page 224 -Item #25. hostcompliance.com | info@granicus.com page 13 Overview of Proposed Solution ADDRESS IDENTIFICATION Over the last 4 years, we have invested over $1 million to develop our industry-leading STR Address Identification technology and artificial intelligence that enables us to create a more accurate inventory and match more STR listings to STR units than any of our competitors. In fact, since our inception we have successfully identified the exact addresses of more than a million STR listings! Our Address Identification data is made available to City staff via our cloud-based software platform, a combined CRM and big-data analytics platform utilizing some of the most cutting-edge AI technologies to create tangible results for our clients, while delivering a "consumer-grade" user experience to City staff. We continuously scan all the applicable short-term rental websites operating in Tybee Island (67 at the time of writing) every 3 days, de-duplicate the listings, and then identify the addresses of the properties listed for short-term rental. While some competitors would have you believe that a service such as Address Identification is a commodity, the reality is that our solution provides dramatically better data. As of the time of writing, Host Compliance monitors the following 67 websites: • 9flats • Abritel • Accomable • Agoda.com • Airbnb.com • AlugueTemporada • Atraveo • B&B Fusion • BedandBreakfast.com • Bookabach • BookANook4Me • Booking.com • BringFido • Bud and Breakfast • CanadaStays • Choice Vacation Rentals • CoastRentals • Corporate Housing • CyberRentals • Expedia.com • Flipkey.com • FeWo-direkt • Great Rentals • Hello Relaxation • Hipcamp • HolidayLettings.com • HomeEscape • Homelidays.com • Home & Villas • Marriott • Homestay • Hotwire • HouseTrip.com • HRS Holidays • Hundredrooms • Kid and Coe • Lake Rentals • LuxuryRetreats.com • MisterBandB • MountainSkiRentals. com • Muchosol • MyBookingPal • NextPax • Niumba.com • OnlyApartments • Orbitz • Owner Direct • PerfectPlaces • RedAwning • Rentals United • Resortquest • Stayz.com.au • Toprural.es • Travel Pro Rentals • travelmob.com • Tripadvisor.com • TripBeat • Tripping.com • Tripz • Tui Villas • Turnkey • Vacasa • VacationHomeRentals • Vacationrentalpeople • VacationRentals.com • Villas.com • VRBO.com - Page 225 -Item #25. hostcompliance.com | info@granicus.com page 14 In combination, we believe the listings on these 67 websites represent ~99% of the total universe of vacation rentals in the City’s jurisdiction. If required due to City - specific circumstances, we would be able to add additional electronic or manual monitoring capabilities to ensure even more comprehensive coverage of the Tybee Island STR market. As described earlier, our analysis shows 2259 listings in Tybee Island as of August 2020. While the City has 2259 listings, a number of STR units were simultaneously advertised on 2 or more different websites (e.g. Airbnb and Flipkey). After eliminating duplicate listings, we believe these 2259 listings therefore represent 1398 unique units. To eliminate duplicate listings, we use our proprietary de-duplication models that are more accurate than the models used by any other provider in the industry. Specifically, while other vendors use simplistic models that simply detect overlaps in listing descriptions, we use far more accurate distributed deep learning algorithms to identify duplicate listings. To provide additional detail, we currently use models based on XGBoost, a random forest machine learning library used in the world’s leading machine learning competitions and currently considered to be the most advanced machine learning technology available. Using these advanced models has allowed us to algorithmically identify duplicate listings across platforms with 97% match accuracy. Equally important, our analysis of the local market shows that the City STR market is incredibly dynamic and growing very rapidly. To be specific, when we analyzed the Tybee Island STR market at the same time last year, we found 2569 listings, implying 12% decrease in the net number of STR listings in the Tybee Island jurisdiction. Moreover, this decrease doesn’t tell the whole story and hides the fact that during the same 1-year time-period, 903 listings were deactivated, 23 were reposted, while 570 listings were created, for a 26% annual turnover rate. What this means is that only 74% of the listings currently active were found online at this time last year, and that the City of Tybee Island would have had to identify 3162 listings over the course of the year. We believe this is important as it highlights the dynamic nature of STRs, and we believe very few firms have the scale, technology, and experience to provide Tybee Island with the quality of service it should receive. Understanding these numbers is incredibly important as it 1) gives a much clearer picture of the number of listings that the Tybee Island would have needed to identify last year, 2) highlights the importance of frequently monitoring the Tybee Island STR market for new listings, and 3) reinforces the need to proactively enforce the Tybee Island regulations including automatically mailing notices of violation Once Host Compliance has identified all active STR listings within the Tybee Island jurisdiction, the next step is to leverage our data science to identify the exact location (e.g., parcel number, situs address, unit number, coordinates, host/operator name, and property owner information). To do this, we combine the Tybee Island property databases with both simple parcel number matching algorithms and more advanced matching techniques such as: - Page 226 -Item #25. hostcompliance.com | info@granicus.com page 15 • “Levenshtein edit distance matching”: Match records based on the Levenshtein measure of dissimilarity between two text strings. The Levenshtein edit distance is the number of operations (deletions, insertions, or replacement) of a single character that are required to transform string-1 into string-2, • “Soundex matching”: Match records using a phonetic algorithm for indexing names and addresses by sound, as pronounced in English and Spanish. The goal is for homophones to be encoded to the same representation so that they can be matched despite minor differences in spelling. • “GIS Informed matching”: Inform records matching by overlaying GIS data (e.g., distances between address points, etc.) In tandem, these advanced matching techniques produce higher match rates and more accurate matching than what can be achieved using less sophisticated methods. Our comprehensive inventory includes several criteria, such as: listing URL, location address, owner name, contact information, property type, room type, as well as other information we collect from the STR listing to support matching with the actual STRs (including maximum advertised occupancy, listing descriptions, number of bedrooms and bathrooms, reviews, rental rate, minimum and maximum stays, and other pertinent information). Host Compliance generally collects more than 150 columns of data for listings, and we analyze and segment short-term rental listings by all relevant dimensions including zip codes, neighborhood (as defined by SHAPE files), usage type, and property type. Host Compliance’s data can be filtered, segmented and analyzed by many parameters including each of the data points listed in the RFP, as well as: • Listing platform • Compliance level • # of Bedrooms and Bathrooms • Maximum advertised occupancy • Maximum permitted occupancy • Minimum # of nights available for rent • Host Name/ID • Listings of Other Rentals Offered by the Host • # of Reviews • First and Last Review dates • The date the property was first active • Nightly rental rate - Page 227 -Item #25. hostcompliance.com | info@granicus.com page 16 • Contact information, when available • A limited number of key words that may be identified by the Tybee Island as being of interest • …and many other parameters Given the trade secret nature of additional sources of data and cross-tabulations that could enrich the dataset, we would prefer to further discuss those potential sources in an interview setting. With regard to leveraging the data for other purposes, the Host Compliance platform provides an easy way for users to export the data in CSV or Excel to enable the predictive modeling, cluster analysis, etc., or allows the Tybee Island to append notes in Granicus’ cloud-based inventory and database as the Tybee Island may take action on different STRs. All information is continuously acquired and stored in our secure, cloud-based database, which contains an inventory of listing information (e.g., property type, room type, maximum advertised occupancy, number of rooms, rental rate, and minimum/maximum stay), high-resolution images and screen captures of each active listing (including reviews), and for identified properties, parcel number, address, and contact information and address for property owners. The listings are continuously monitored and given the importance of hard, irrefutable evidence. Host Compliance automatically captures full-screen, high-definition screenshots of all active listings every 3 days (on average) and attaches these screenshots to each property’s “file” in the database. The screenshots are captured on a random time and day during the week to eliminate the risk of non-compliant short-term rental operators “gaming the system” by making their listings temporarily inactive on certain days and times. Our screenshots are time-stamped and include everything related to the listings, including: photos, maps, reviews, and descriptive information. To our knowledge, no other provider of short-term rental monitoring software captures full-screen, time-stamped, weekly screenshots; instead, they only take screenshots upon address identification or on an ad-hoc basis. This is problematic as it leaves Tybee Island staff with much less actionable evidence than what is provided by our solution. The address, parcel number, and owner identification are done by using a combination of proprietary data sources, geospatial algorithms and our more than 200 trained address identification analysts, each of whom have passed rigorous quality control testing (and whose backgrounds include software engineers, business and law school graduates, accountants, and even a title researcher!). This process is very quick and precise as compared to doing the same work manually (or exclusively algorithmically), and for comparison, we have more than 5 times as many data analysts as our closest competitor. To ensure high quality, each address match needs to be documented in great detail, and each analyst is required to find at least two pieces of information linking a given ad to a property, before determining it as a match. To us, this is incredibly important as it ensures a 99% match accuracy and makes it easy for Tybee Island staff to audit our work. - Page 228 -Item #25. hostcompliance.com | info@granicus.com page 17 Figure 1: Address Identification Match Having the rationale and evidence is critical if there is ever a dispute with a homeowner over the availability of his/her property for vacation rental. We are so confident in our address matching capabilities that in the event the City ever needs help bringing non‐ compliant operators to justice, we can help support such cases by providing written testimony or other expert testimony as required. In fact, we have successfully provided expert testimony several times, in Nashville, TN; Monterey, CA; Hermosa Beach, CA; Charleston, SC; and Imperial Beach, CA, and our data and methods have always stood up to the test. For an example, please see this (redacted) copy below of sworn testimony provided by Host Compliance to support enforcement efforts in the City of Imperial Beach, CA. - Page 229 -Item #25. hostcompliance.com | info@granicus.com page 18 Figure 2: Redacted sworn testimony - Page 230 -Item #25. hostcompliance.com | info@granicus.com page 19 Figure 3: Real-time dashboards - Page 231 -Item #25. hostcompliance.com | info@granicus.com page 20 Figure 4: Easy filtering, sorting and grouping - Page 232 -Item #25. hostcompliance.com | info@granicus.com page 21 Address Identification: Host Compliance’s system makes it easy to track the status of individual rentals and create case notes as needed. Figure 5: Ability to add Tybee Island notes COMPLIANCE MONITORING Via our Compliance Monitoring module, Host Compliance continuously identifies the exact addresses of all identifiable short‐term rental properties and stores all the relevant property, owner and host information in our secure cloud‐based database. To make this data actionable, our systems compare it against Tybee Island’s registration records, and then automatically categorize and label all advertised short‐term rental units based on their compliance level: • Fully-compliant properties (i.e., properties that meet all regulatory requirements) • Partially‐compliant properties (i.e., properties that satisfy some, but not all the Tybee Island regulatory requirements) • Non‐compliant properties (i.e., properties that do not satisfy any of the Tybee Island regulatory requirements) • Properties for which the compliance status is still to be determined due to lack of data Based on these regular scans and the registration records, our software will automatically classify all STR units and listings into “active” and “inactive” based on the then current online availability of ads for each unit. Our system will provide easy to understand real‐time reporting on new and removed listings and short‐term rental units to make it easy for staff to quickly identify and generate lists of: • Newly listed compliant and non‐compliant short‐term rentals - Page 233 -Item #25. hostcompliance.com | info@granicus.com page 22 • Short‐term rentals that have eliminated all advertising on all the websites monitored by Host Compliance • Re‐listings of non‐compliant properties • Short‐term rentals that have become compliant because of outreach • Short‐term rentals that are still listed despite initial or repeated outreach In addition, the lists enable prioritization of the automated outreach feature of our Compliance Monitoring module. We thought we would share our best practices for outreach initiatives intended to bring non‐compliant properties into compliance with the Tybee Island STR regulations. The exact specifics of this communication plan can be adopted to accommodate Tybee Island’s exact needs and communication preferences, but as a rule, such a plan will include the following types and sequence of highly targeted activities: • When new non‐registered properties are first identified, we will first mail the owner an “initial warning” letter to remind them of Tybee Island’s STR requirements and provide instruction on how to get into compliance. • In the event that the owner does not comply with the rules within 30 days of receiving the “initial warning” letter, we would follow up with a more sternly worded “Notice of Violation” letter. • If an owner does not comply with the rules after receiving the second letter, we would refer the case to Tybee Island for follow‐up. The follow‐up will be greatly aided by our data, screenshots, etc. which are available to City personnel through the previously described online data portal. We would recommend that the letters include high‐resolution color screenshots, “good neighbor information”, registration forms, tax registration forms, and other advanced features that we could share with you from our library of best practice letters. With this approach, we typically see compliance rates of 70-80% after 2 letters. MOBILE REGISTRATION AND TAX COLLECTION The foundation of an STR management and compliance program should be a seamless, easy-to-use permitting and tax collection system that provides robust document management and educates the applicant on STR requirements. Given the tech‐savvy nature of STR hosts, and the likely large volume of permit applications and tax payments, we recommend our Mobile Registration and Tax Collection solution to enable the ability to apply, pay, and track status online in real‐time. Equally important, the online forms need to be mobile friendly, as ~50% of short‐term rental hosts prefer to handle their business from their mobile devices (our solutions are mobile-enabled). Our solution makes it easy for STR hosts to register, renew permits and licenses, and calculate and remit taxes to the City of Tybee Island. We have applied the best of user- centered design principles to our Online Permitting and Tax Collection module which may seem to be a “nice-to-have”, but actually leads to increased completion rates and constituent satisfaction, while reducing errors and decreasing the amount of time - Page 234 -Item #25. hostcompliance.com | info@granicus.com page 23 spent by the staff in supporting applicants through the process. Moreover, we work closely with our clients to ensure that all appropriate permit requirements and tax remittance calculations are captured in the system, as well as decide upon the right balance of review and validation between our team and City staff. However, the final review and validation will be the responsibility of the City. If desired, we can also provide links to live versions of our permitting and tax collection system. Figure 6: Host Compliance: Short-Term Rental registration system - Page 235 -Item #25. hostcompliance.com | info@granicus.com page 24 Figure 7: Screen 2 with built-in compliance and clear instructions We highly recommend that you take the opportunity to compare this user experience with the user experience offered by our competitors to judge for yourself who offers the best solution to this problem. Host Compliance’s focus on ease of use, error-proofing, and legal compliance results in a clearly superior experience and better data. We believe that accessibility and inclusiveness are critical to an open government, and so we strive to adhere to the principles of Web Content Accessibility Guidelines 2.0. Please also note: • Mobile optimization/responsiveness (e.g., responsive design, resized text) • Clear and easy-to-read instructions and navigation • Error-proofing via input validation • Integrated credit/debit card payment functionality • Ability to collect electronic signatures. All payments are processed through a third-party payment processor called Stripe. Stripe has been audited by a PCI-certified auditor and is certified to PCI Service Provider Level 1. This is the most stringent level of certification available in the payments industry. To accomplish this, Stripe makes use of best-in-class security tools and practices to maintain a high level of security. Staff may search for past payments and registration applications, request corrections to applications with additional information; data may be downloaded in Excel files and data in the form of Excel, CSV, or GIS/shapefiles can be uploaded on their behalf. - Page 236 -Item #25. hostcompliance.com | info@granicus.com page 25 RENTAL ACTIVITY MONITORING As occupancy/lodging tax compliance can be a major source of government revenue, our Rental Activity Monitoring can be a big help in identifying and reaching out to hosts who fail to report or underreport taxes. For each STR listing the software identifies, it calculates and analyzes the applicable tax revenue. Our Rental Activity monitoring service operates through: • Automatic monitoring of calendar and review activity across STR websites • Weekly screenshots of reviews and calendars for each active listing • Calculating the estimated tax revenue of each property based on our proprietary algorithms • Comparing such estimated taxes to the City´s reported taxes, and identifying candidates for outreach • Upon approval by the City or within pre-established parameters, quarterly pro- activity, systematic, and data-informed outreach to STR operators regarding supporting documentation for their tax remittance obligations (using your form letters) • Follow-up outreach to properties who do not submit sufficient documentation • Generating up-to-date lists of STR operators suspected of under- or not reporting taxes • Documentation of information that serves as the foundation for the suspicion of tax underreporting. We will readily admit that estimating rental activity and corresponding revenue for tax collection based on reviews, calendar information, and nightly rates is challenging using traditional computation methods. Luckily, with the use of advanced artificial intelligence, we have developed far more robust models that surpass anyone else in the industry. While beyond the scope of this document, Host Compliance’s rental frequency and activity algorithms were developed by developing advanced statistical models and deep-learning artificial intelligence across our vast historical dataset and have been rigorously back-tested. As a result, our Host Compliance software’s rental frequency data is much more accurate than our competitor’s data. - Page 237 -Item #25. hostcompliance.com | info@granicus.com page 26 Figure 8: Revenue Estimates by Rental Unit 24/7 HOTLINE For local governments looking for ways to improve their ability to resolve STR-related neighbor concerns in real time, our 24/7 Hotline (a staffed telephone and online hotline) is a cost- effective solution that enables Tybee Island to quickly set up and operate a cost-effective code enforcement hotline and online complaint reporting system at a fraction of the cost of doing so using traditional means. With this service, we set up a hotline for neighbors to report non-emergency problems related to STR properties, while at the same time getting our local government partners the data, they need to root out non-neighborly STR hosts: • Incidents can be reported by phone or online • Full documentation of all reported incidents, with digital recordings and written transcripts of all calls • Ability for neighbors to include photos, video footage, and sound recordings to document complaints • Real-time outreach to owners of problem properties • Weekly staff reports containing: the # and types of reported incidents, list of reported properties, and custom reports and analysis of hotline-related activities The core of our Host Compliance hotline solution is a sophisticated call center and online reporting platform that allows neighbors to easily report noise, parking, trash, and other vacation rental related issues 24/7/365. The call flow can be customized to the City’s exact needs, but our recommended call flow is shown below, including several - Page 238 -Item #25. hostcompliance.com | info@granicus.com page 27 innovative features described in more detail below the flow diagram. Note that the call flow is partially automated to ensure 100% consistency and make the service cost- effective. Figure 9: Short-Term Rental Hotline Call Flow - Page 239 -Item #25. hostcompliance.com | info@granicus.com page 28 Automatic Evidence Collection: Our systems allow the City to automatically request evidence of the alleged code violation directly from the complainant via text message or email. This evidence can take the form of images, videos, audio recordings, or any other electronic evidence that can help substantiate the complaint. The evidence is requested via text message or email, and the provided evidence is uploaded straight into our online system in real time. Requesting this evidence directly from the complainant immediately after they submit their complaint has many benefits: • It greatly improves Tybee Island’s ability to prove ordinance violations • It makes it easier to differentiate between real and frivolous complaints • It can eliminate the need to dispatch zoning enforcement officers and thereby dramatically reduce the cost of obtaining the evidence Automatic Outbound Calls to the Owners/Managers of Problem Properties: Our system automatically cross references complaints with the City database of registered short-term rentals to: • Automatically call the owner or designated contact person for the short-term rental property that is causing problems within minutes of receiving the complaint • Easily identify serial offender’s noise/parking/traffic and other ordinances and use this data to initiate further actions against these “bad actors” Automatic Collection of Data on Complaint Outcomes: Our system incorporated the ability to automatically call back complainants after a designated amount of time to: • Collect data on the outcome of the complaint and the property owner’s responsiveness • Allow the complainant to easily escalate the complaint to zoning enforcement or the police department in the event the issue has not been resolved within the designated timeframe • Requesting this data automatically and directly from the complainant within a certain time frame of him or her submitting the initial complaint has many benefits: − It greatly improves the City’s ability to prioritize complaints and only devote costly on-the-ground personnel where appropriate and necessary − It makes it easier to document serious code violations and differentiate these from less severe problems − It makes it easy to identify responsive and non-responsive property owners and managers and initiate further actions against those that do not respond to complaints and issues in a timely manner − It can eliminate the need to dispatch zoning enforcement officers and thereby dramatically reduce the cost of obtaining the evidence - Page 240 -Item #25. hostcompliance.com | info@granicus.com page 29 Automatic Call Recordings: Our system records all calls and saves the recordings in the cloud for instant playback and future retrieval. Having real-time access to all call recordings makes it easy for zoning enforcement staff to quickly get up to speed on the situation and if necessary, initiate immediate on-the ground follow-up actions 24/7 Real-time Dashboard: All calls to the hotline are automatically logged in our online dashboard which is available 24/7/365 from both desktops and mobile devices. The dashboard includes all pertinent information, including: • Time and date of the call • Complaint type • Address of the property that the complaint pertains to • Whether the address is associated with a registered STR property • Complainant’s contact information (if given) • Any evidence submitted by the complainant • A link to a recording of the call - Page 241 -Item #25. hostcompliance.com | info@granicus.com page 30 Real-time Email and Text Message Notifications: If desired, our system can provide immediate email notifications to the City’s designated personnel whenever a new complaint is received. The figure below shows an example. Figure 10: Hotline Notification - Page 242 -Item #25. hostcompliance.com | info@granicus.com page 31 In addition to the many features outlined above, the Host Compliance solution also provides the ability to easily run custom reports to shed light on complaint patterns, geographical hotspots, and other relevant data points that can help optimize the City’s enforcement efforts. The data will be updated in close to real-time and the information can be easily downloaded into CSV/Excel format. Figure 11: Sample Reporting Data - Page 243 -Item #25. hostcompliance.com | info@granicus.com page 32 Specifications and Requirements IDENTIFICATION OF NONCOMPLIANT SHORT-TERM RENTAL PROPERTIES • Identify properties that are advertising as STVR but have not registered with the City. Our Address Identification module identifies all identifiable STVRs in the jurisdiction. To make this data actionable, our Compliance Monitoring module compares the data against the City's registration records, and then automatically categorize and label all advertised short-term rental units based on their compliance level. • Maintain list of all addresses and contact information for property owners and related rental management companies (if applicable). Keep updated list of website URLs for all properties. Our comprehensive inventory includes a number of criteria including listing URL, location address, owner name, contact information, property type, room type, as well as other information we collect from the STR listing to support matching with the actual STRs, including maximum advertised occupancy, listing descriptions, number of bedrooms and bathrooms, reviews, rental rate, minimum and maximum stay and other pertinent information. • Monitor new listings for non-compliance. Based on regular scans and the registration records, Host Compliance’s Compliance Monitoring software will automatically classify all short‐term rental units and listings into “active” and “inactive” based on the then current online availability of ads for each unit. Our system will provide easy to understand real‐time reporting on new and removed listings and short‐term rental units to make it easy for staff to quickly identify and generate lists of: • Newly listed compliant and non‐compliant short‐term rentals • Short‐term rentals that have eliminated all advertising on all the websites monitored by Host Compliance • Re‐listings of non‐compliant properties • Short‐term rentals that have become compliant because of outreach • Short‐term rentals that are still listed despite initial or repeated outreach • Provide monthly reports to the City documenting STVR related investigations. - Page 244 -Item #25. hostcompliance.com | info@granicus.com page 33 Host Compliance emails a report with high-level numbers to all customers on a monthly basis. City personnel will also have access to the Host Compliance platform data 24/7 and can download reports at any time for further analysis. RENTAL ACTIVITY AND COMPLIANCE MONITORING, NOTIFICATION, AND REPORTING • Monitor STVR properties for zoning and permit compliance. Host Compliance has developed a set of proprietary technologies, methodologies, and processes to quickly and cost-effectively monitor specific geographies for vacation rental listings and precisely identify the addresses of the associated short-term rentals. These sophisticated software tools and algorithms are currently deployed continuously across the 67 largest vacation rental websites ensuring that our database of rental properties is always comprehensive and fully up-to-date. City staff will easily be able to identify rental properties operating in non- compliance and categorize them by type: • Local zoning regulations (exempt, permitted, grandfathered, illegal, etc.) • Requirements to list license/permit numbers on all advertisements • Minimum and maximum rental stay requirements • Permitted occupancy limits • Listings of other rentals offered by host • Nightly Rental Rate • Total number of ads per platform • Other local rules which can be effectively enforced by scanning online ads • Monitor STVR properties for noise complaints, overcrowding, and parking issues. The core of Host Compliance’s hotline solution is a sophisticated call center and online reporting platform that allows neighbors to easily report noise, parking, trash and other vacation rental related issues 24/7/365. The call flow can be customized to the City’s exact needs, but our recommended call flow is shown below, including several innovative features described in more detail below the flow diagram. Note that the call flow is partially automated to ensure 100% consistency and make the service cost-effective. - Page 245 -Item #25. hostcompliance.com | info@granicus.com page 34 • Notify City and of any noncompliance issues, and contact noncompliant property owners and management companies for resolution. The lists created from our Compliance Monitoring module enable prioritization of the automated outreach feature of this module. Upon address identification, we could initiate a series of outreach initiatives intended to bring non‐compliant properties into compliance with the County’s STR regulations. The exact specifics of this communication plan can be adopted to accommodate the County’s needs and communication preferences, but as a rule, such a plan will include the following types and sequence of highly targeted activities: • On a monthly (or more frequent) basis, when new non‐registered properties are first identified, we will (with your approval) first mail the owner an “initial warning” letter to remind them of the County’s STR requirements, and provide instruction on how to get into compliance. • In the event, the owner does not comply with the rules within “X” (usually 30) days of receiving the “initial warning” letter, we will follow‐up with a more sternly worded “Notice of Violation” letter. • If an owner does not comply with the rules after receiving the 2nd letter we will defer to the County for follow‐up. The County’s follow‐up will be greatly aided by our data, screenshots etc, which make it easy to see who has received both letters. This data is available to County’s personnel through the previously described online data portal. All information is available 24/7 online on desktop and mobile devices and can be downloaded in pdf or excel formats. With this approach, and a commitment to regularly mailing letters out, we typically see compliance rates of greater than 80% after 2 letters. • Compile weekly report of any above related issues for the City. All data is made available through an online data portal that provides a fully functional, real-time interactive and fully integrated cloud-based data management system. This user-friendly interface provides reporting and sorting capabilities that are easy to access and navigate all STR-related activities for a single property. The user interface will allow Tybee Island personnel to update and edit records in the database directly in real time. As an example, the proposed solution’s user interface will allow City personnel to: • Enter information on new short-term rentals that have been reported by concerned neighbors • Upload additional picture and other evidence that needs to be associated with identified and new short-term rental properties • Add additional notes related to identified short-term rental properties - Page 246 -Item #25. hostcompliance.com | info@granicus.com page 35 • Add or change addresses, owner information, unit numbers, parcel numbers, and other important information stored on the records in the database • Validate the accuracy and internal consistency of all manually entered data to eliminate data entry errors and other mistakes that can negatively impact data quality MONITOR FOR DELINQUENT TAXES. ASSIST WITH COLLECTIONS. • Track tax payments for registered STVR properties As occupancy/lodging tax compliance can be a major source of government revenue, our Rental Activity Monitoring can be a big help in identifying and reaching out to hosts who fail to report or underreport taxes. For each STR listing the software identifies, it calculates and analyzes the applicable tax revenue. Our Rental Activity monitoring service operates through: • Automatic Monitoring of calendar and review activity across Short-Term Rental websites • Weekly screenshots of reviews and calendars for each active listing • Calculating the estimated tax revenue of each property based on our proprietary algorithms • Comparing such estimated taxes to the City´s reported taxes, and identifying candidates for outreach (i.e., STR operators utilizing a platform that does not have a tax collection agreement with the City) • Upon approval by the City or within pre-established parameters, monthly pro- active, systematic and data-informed outreach to STR operators regarding supporting documentation for their tax remittance obligations (using your form letters) • Follow-up outreach to properties who do not submit sufficient documentation • Generating up-to-date lists of STR operators suspected of under- or not reporting taxes • Documentation of information that serves as the foundation for the suspicion of tax underreporting. • Assist City with collection of STVR tax delinquencies. The foundation of an STR management and compliance program should be a seamless and easy-to-use permitting and tax collection system that provides robust document management and educates the applicant on STR requirements. Given the tech‐savvy nature of STR hosts, and the likely large volume of permit applications and tax payments, we recommend our Permitting and Tax Collection solution to enable the ability to apply, pay, and track status - Page 247 -Item #25. hostcompliance.com | info@granicus.com page 36 online in real‐time. Equally important, the online forms need to be mobile friendly, as ~50% of short‐term rental hosts prefer to handle their business from their mobile devices (our solutions are mobile enabled). Our solution makes it easy for STR hosts to register, renew permits and licenses, and calculate and remit taxes to City of Tybee Island. We have applied the best of user-centered design principles to our on-line Permitting and Tax Collection module which may seem to be a “nice-to-have”, but actually leads to increased completion rates and constituent satisfaction, while also reducing errors and decreasing the amount of time spent by the staff in supporting applicants through the process. Moreover, we work closely with our clients to ensure that all appropriate permit requirements and tax remittance calculations are captured in the system, as well as decide upon the right balance of review and validation between our team and City staff. • Monthly pro-active outreach to STVR owners regarding tax remittance issues, including emails, and City form letters. As part of our Rental Activity Monitoring module, we can reach out to registered short-term rentals regarding tax remittance issues. The process of performing outreach is described below: • Comparing estimated taxes to the City´s reported taxes, and identifying candidates for outreach (i.e., STR operators utilizing a platform that does not have a tax collection agreement with the City) • Upon approval by the City or within pre-established parameters, monthly pro- active, systematic and data-informed outreach to STR operators regarding supporting documentation for their tax remittance obligations (using your form letters) • Follow-up outreach to properties who do not submit sufficient documentation • Generating up-to-date lists of STR operators suspected of under- or not reporting taxes • Documentation of information that serves as the foundation for the suspicion of tax underreporting. MAINTAIN 24 HOUR STVR COMPLIANCE HOTLINE. • Provide 24/7 staffed telephone number for residents to report non-emergency STVR issues. Contact owners of problematic properties. For local governments looking for ways to improve their ability to resolve STR related neighbor concerns in real time, our 24/7 Hotline (a staffed telephone and online hotline) is a cost- effective solution that enables the City to quickly set-up and operate a cost-effective code enforcement hotline and online complaint - Page 248 -Item #25. hostcompliance.com | info@granicus.com page 37 reporting system at a fraction of the cost of doing so using traditional means. With this service, we set up a hotline for neighbors to report non- emergency problems related to STR properties to, while at the same time getting our local government partners the data, they need to root out non-neighborly STR hosts: • Incidents can be reported by phone or online • Full documentation of all reported incidents, with digital recordings and written transcripts of all calls • Ability for neighbors to include photos, video footage and sound recordings to document complaints • Real-time outreach to owners of problem properties • Weekly staff reports containing: the # and types of reported incidents, list of reported properties, and custom reports and analysis of hotline related activities Automatic Outbound Calls to the Owners/Managers of Problem Properties: Host Compliance’s system automatically cross references complaints with the City’s database of registered short-term rentals to: • Automatically call the owner or designated contact person for the short-term rental property that is causing problems within minutes of receiving the complaint • Easily identify serial offenders ’s noise/parking/traffic and other ordinances and use this data to initiate further actions against these “bad actors” • Provide web-based platform for residents to report non-emergency issues, which will allow submission of evidence (photos, sound recordings, video) and initiate automatic and immediate follow-up. With our 24/7 hotline service, we set up a hotline for neighbors to report non- emergency problems related to STR properties to, while at the same time getting our local government partners the data, they need to root out non-neighborly STR hosts: • Incidents can be reported by phone or online • Full documentation of all reported incidents, with digital recordings and written transcripts of all calls • Ability for neighbors to include photos, video footage and sound recordings to document complaints • Real-time outreach to owners of problem properties • Weekly staff reports containing: the # and types of reported incidents, list of reported properties, and custom reports and analysis of hotline related activities - Page 249 -Item #25. hostcompliance.com | info@granicus.com page 38 • Provide to the City custom reports and analysis of hotline related activities and subsequent resolutions. The City will receive weekly staff reports containing: the # and types of reported incidents, list of reported properties, and custom reports and analysis of hotline related activities PROVIDE ON-LINE REGISTRATION AND TAX PAYMENT SYSTEM. • Provide and maintain on-line registration and tax collection processes that capture all required documentation, signatures and payments electronically. The foundation of an STR management and compliance program should be a seamless and easy-to-use permitting and tax collection system that provides robust document management and educates the applicant on STR requirements. Given the tech‐savvy nature of STR hosts, and the likely large volume of permit applications and tax payments, we recommend our Permitting and Tax Collection solution to enable the ability to apply, pay, and track status online in real‐time. Equally important, the online forms need to be mobile friendly, as ~50% of short‐term rental hosts prefer to handle their business from their mobile devices (our solutions are mobile enabled). Our solution makes it easy for STR hosts to register, renew permits and licenses, and calculate and remit taxes to City of Tybee Island. We have applied the best of user-centered design principles to our on-line Permitting and Tax Collection module which may seem to be a “nice-to-have”, but actually leads to increased completion rates and constituent satisfaction, while also reducing errors and decreasing the amount of time spent by the staff in supporting applicants through the process. Moreover, we work closely with our clients to ensure that all appropriate permit requirements and tax remittance calculations are captured in the system, as well as decide upon the right balance of review and validation between our team and City staff. For your convenience we have provided links to live version of a permitting and tax collection system below as well as a demo video for our registration system. https://safe.hostcompliance.com/pasadena-ca/permit-registration/welcome We highly recommend that you take the opportunity to compare and contrast this user experience with the user experience offered by our competitors to judge for yourself who offers the best solution to this problem. Host Compliance’s focus on ease of use, error-proofing, and legal compliance results in a clearly superior experience and better data. We believe that accessibility and inclusiveness are critical to an open government, and so we strive to adhere to the principles of Web Content Accessibility Guidelines 2.0. Host Compliance applies the best of user-centered design principles to its online registration and payment forms, which are fully customizable and would be configured to meet the city's specific registration requirements. While a thoughtful user interface may seem to be a “nice-to-have”, a well-designed user experience leads to - Page 250 -Item #25. hostcompliance.com | info@granicus.com page 39 increased completion rates and constituent satisfaction, while also reducing errors and decreasing the amount of time spent by the City in supporting applicants through the process. Please also note: • Mobile optimization, e.g., responsive design, resized text • Clear and easy-to-read instructions and navigation • Error-proofing via input validation • Integrated credit/debit card payment functionality • Ability to collect electronic signatures. All submitted information and documents would be made available instantly in our online interface for easy verification and approval. The exact workflow would depend on the registration and payment requirements and the review could potentially be partially automated by cross-referencing application data with other databases. Depending on the degree of automation and the nature of the requirements that would need to be verified, the reviews could be done by City personnel or by Host Compliance’s remote analyst team. In addition to collecting the appropriate information and documents, Host Compliance’s mobile-enabled online forms would securely enable payment of TOT online via debit, credit card or e-check (ACH) while depositing all funds directly into the City’s bank account via daily direct deposits. All payments are processed through a 3rd party payment processor called Stripe. Stripe has been audited by a PCI-certified auditor and is certified to PCI Service Provider Level 1. This is the most stringent level of certification available in the payments industry. To accomplish this, Stripe makes use of best-in-class security tools and practices to maintain a high level of security. Staff may search for past payments and registration applications, request corrections to applications with additional information; data may be downloaded in Excel files and data in the form of Excel, CSV, or GIS/shapefiles can be uploaded on their behalf. - Page 251 -Item #25. hostcompliance.com | info@granicus.com page 40 Support and Maintenance The Host Compliance subscription includes the support of our fully-staffed, in-house Customer Success and Implementation team (10 FTE) at no additional cost. We see every customer issue as an opportunity to obtain user feedback, as well as share the breadth of experience in what we have seen work for other customers. We can do this in part due to the depth and breadth of experience our employees have with respect to municipal government. We aggressively recruit outstanding talent which includes a former mayor, former city manager, former code enforcement officer, former sales tax administrator, and former community development director. We have employees who have come from across the property management spectrum and who have conducted academic research on STRs. We couple this experience with world class engineering, management consulting, and data science experience. Our dedicated Customer Success team is in place to ensure ongoing success and serve as the primary liaison for Host Compliance to the City (including for software updates and troubleshooting), generally accessible via telephone or email to customer.success@hostcompliance.com. As with all Host Compliance employees, our Customer Success team is also located all over the country and can provide broad time coverage during their respective business hours. Our Customer Success team will continue to proactively check in throughout the implementation process to ensure that implementation stays on track; culminating in training and handover to City staff, to be followed by our continued user support and training for new users as required. We have no limits on the number of users that the City may authorize. Recordings of City trainings (assuming the City agrees) will also be made available for future reference. After implementation is complete, our system documentation is provided online in a Wiki-style knowledge base of FAQs and other useful information, with over a hundred articles and numerous video trainings and webinars available for reference and ongoing support. SECURITY OVERVIEW We have leveraged best-practice principles from our roots in Silicon Valley in building the Host Compliance software, technology infrastructure, and data science architecture. Our core solutions are built in-house (given the lack of existing robust solutions incorporating geo-spatial data and the ability to run complex algorithms) and all data pertinent to our services are delivered through an integrated web interface that incorporates multiple modules (e.g., address identification, compliance monitoring, online permitting, tax collection, rental activity and tax compliance monitoring, hotline, reports, and dashboards) updated in real time. As the Host Compliance solution is a cloud-based solution on a virtualized server, it will be accessible to the relevant City personnel through a secure password-protected web application. Data and reports can be pulled by City staff “on demand” through our platform, without the need for advanced hardware – only a secure and consistent connection to a modern Internet browser (e.g., Explorer 11+, Edge, Chrome, Firefox, and Safari) to access online software at a designated URL. As for PC requirements, if the City’s PCs operate on one of the - Page 252 -Item #25. hostcompliance.com | info@granicus.com page 41 above mentioned operating systems, you will be able to use the Host Compliance platform. Data Center Security For database management system, server hardware architecture, and related services, we are using Amazon, which is the industry’s leading provider of such services and is well‐known for its scalability and security. Host Compliance is 100% cloud-based which for the Tybee Island means that there are no web hosting requirements as our databases are hosted on Amazon Web Services. With regard to security, as described above, Host Compliance hosts our applications and your data with Amazon Web Services (AWS) which provides a highly-reliable, scalable, low‐cost infrastructure platform in the cloud that powers hundreds of thousands of organizations in 190 countries including government institutions such as the U.S. Department of State, the U.S. Department of Energy, the Center for Disease Control, the State of Washington, and Multnomah County, OR. AWS is a secure, durable technology platform with industry‐ recognized certifications and audits: PCI DSS Level 1, ISO 27001, FISMA Moderate, FedRAMP, HIPAA, and SOC 1 (formerly referred to as SAS 70 and/or SSAE 16) and SOC 2 audit reports. All the data centers we use have multiple layers of operational and physical security to ensure the integrity and safety of our data. All data is backed up using daily and weekly images. Parent/child replication also ensures that database backups are hot‐swappable. Backups and replications are not transported off site but are stored in different Amazon data centers from the Host Compliance application to ensure that they can be recovered in case of loss at the primary data center. To identify and manage threats, Host Compliance’s team constantly monitors notifications from various sources and alerts from internal systems. Robust Security Layers We follow industry-standard practices under the guidance of our experienced Information Security Officer and our Privacy Officer. For example: • None of our servers are publicly accessible. Host Compliance engineers must proxy all their traffic through our secure jump box to reduce potential attack vectors from would be hackers. • We have a strict two-factor authentication policy for all third-party logins (such as through Google), if available. • Public access to AWS s3 is restricted for website assets. • All data (s3 + database storage) is encrypted at rest and is only made available, on an as-needed basis, to employees and contractors of Host Compliance via a secure Host Compliance login unique to the individual, each of whom are all working under agreements that contain strict confidentiality clauses. • Employees are required to encrypt their hard drives, and User access profiles are managed centrally through LastPass and our HR/ contractor onboarding and offboarding processes. - Page 253 -Item #25. hostcompliance.com | info@granicus.com page 42 • We document and inventory our hardware (e.g., employee laptops and monitors), software, and online applications. • We retain logs of all database interactions (limited to Host Compliance employees and contractors) that stores stored data for 3 days. We retain all application logs for 15 days. • Virtually all of the information we store is publicly-available information (e.g., platform listings, publicly available government records). Credit card and bank account information is not persisted anywhere on our system and is instead passed directly to our third-party payment processor, Stripe, Inc. Stripe, Inc. is a vendor certified to PCI Service Provider Level 1 (the most stringent level of certification available in the payments industry) that processes payments for more than 100,000 other companies and organizations including Amazon, Target, and UNICEF. For the limited personal information we retain (primarily for our Permitting/Registration and Tax Collection customers), the information is stored in highly-secure Amazon S3 buckets that are protected by appropriate security mechanisms that have been reviewed and approved by various customers’ cybersecurity teams, including Los Angeles and Seattle. - Page 254 -Item #25. hostcompliance.com | info@granicus.com page 43 Pricing Since our services are delivered in the form of SaaS offerings, we do not charge separately for labor hours nor do we have hourly billing rates for our software algorithms. While we have explored the “bounty” method of pricing for ID’s, without our ability to control to whom and when to send out outreach letters (or even set penalties), we are not able to reliably capture the value of our services. Instead, Granicus’ proposed STR software and services are offered as an annual subscription service, and our pricing model is driven by the volume of STRs to be monitored. Base Solution Price Notes (if applicable) Address Identification $50,827.50/yr Compliance Monitoring $15,727/yr Mobile Permitting $11,184/yr Tax Collection $11,184/yr 24/7 Dedicated Hotline $12,582/yr Rental Activity Monitoring $20,970/yr Our pricing philosophy is always to be fair and transparent, and work in a partnership to ensure a high ROI on our services for our clients. For the avoidance of doubt, the proposed annual prices also include all the cost of implementing and customizing the software and services, associated reporting, dashboards, data exports, and all training, support, maintenance, telephone, and software licensing fees. In other words, there is no separate pricing for yearly maintenance, data conversion, training costs, or any other associated costs, nor is there an implementation cost (as we spread the cost over the expected life of the contract through our subscription). Concerning competitiveness of pricing, with the relatively small number of entrants in this space and government proposals subject to public records requests, there is substantial transparency into how each competitor prices. The pricing provided here is consistent with our general pricing practices, and given our RFP “win” rate, we believe that our pricing is a good value proposition that ensures a high ROI, a quality product, a top notch staff experience, industry-leading security, and cutting edge “big data” technology. While you may receive a lower price quote, we do not believe it is sustainable, and encourage you to carefully check references and financial stability. Moreover, our better performance in identification and eliciting short term lodging compliance will typically more than offset any difference in subscription fees (e.g., the difference in fees is typically outweighed by our identifying <5% more STRs). - Page 255 -Item #25. - Page 256 -Item #25. granicus.com | info@granicus.com page 1 Granicus Exceptions to RFP No. 2020-753 2.12 Guarantee/Warranty: Proposer warrants that it takes all precautions that are standard in the industry to increase the likelihood of a successful performance of the proposer products and services, however, the proposer products and services are provided “AS IS” and as available. Unless otherwise specified by the City of Tybee Island, the Proposer will unconditionally guarantee the materials and workmanship for one (1) year from completion of the project or delivery of goods. If, within the guarantee period, any defects occur which are due to faulty material and or services, the contractor, at his expense, will repair or adjust the condition, or replace the material, to comply with the contract requirements and applicable standards thereof. These repairs, replacements or adjustments will be made only at such time as will be designated by the City of Tybee Island as being least detrimental to the operation of the City. 2.13 Liability Provisions: Where proposers are required to enter or go onto City of Tybee Island property to take measurements or gather other information in order to prepare the Proposal as requested by the City, the proposer will be liable for any injury, damage or loss occasioned by negligence of the proposer, his agent, or any person the proposer has designated to prepare the proposal and will indemnify and hold harmless City of Tybee Island from any liability arising there from. The contract document specifies the liability provisions required of the successful proposer in order to be awarded a contract with City of Tybee Island. Notwithstanding any provisions to the contrary, in no event will proposer’s liability under the contract exceed the fees paid by the City for the proposer’s products and services during the six (6) months immediately preceding the date the City notifies the proposer in writing of a claim for damages. 2.14 Cancellation of Contract: The contract may be canceled or suspended by City of Tybee Island either party in whole or in part by written notice of default to the other partyContractor upon non-performance or violation of contract terms no less than thirty (30) days prior to the cancellation or suspension’s effective date during which time defaulting party may cure the default. An award may be made to the next higher ranked Proposer, for articles and/or services specified or they may be purchased on the open market. The defaulting Contractor (or his surety) will be liable to City of Tybee Island for costs to the City of Tybee Island in excess of the defaulted contract prices. See the contract documents for complete requirements. 2.17 Insurance Provisions, General: c. Special Requirements: iii. Cancellation: In the event of any suspension, cancellation, or material change to any policy, Contractor agrees to provide no less than thirty (30) days prior written notice to the City of Tybee Island. Each insurance policy that applies to this request must be endorsed to state that it will not be suspended, voided, or canceled, except after thirty (30) days prior to written notice by certified mail, return receipt requested, has been given to the City of Tybee Island. ATTACHMENT A CITY OF TYBEE - INSTRUCTIONS TO PROPOSER SIGNATURE SHEET B. Proceed in good faith to negotiate Enter a contract with City of Tybee Island to do and/or furnish everything necessary to provide the service and/or accomplish the work as stated and/or specified in this RFP for the proposal amount, and; - Page 257 -Item #25. REQUEST FOR PROPOSAL RFP NO. 2020-753 STVR PROGRAM MANAGEMENT SERVICES PROPOSAL DUE: TUESDAY, AUGUST 18, 2020 by 2:00pm CITY OF TYBEE ISLAND, GEORGIA SHIRLEY SESSIONS, MAYOR BARRY BROWN, MAYOR PRO TEM SPEC HOSTI MONTY PARKS NANCY DEVETTER JOHN BRANIGIN JAY BURKE DOCUMENT CHECK LIST The following documents are contained in and made a part of this RFP Package, and are required to be submitted with the Proposal. It is the responsibility of the Proposer to read, complete and sign, where indicated, and return these documents with the Proposal. FAILURE TO DO SO MAY BE CAUSE FOR DISQUALIFICATION OF THE PROPOSER INTRODUCTION SPECIFICATIONS AND REQUIREMENTS INSTRUCTIONS TO PROPOSERS GENERAL INFORMATION EVALUATION CRITERIA ATTACHMENTS: A. SIGNATURE SHEET; B. SAVE AFFIDAVIT; C. E-VERIFY CONTRACTOR AFFIDAVIT; D. VENDOR INFORMATION; E. PROPOSAL FORM; F. CHECKLIST INTRODUCTION This is a request for proposals to supply the City of Tybee Island, Georgia (sometimes hereinafter referred to as “Owner”) with services as indicated herein. Sealed proposals must be received by 2:00pm local time, on Tuesday, August 18, 2020. The City of Tybee Island reserves the right to reject any or all proposals. The City of Tybee Island is seeking proposals for a Short Term Vacation Rental Management company to provide the following services: • Identification of non-compliant STVR properties within the City limits. • Rental activity and compliance monitoring, notification, and reporting. - Page 258 -Item #25. " M o n i t o r f o r d e l i n q u e n t t a x e s . A s s i s t w i t h c o l l e c t i o n s . " 2 4 h o u r S T V R c o m p l i a n c e h o t l i n e . " O n - l i n e a n d m o b i l e r e g i s t r a t i o n a n d t a x p a y m e n t s y s t e m B A C K G R O U N D I N F O R M A T I O N : T y b e e I s l a n d i s a s m a l l , c o a s t a l b a r r i e r i s l a n d c o m m u n i t y l o c a t e d i n C h a t h a m C o u n t y , G a a b o u t 2 0 m i l e s e a s t o f S a v a n n a h , a t t h e m o u t h o f t h e S a v a n n a h R i v e r . T h e c i t y c u r r e n t l y h a s a r e s i d e n t i a l p o p u l a t i o n o f a b o u t 3 0 0 0 , w i t h a s e a s o n a l t o u r i s t p o p u l a t i o n a p p r o a c h i n g 3 0 , 0 0 0 d u r i n g p e a k w e e k e n d s . T y b e e I s l a n d i s a p o p u l a r y e a r - r o u n d t o u r i s t d e s t i n a t i o n , a n d t h e l o c a l e c o n o m y i s h e a v i l y r e l i a n t o n t h i s s e c t o r . M a n y v i s i t o r s c h o o s e t o u t i l i z e t h e s h a r i n g e c o n o m y o f v a c a t i o n h o m e r e n t a l s f o r t h e i r l o d g i n g , s p e c i f i c a l l y u t i l i z i n g p l a t f o r m s s u c h a s A i r B & B , V R B O a n d H o m e A w a y w h e n v i s i t i n g . T h e r e a r e a l s o a n u m b e r o f h o t e l s , a n d s o m e l a r g e v a c a t i o n r e n t a l p r o p e r t y m a n a g e m e n t c o m p a n i e s l o c a t e d o n t h e i s l a n d . A l t o g e t h e r , t h e r e a r e a p p r o x i m a t e l y 1 , 5 0 0 v a c a t i o n r e n t a l u n i t s . T h e C i t y o f T y b e e I s l a n d c u r r e n t l y h a s a f u l l t i m e B u s i n e s s L i c e n s e / S T V R C o o r d i n a t o r i n t h e P l a n n i n g & D e v e l o p m e n t D e p a r t m e n t , w h o i s d e d i c a t e d t o b o t h r e v i e w i n g a n d i s s u i n g p e r m i t s , a n d s e r v e s a s t h e m a i n p o i n t o f c o n t a c t f o r t h e P r o g r a m . A C i t y M a r s h a l a n d C o d e E n f o r c e m e n t O f f i c e r s a r e e m p l o y e d t o a d d r e s s a n y z o n i n g a n d n o n - c o m p l i a n c e c o m p l a i n t s . T h e C i t y h a s a p p r o x i m a t e l y 1 5 0 0 p e r m i t t e d p r o p e r t y m a n a g e m e n t c o m p a n i e s a n d S T V R s , t o d a t e . T h e m a j o r i t y o f C o d e i s s u e s a r e o p e r a t o r s t h a t a r e o u t o f c o m p l i a n c e w i t h t h e O r d i n a n c e f o r f a i l u r e t o p a y h o t e l / m o t e l t a x , d i s p l a y p r o p e r s i g n a g e a n d / o r , r e g i s t e r f o r a p e r m i t . M E T H O D O F A W A R D : I f t h e C i t y o f T y b e e I s l a n d a w a r d s a c o n t r a c t a s a r e s u l t o f t h i s R F P , i t w i l l b e a w a r d e d t o t h e r e s p o n s i b l e p r o p o s e r d e e m e d a b l e t o p r o v i d e t h e b e s t v a l u e f o r t h e C i t y . T h e a w a r d w i l l t a k e i n t o a c c o u n t p r i c e a m o n g o t h e r f a c t o r s a s s p e c i f i e d i n t h i s R F P . T h e C i t y r e s e r v e s t h e r i g h t t o s e l e c t t h e p r o p o s e r w h i c h b e s t m e e t s t h e C i t y s g o a l s a n d o b j e c t i v e s , n e e d s , b u d g e t c o n s t r a i n t s , a n d q u a l i t y l e v e l s , a s w e l l a s i t s e d u c a t i o n a l a n d s e r v i c e l e v e l e x p e c t a t i o n s . T h e C i t y r e s e r v e s t h e r i g h t t o a w a r d a c o n t r a c t t o o n e o r m u l t i p l e v e n d o r s , a n d f o r o n e o r a l l s p e c i f i c a t i o n s . S i g n a t u r e o f p r o p o s e r i n d i c a t e s u n d e r s t a n d i n g a n d i n t e n d e d c o m p l i a n c e w i t h t h e t e r m s o f t h i s r e q u e s t , t h e r e q u i r e m e n t s h e r e i n , a n d a n y s u b s e q u e n t a w a r d o r c o n t r a c t . A l l s p e c i f i c a t i o n s , c o n d i t i o n s , a n d r e p r e s e n t a t i o n s m a d e i n t h i s r e q u e s t w i l l b e c o m e a n i n t e g r a l p a r t o f t h e c o n t r a c t . N o t h i n g c o n t a i n e d w i t h i n t h i s R F P i s i n d i c a t i v e o f i n t e n t b y t h e C i t y o f T y b e e I s l a n d t o r e i m b u r s e t h e p r o p o s e r , i n w h o l e o r i n p a r t , f o r a n y c o s t s a s s o c i a t e d w i t h p r e p a r a t i o n , s u b m i s s i o n , o r p r e s e n t a t i o n o f p r o p o s a l s . I n s t r u c t i o n s f o r p r e p a r a t i o n a n d s u b m i s s i o n o f a p r o p o s a l a r e c o n t a i n e d i n t h i s R F P p a c k a g e . P l e a s e n o t e t h a t s p e c i f i c f o r m s f o r s u b m i s s i o n o f a p r o p o s a l a r e r e q u i r e d . T h e C i t y o f T y b e e I s l a n d h a s a n e q u a l o p p o r t u n i t y p u r c h a s i n g p o l i c y t o a s s u r e a l l p r o c u r e m e n t p r o c e d u r e s a r e c o n d u c t e d i n a m a n n e r t h a t p r o v i d e s m a x i m u m o p e n a n d f r e e c o m p e t i t i o n . T h e C i t y s e e k s t o e n s u r e t h a t a l l s e g m e n t s o f t h e b u s i n e s s c o m m u n i t y h a v e a c c e s s t o s u p p l y i n g t h e g o o d s a n d s e r v i c e s n e e d e d b y t h e C i t y . T h e C i t y p r o v i d e s e q u a l o p p o r t u n i t y f o r a l l b u s i n e s s e s a n d d o e s n o t d i s c r i m i n a t e a g a i n s t a n y p e r s o n s o r b u s i n e s s e s r e g a r d l e s s o f r a c e , c o l o r , r e l i g i o n , a g e , s e x , n a t i o n a l o r i g i n o r h a n d i c a p . T h e C i t y o f T y b e e I s l a n d i s s e e k i n g a p r o p o s a l p a c k a g e f o r s e r v i c e s o r m a t e r i a l s e q u a l t o o r e x c e e d i n g s p e c i f i c a t i o n s s e t f o r t h o n t h e a t t a c h e d p a g e s . T h o s e n o t m e e t i n g t h e s e s t a n d a r d s w i l l b e r e j e c t e d . T h e a t t a c h e d m a t e r i a l s p e c i f i c a t i o n s b e c o m e a n d r e m a i n a p a r t o f t h i s R F P . A l l r e s p o n s e s , i n q u i r i e s , o r c o r r e s p o n d e n c e r e l a t i n g t o , o r i n r e f e r e n c e t o , t h i s R F P , a n d a l l r e p o r t s , c h a r t s , d i s p l a y s , s c h e d u l e s , e x h i b i t s a n d o t h e r d o c u m e n t a t i o n b y t h e p r o p o s e r s w i l l b e c o m e t h e - P a g e 2 5 9 - I t e m # 2 5 . property of the City when received. The City retains the right to use any or all ideas presented in any response to this RFP, whether amended or not. Selection or rejection of the proposal does not affect this right. SPECIFICATIONS AND REQUIREMENTS 1. Identification of Noncompliant Short Term Rental Properties • Identify properties that are advertising as STVR but have not registered with the City. • Maintain list of all addresses and contact information for property owners and related rental management companies (if applicable). Keep updated list of website URLs for all properties. • Monitor new listings for non-compliance. • Provide monthly reports to the City documenting STVR related investigations. 2. Rental Activity and Compliance Monitoring, Notification, and Reporting • Monitor STVR properties for zoning and permit compliance. • Monitor STVR properties for noise complaints, overcrowding, and parking issues. • Notify City and of any noncompliance issues, and contact noncompliant property owners and management companies for resolution. • Compile weekly report of any above related issues for the City. 3. Monitor for delinquent taxes. Assist with collections. • Track tax payments for registered STVR properties • Assist City with collection of STVR tax delinquencies. • Monthly pro-active outreach to STVR owners regarding tax remittance issues, including emails, and City form letters. 4. Maintain 24 hour STVR compliance hotline. • Provide 24/7 staffed telephone number for residents to report non-emergency STVR issues. Contact owners of problematic properties. • Provide web-based platform for residents to report non-emergency issues, which will allow submission of evidence (photos, sound recordings, video) and initiate automatic and immediate follow-up. • Provide to the City custom reports and analysis of hotline related activities and subsequent resolutions. 5. Provide on-line registration and tax payment system. • Provide and maintain on-line registration and tax collection processes that capture all required documentation, signatures and payments electronically. 1. INSTRUCTIONS TO PROPOSERS Purpose: The purpose of this document is to provide general and specific information for use in submitting a proposal to supply the City of Tybee Island with equipment, supplies, and/or services as described herein. All RFPs are governed by the Code of the City of Tybee Island, Georgia, 15-2015 Sec 1, Art VII, Procurement, Sec 2-400, and the laws of the State of Georgia. Proposers must carefully review all provisions of, and attachments to, this document prior to submission. Each proposal constitutes an offer and cannot be withdrawn except as provided herein. - Page 260 -Item #25. This RFP and any attachments, plans, and/or other related documents can be found on the City’s website at https://www.cityoftybee.org/Bids.aspx. It is incumbent upon the proposer to check the website for additional information and/or addendums. 1.1 How to Prepare Proposals: All Proposals: a. Must be prepared on the forms enclosed herewith, unless otherwise prescribed, and all documents must be submitted. b. Must be signed by the business owner or authorized representative, with all erasures or corrections initialed and dated by the official signing the Proposal. ALL SIGNATURE SPACES MUST BE SIGNED. c. Should include a separate cost for each specification on the response form (Attachment E) 1.2 How to Submit Proposals: One original, and one electronic copy (usb flash drive) must be submitted in a sealed opaque envelope, plainly marked with the RFP number and title, and proposer’s company name, to the office of the address below prior to the time specified. Include your proposal, and all required attachments, which can be found at the end of this document. • Include all requested documents (See attachment ‘F’) • City/County Occupational Tax Certificate Requirement: Contractor must supply a copy of their Occupational Tax Certificate as proof of payment of the occupational tax where their office is located. In addition, if a contract is awarded, contractors that are not located on Tybee Island are required to obtain a Tybee Island contractor registration. Contact Sharon Shaver for additional information, at 912-472-5072, or in person at Tybee Island City Hall 403 Butler Ave, Tybee Island, Ga • Include at least three (3) references documenting your experience with similar projects. Include name of project, location, and current reference contact information including name, phone number, and email address. In addition to the information above, submit a written description of how these projects relate to this RFP. • All Proposals must be hand delivered, mailed, or sent by courier in sufficient time to ensure receipt by the Purchasing Agent on or before the time and date specified above. Include RFP #2020-753 on front of envelope. • Courier or hand deliver response package to: MELISSA FREEMAN TYBEE ISLAND CITY HALL 403 BUTLER AVE TYBEE ISLAND, GA. 31328 - Page 261 -Item #25. " P r o p o s a l s m a y b e s u b m i t t e d v i a U S M a i l , b u t p r o p o s e r s c h o o s i n g t h i s m e t h o d s h o u l d a l l o w a t l e a s t a n a d d i t i o n a l 2 4 h o u r s f o r d e l i v e r y : M E L I S S A F R E E M A N C I T Y O F T Y B E E I S L A N D P O B O X 2 7 4 9 T Y B E E I S L A N D , G A . 3 1 3 2 8 F A X E D O R E - M A I L E D C O P I E S W I L L N O T B E C O N S I D E R E D . P R O P O S A L S N O T R E C E I V E D B Y T H E T I M E A N D D A T E S P E C I F I E D W I L L N O T B E O P E N E D . 1 . 3 H o w t o S u b m i t a n O b j e c t i o n : P o t e n t i a l p r o p o s e r s m u s t p r e s e n t a n y w r i t t e n o b j e c t i o n t o t h i s R F P a t l e a s t s e v e n ( 7 ) d a y s p r i o r t o t h e p r o p o s a l d u e d a t e . T h e o b j e c t i o n s c o n t e m p l a t e d m a y p e r t a i n t o f o r m a n d / o r s u b s t a n c e o f t h e R F P d o c u m e n t s . O b j e c t i o n s m u s t b e m a d e i n w r i t i n g t o t h e P u r c h a s i n g a g e n t , M e l i s s a F r e e m a n m f r e e m a n @ c i t y o f t y b e e . o r g . E m a i l s u b j e c t l i n e : O b j e c t i o n t o R F P # 2 0 2 0 - 7 5 3 . 1 . 4 E r r o r s i n R F P r e s p o n s e s : P r o p o s e r s a r e e x p e c t e d t o f u l l y i n f o r m t h e m s e l v e s a s t o t h e c o n d i t i o n s , r e q u i r e m e n t s , a n d s p e c i f i c a t i o n s o f t h i s R F P b e f o r e s u b m i t t i n g a p r o p o s a l . F a i l u r e t o d o s o w i l l b e a t t h e P r o p o s e r ' s o w n r i s k . I n c a s e o f e r r o r i n e x t e n s i o n o f p r i c e s i n t h e p r o p o s a l , t h e u n i t p r i c e w i l l g o v e r n . 1 . 5 Q u e s t i o n s c o n c e r n i n g R F P : Q u e s t i o n s , i n q u i r i e s , s u g g e s t i o n s , o r r e q u e s t s c o n c e r n i n g i n t e r p r e t a t i o n , c l a r i f i c a t i o n o r a d d i t i o n a l i n f o r m a t i o n c o n c e r n i n g a n y p o r t i o n o f t h i s R F P m u s t b e m a d e b y e m a i l , s e n t t o t h e b e l o w n a m e d i n d i v i d u a l , w h o w i l l b e t h e o f f i c i a l p o i n t o f c o n t a c t f o r t h i s R F P . Q u e s t i o n s m u s t b e s u b m i t t e d n o l a t e r t h a n A u g u s t 1 7 , 2 0 2 0 . M a r k s u b j e c t l i n e o n e - m a i l Q u e s t i o n s o n R F P 2 0 2 0 - 7 5 3 , S T V R P r o g r a m M g m t P O I N T O F C O N T A C T : M e l i s s a F r e e m a n m f r e e m a n @ c i t y o f t y b e e . o r g F a i l u r e o f a P r o p o s e r t o a s k q u e s t i o n s , r e q u e s t c h a n g e s , o r s u b m i t o b j e c t i o n s b y t h e d a t e s i n d i c a t e d a b o v e s h a l l c o n s t i t u t e t h e P r o p o s e r ' s a c c e p t a n c e o f a l l o f t h e t e r m s , c o n d i t i o n s a n d r e q u i r e m e n t s s e t f o r t h i n t h i s R F P . A l l q u e s t i o n s w i l l b e a n s w e r e d i n a n a d d e n d u m t o t h i s R F P , w h i c h w i l l b e p o s t e d t o t h e w e b s i t e a f t e r t h e a b o v e d e a d l i n e . 1 . 6 A d d e n d u m s t o R F P : A n y c h a n g e s t o t h e c o n d i t i o n s o r s p e c i f i c a t i o n s i n t h i s R F P m u s t b e i n t h e f o r m o f a w r i t t e n a d d e n d u m t o b e v a l i d . I f t h e C i t y o f T y b e e I s l a n d i s s u e s a n a d d e n d u m t o t h i s R F P , i t w i l l b e p o s t e d b y t h e P u r c h a s i n g A g e n t o n t h e C i t y s w e b s i t e . T h e i s s u a n c e o f a w r i t t e n a d d e n d u m b y t h e P u r c h a s i n g A g e n t i s t h e o n l y o f f i c i a l m e t h o d b y w h i c h i n t e r p r e t a t i o n , c l a r i f i c a t i o n o r a d d i t i o n a l i n f o r m a t i o n w i l l b e g i v e n . T h e C i t y o f T y b e e - P a g e 2 6 2 - I t e m # 2 5 . Island will not be responsible for any oral representation given by any employee, representative or others. Proposer must acknowledge each addendum in the response. It is solely your responsibility as a proposer to ensure that you have received all addenda and incorporated the changes into your response before submission. Unless otherwise specified in an addendum, the due date and time remains as listed above. 2 GENERAL INFORMATION 2.1 Specifications: Any obvious error or omission in specifications will not inure to the benefit of the proposer but will put the proposer on notice to inquire of or identify the same from the City of Tybee Island. Whenever herein mentioned is made of any article, material or workmanship to be in accordance with laws, ordinances, building codes, underwriter's codes, A.S.T.M. regulations or similar expressions, the requirements of these laws, ordinances, etc., will be construed to be the minimum requirements of these specifications. 2.2 Standards for Acceptance of Proposal for Contract Award: City of Tybee Island reserves the right to reject any or all proposals and to waive any irregularities or technicalities in proposals received whenever such rejection or waiver is in the best interest of City of Tybee Island. City of Tybee Island reserves the right to reject the proposal of a proposer who has previously failed to perform properly or complete on time contracts of a similar nature, or a proposal from a proposer whom investigation shows is not in a position to perform the contract. 2.3 Proposer: Whenever the term "proposer" is used it will encompass the "person," "business," "supplier," "vendor," or other party submitting a proposal to City of Tybee Island in such capacity before a contract has been entered into between such party and City of Tybee Island. 2.4 Responsible / Responsive proposer: Responsible proposer means a person or entity that has the capability in all respects to perform fully and reliably the contract requirements. Responsive proposer means a person or entity that has submitted a proposal that conforms in all material respects to the requirements set forth in the RFP. 2.5 Compliance with Laws: The proposer will obtain and maintain all licenses, permits, liability insurance, workman's compensation insurance and comply with any and all other standards or regulations required by federal, state, county or city statute, ordinances and rules during the performance of any contract between the contractor and City of Tybee Island. Any such requirement specifically set forth in any contract document between the contractor and City of Tybee Island will be supplementary to this section and not in substitution thereof. 2.6 Contractor: Contractor or subcontractor means any person or business having a contract with City of Tybee Island. The Contractor/Vendor of goods, material, equipment or services certifies that they will follow equal employment opportunity practices in connection with the awarded contract as more fully specified in the contract documents. 2.7 State Licensing Board for General Contractors: If applicable, pursuant to Georgia law, any proposer must be a Georgia licensed General Contractor (Contractor work or activity that is unlimited in scope regarding any residential or commercial projects). - Page 263 -Item #25. 2.8 Security & Immigration Compliance: On 1 July 2007, the Georgia Security and Immigration Compliance Act (SB 529, Section 2) became effective. All contractors and subcontractors with 100 or more employees entering into a contract or performing work must sign an affidavit that he/she has used the E-Verify System. E-Verify is a no-cost federal employment verification system to insure employment eligibility. No proposals will be considered unless a signed E-Verify Affidavit is enclosed with the submittal package. Affidavits are enclosed in this solicitation. You may download M-274 Handbook for Employers at http://www.dol.state.ga.us/spotlight/employment/rules. You may go to http://www.uscis.gov to find the E-Verify information. Systematic Alien Verification for Entitlements (SAVE) Program: O.C.G.A. 50-36-1 required Georgia cities to comply with the federal Systematic Alien Verification for Entitlements (SAVE) Program. SAVE is a federal program used to verify that applicants for certain “public benefits” are legally present in the United States. Contracts with the City are considered “public benefits.” Responders are required to provide the Affidavit Verifying Status for City of Tybee Benefit Application prior to receiving any City contract. The affidavit is included as part of this RFP package. Protection of Resident Workers. City of Tybee Island actively supports the Immigration and Nationality Act (INA), which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers can hire only persons who can legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of any hiree, which includes completing the Employment Eligibility Verification Form (I-9). The Contractor will establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. 2.9 Permitting and Approvals: The contractor that is awarded the contract will be responsible for securing all necessary federal, state and local approvals required for the project. 2.10 Prices to be Firm: Proposer warrants that proposal prices, terms and conditions quoted in the proposal will be firm for acceptance for a period of sixty (60) days from proposal opening date, unless otherwise stated in the RFP. 2.11 Quality: All materials or supplies used for, or the workmanship employed in, any construction necessary to comply with this RFP, will be of the best quality, and adhere to the highest industry standards. 2.12 Guarantee/Warranty: Unless otherwise specified by the City of Tybee Island, the Proposer will unconditionally guarantee the materials and workmanship for one (1) year from completion of the project or delivery of goods. If, within the guarantee period, any defects occur which are due to faulty material and or services, the contractor, at his expense, will repair or adjust the condition, or replace the material, to comply with the contract requirements and applicable standards thereof. These repairs, replacements or adjustments will be made only at such time as will be designated by the City of Tybee Island as being least detrimental to the operation of the City. 2.13 Liability Provisions: Where proposers are required to enter or go onto City of Tybee Island property to take measurements or gather other information in order to prepare the Proposal as requested by the City, the proposer will be liable for any injury, damage or loss occasioned by negligence of the proposer, his agent, or any person the proposer has designated to prepare - Page 264 -Item #25. the proposal and will indemnify and hold harmless City of Tybee Island from any liability arising there from. The contract document specifies the liability provisions required of the successful proposer in order to be awarded a contract with City of Tybee Island. 2.14 Cancellation of Contract: The contract may be canceled or suspended by City of Tybee Island in whole or in part by written notice of default to the Contractor upon non-performance or violation of contract terms. An award may be made to the next higher ranked Proposer, for articles and/or services specified or they may be purchased on the open market. The defaulting Contractor (or his surety) will be liable to City of Tybee Island for costs to the City of Tybee Island in excess of the defaulted contract prices. See the contract documents for complete requirements. 2.15 Certification of Independent Price Determination: By submission of this proposal, the Proposer certifies, and in the case of a joint proposal each party thereto certifies as to its own organization, that in connection with this procurement: a. The prices in this proposal have been arrived at independently, without consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other proposer or with any competitor; b. Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior to opening, directly or indirectly to any other proposer or to any competitor; and c. No attempt has been made or will be made by the proposer to induce any other person or firm to submit or not to submit a proposal for the purpose of restricting competition. 2.16 Qualification of Business (Responsible Proposer): the Scope of Work, specifications and plans define a responsible Proposer as one who meets, or by the date of the proposal acceptance can meet, certifications, all requirements for licensing, insurance, and registrations, or other documentation required. The City has the right to require any or all proposers to submit documentation of the ability to perform, provide, or carry out the service or provide the product requested. The City has the right to disqualify the proposal of any proposer as being unresponsive or un-responsible whenever such Proposer cannot document the ability to deliver the requested product or service. 2.17 Insurance Provisions, General: The selected proposer to whom the contract is awarded will be required to procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property that may arise from, or in connection with, the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance must be included in the proposal. a. General Information that must appear on a Certificate of Insurance: i. Name of the Producer (proposer’s insurance Broker/Agent). ii. Companies affording coverage (there may be several). iii. Name and Address of the Insured (this is the Company or Parent of the firm the City is contracting with). iv. A Summary of all current insurance for the insured (includes effective dates of coverage). v. A brief description of the operations to be performed, the specific job to be performed, and contract number. vi. Certificate Holder (Must include the City of Tybee Island as a certificate holder - Page 265 -Item #25. and an additional insured). THE INSURANCE CERTIFICATE IS TO IDENTIFY THE CITY OF TYBEE ISLAND AS A CERTIFICATE HOLDER AND AS AN ADDITIONAL INSURED FOR GENERAL, AUTO, UMBRELLA, AND EXCESS LIABILITY COVERAGES. b. Minimum Limits of Insurance to be maintained for the duration of the contract: i. Commercial General Liability: Provides protection against bodily injury and property damage claims arising from operations of a Contractor. This policy coverage includes premises and operations, use of independent contractors, products/completed operations, personal injury, contractual, broad form property damage, and underground, explosion and collapse hazards. Minimum limits: $2,000,000 bodily injury and property damage per occurrence and annual aggregate. THE INSURANCE REQUIREMENTS AND LIMITS STATED HEREIN MAY BE SATISFIED BY A COMBINATION OF PRIMARY, UMBRELLA &/OR EXCESS COVERAGES. c. Special Requirements: i. Extended Reporting Periods: The Contractor must provide the City of Tybee Island with a notice of the election to initiate any Supplemental Extended Reporting Period and the reason(s) for invoking this option. ii. Reporting Provisions: Any failure to comply with reporting provisions of the policies will not affect coverage provided in relation to this request. iii. Cancellation: Each insurance policy that applies to this request must be endorsed to state that it will not be suspended, voided, or canceled, except after thirty (30) days prior to written notice by certified mail, return receipt requested, has been given to the City of Tybee Island. iv. Proof of Insurance: City of Tybee Island must be furnished with certificates of insurance and with original endorsements affecting coverage required by this request. The certificates and endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All certificates of insurance are to be submitted prior to, and approved by, the City of Tybee Island before services are rendered. The Contractor must ensure Certificate of Insurance is updated for the entire term of the City of Tybee Island contract. v. Insurer Acceptability: Insurance is to be placed with an insurer having an A.M. Best’s rating of A and a five (5) year average financial rating of not less than V. If an insurer does not qualify for averaging on a five-year basis, the current total Best’s rating will be used to evaluate insurer acceptability. vi. Lapse in Coverage: A lapse in coverage will constitute grounds for contract termination by the City of Tybee Island Mayor and Council. vii. Deductibles and Self-Insured Retention: Any deductibles or self-insured retention must be declared to, and approved by, the City of Tybee Island. At the option of the City of Tybee Island, either: the insurer will reduce or eliminate such deductibles or - Page 266 -Item #25. self-insured retention as related to the City of Tybee Island, its officials, officers, employees, and volunteers; or the Contractor will procure a bond guaranteeing payment of related suits, losses, claims, and related investigation, claim administration and defense expenses. 2.18 Compliance with Specification - Terms and Conditions: The RFP, Legal Advertisement, General Conditions and Instructions to Proposers, Specifications, Special Conditions, Addendum, and/or any other pertinent documents form a part of the Proposal and by reference are made a part hereof. 2.19 Signed Proposal Considered Offer: The signed Proposal will be considered a binding offer on the part of the Proposer, which offer will be deemed accepted upon approval by the City of Tybee Island Mayor and Council, Purchasing Agent or designee, as may be applicable. In case of a default on the part of the Proposer after such acceptance, the City of Tybee Island may take such action as it deems appropriate, including legal action, for damages or lack of required performance. 2.20 Notice to Proceed: The successful proposer must not commence work under this RFP until a written contract is awarded and a Notice to Proceed is issued by the Purchasing Agent or his designee, or as specified in the Special Conditions. If the successful Proposer does commence any work or deliver items prior to receiving official notification, he does so at his own risk. 2.21 Protest Policy: Any proposer who is aggrieved in connection with the award of a contract may file a protest with the Purchasing Agent. The protest must be submitted no later than 48 hours prior to the date the award recommendation is scheduled to be approved by City Council. Recommendations to Council are usually posted on the preliminary agenda on the City's website on the Thursday prior to the Council meeting date. It is the proposer's responsibility to ascertain the City's recommendation for award.. Protests must be made in writing to the Purchasing agent, Melissa Freeman at mfreeman@cityoftybee.org, with the subject line Protest: RFP #2020-741, and must include the following information: a. Name, address, email address, and telephone numbers of the protester; b. RFP number; c. Detailed statement of the legal and factual grounds for the protest, including a description of resulting harm to the protester; d. Copies of supporting documents, if any; e. Statement of relief requested; f. All information establishing that the protester is an interested party for the purpose of filing a protest on an award decision; g. All information establishing the timeliness of the protest. 2.22 Payment to Contractors: Instructions for invoicing the City of Tybee Island for products delivered to the City are specified in the contract document. a. Questions regarding payment may be directed to the Accounting Department at 912-472-5024 or City of Tybee Island’s Project Manager as specified in the contract documents. b. Contractors will be paid the agreed upon compensation upon satisfactory delivery of the products or completion of the work as more fully described in the contract document. c. City of Tybee Island is a tax-exempt entity. Every contractor, vendor, business or person under contract with City of Tybee Island is required by Georgia law to pay State sales or use taxes for products purchased in Georgia or transported into Georgia and sold to City - Page 267 -Item #25. of Tybee Island by contract. Please consult the State of Georgia, Department of Revenue, Sales and Use Tax Unit in Atlanta (404) 656-4065 for additional information. 2.23 Owner’s Rights Concerning Award: The Owner reserves the right, and sole and complete discretion to waive technicalities and informalities. The Owner further reserves the right, and sole and complete discretion to reject all proposals, and any proposal that is not responsive or that is over the budget, as amended, or that fails to suit the needs of the City as determined by the Owner in its sole discretion. In judging whether the Proposer is responsible, the Owner will consider, but is not limited to consideration of, the following: a. Whether the Proposer or principals are currently ineligible, debarred, suspended, or otherwise excluded from contracting by any state or federal agency, department, or authority; b. Whether the Proposer or principals have been terminated for cause or are currently in default on a public works contract; c. Whether the Proposer can demonstrate a commitment to safety with regard to Workers' Compensation by having an experience Modification Rate (EMR) over the past three years not having exceeded an average of 1.2; and d. Whether the Proposer’s past work provides evidence of an ability to successfully complete public works projects within the established time, quality, or cost, or to comply with the Proposer’s contract obligations. 2.24 Debarred or Suspended Subcontractors: Contractor will not subcontract, and will ensure that no subcontracts are awarded at any tier, to any individual, firm, partnership, joint venture, or any other entity regardless of the form of business organization, that is on the Federal Excluded Parties List System (EPLS) at https://www.epls.gov or the State of Georgia, DOAS, State Purchasing Exclusion listing, or other local government entity. This includes pending litigation or claims with the City or other government entities. Contractor will immediately notify City of Tybee Island in the event any subcontractor is added to a Federal, State or other Government Entity listing after award of the subcontract. 2.25 Cone of Silence: Lobbying of Procurement Evaluation Committee members, City employees, and elected officials regarding this product or service solicitation, Request for Proposal (RFP) or contract by any member of a proposer’s staff, or those people employed by any legal entity affiliated with an organization that is responding to the solicitation is strictly prohibited. Negative campaigning through the mass media about the current service delivery is strictly prohibited. Such actions will cause render your proposal invalid. 2.26 Georgia Open Records Act: The responses will become part of the City of Tybee Island’s official files without any obligation on the City of Tybee Island’s part. Ownership of all data, materials and documentation prepared for and submitted to City of Tybee Island in response to a solicitation, regardless of type, will belong exclusively to City of Tybee Island and will be considered a record prepared and maintained or received in the course of operations of a public office or agency and subject to public inspection in accordance with the Georgia Open Records Act, Official Code of Georgia Annotated, Section 50-18-70, et. Seq., unless otherwise provided by law. It is the responsibility of the Proposer to notify the City of any documents turned over which contain trade secrets or other confidential matters. A Proposer submitting records which the entity or person believes contains trade secrets and that it wishes to keep such records - Page 268 -Item #25. confidential pursuant to O.C.G.A. § 50-19-72(34) will submit and attach to the records an affidavit affirmatively declaring that specific information in the records constitute trade secrets pursuant to Article 27 of Chapter 1 of Title 10 of the Official Code of Georgia. See also, section 2.27. Proposals will not be opened in public, and the information is exempt from disclosure, including the Open Records Act, until the RFP has been awarded, or all proposals have been rejected. City of Tybee Island will not be held accountable if material from responses is obtained without the written consent of the proposer by parties other than the City of Tybee Island, at any time during the solicitation and evaluation process. 2.27 Georgia Trade Secret Act of 1990: In the event a Proposer submits trade secret information to the City of Tybee Island, the information must be clearly labeled as a Trade Secret. The City of Tybee Island will maintain the confidentiality of such trade secrets to the extent provided by law. 2.28 Contractor Records: The Georgia Open Records Act is applicable to the records of all contractors and subcontractors under contract with the City of Tybee Island. This applies to those specific contracts currently in effect and those that have been completed or closed for up three (3) years following completion. 2.29 Terms of Contract: This is a one-time contract. The City reserves the right to terminate the contract for reasons of violations by the successful proposer of any term or condition of the contract by giving thirty (30) days written notice, unless otherwise stated herein, stating the reasons therefore and giving the party ample time to remedy the deficiencies. 2.30 Audits and Inspections: The contractor and his subcontractors will make available to the City of Tybee Island for examination of all its records with respect to all matters covered by this Contract. It will also permit the City of Tybee Island and/or representatives of the Finance Department to audit, inspect, examine and make copies, excerpts or transcripts from such records of personnel, conditions of employment and other data relating to all matters covered by this Contract. All documents to be audited will be available for inspection between 8am and 5pm in the main offices of the City of Tybee Island or during normal business hours at the offices of the Contractor, as requested by the City of Tybee Island. 3 EVALUATION CRITERIA This is not a bid. There will not be a public opening. The Proposals received in response to this RFP will be evaluated and ranked, by the Proposal Evaluation Team in accordance with the process and evaluation criteria contained below. Responses will be evaluated in light of the material and substantiating evidence presented in the response, and not based on what is inferred. After thoroughly reading and reviewing this RFP, each team member shall conduct his or her independent evaluation of the proposals received, and grade the responses on their merit in accordance with the evaluation criteria set forth in the following table. Criteria Possible Points Quality and thoroughness of the proposal 20 - Page 269 -Item #25. Related experience of the firm and key staff with similar studies 20 References, credentials and/or recommendations from past clients 25 Cost of Services 15 Ability of the firm to provide the services requested. 20 - Page 270 -Item #25. ATTACHMENT A CITY OF TYBEE - INSTRUCTIONS TO PROPOSER SIGNATURE SHEET The Proposer certifies that he/she has examined all documents contained in this RFP package, and is familiar with all aspects of the RFP and understands fully all that is required of the successful Proposer. The Proposer further certifies that his/her Proposal will not be withdrawn for sixty (60) days from the date on which his proposal is submitted to the City. The Proposer agrees, if awarded this Contract, he/she will: A. Furnish, upon receipt of an authorized City of Tybee Island Purchase Order, all services and/or items indicated thereon as specified in this RFP for the proposal amount; or, B. Enter a contract with City of Tybee Island to do and/or furnish everything necessary to provide the service and/or accomplish the work as stated and/or specified in this RFP for the proposal amount, and; COMPANY DATE SIGNATURE TITLE TELEPHONE NUMBER MINORITY/FEMALE BUSINESS DEVELOPMENT PROGRAM: City of Tybee Island City Council established goals oriented to increase participation of minority and female owned businesses, through MBE/WBE certification and development. In order to accurately document participation, businesses submitting bids, quotes or proposals are encouraged to report ownership status. A minority or women business is defined as a business that is at least 51% owned and managed by minority or women. A responder that is certified by any agency of the Federal Government or State of Georgia may submit a copy of their certification with their proposal as proof of qualifications. Proposer that intends to engage in joint ventures or utilize sub-consultants must submit a report of Minority/Women Business Enterprise participation to Melissa Freeman, P.O. Box 2749, and City of Tybee Island, GA 31328. African-American\Black_____ Asian American_____ Hispanic_____ Native American_____ Alaskan Indian_____ Female_____ - Page 271 -Item #25. ATTACHMENT B O.C.G.A. § 50-36-1(e)(2) Affidavit By executing this affidavit under oath, as an applicant for a(n) ____________________ contract for a public benefit as referenced in O.C.G.A. § 50-36-1, from the CITY OF TYBEE ISLAND, Georgia, the undersigned applicant verifies one of the following with respect to my application for a public benefit: 1) _________ I am a United States citizen. 2) _________ I am a legal permanent resident of the United States. 3) _________ I am a qualified alien or non-immigrant under the Federal Immigration and Nationality Act with an alien number issued by the Department of Homeland Security or other federal immigration agency. My alien number issued by the Department of Homeland Security or other federal immigration agency is:____________________. The undersigned applicant also hereby verifies that he or she is 18 years of age or older and has provided at least one secure and verifiable document, as required by O.C.G.A. § 50-36-1(e)(1), with this affidavit. The secure and verifiable document provided with this affidavit can best be classified as: _____________________________________________________________________. In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit will be guilty of a violation of O.C.G.A. § 16-10-20, and face criminal penalties as allowed by such criminal statute. Executed in ___________________ (city), __________________(state). _________________________________ Signature of Applicant _________________________________ Printed Name of Applicant SUBSCRIBED AND SWORN BEFORE ME ON THE ___ DAY OF ___________, 20____ _________________________ NOTARY PUBLIC My Commission Expires: - Page 272 -Item #25. ATTACHMENT C CONTRACTOR AFFIDAVIT under O.C.G.A. § 13-10-91(b) (1) By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13-10-91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services on behalf of CITY OF TYBEE ISLAND has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows: _________________________________ Federal Work Authorization User Identification Number _________________________________ Date of Authorization _________________________________ Name of Contractor _________________________________ Name of Project _________________________________ Name of Public Employer I hereby declare under penalty of perjury that the foregoing is true and correct. Executed on ______, ___, 201__ in _____ (city), ______ (state). _________________________________ Signature of Authorized Officer or Agent _______________________________ Printed Name and Title of Authorized Officer or Agent SUBSCRIBED AND SWORN BEFORE ME ON THIS THE___ DAY OF _____, 20__. _________________________________ NOTARY PUBLIC My Commission Expires: - Page 273 -Item #25. ATTACHMENT D CITY OF TYBEE ISLAND VENDOR INFORMATION Vendor Name: ________________________________________________________________________ Product or Services Provided: __________________________________________________________ Sales Contact Information Contact: ___________________________________ Email: ____________________________________ Phone: _____________________________________ Fax: ______________________________________ Address: _______________________________________________________________________________________ Accounts Receivable Information Contact: ___________________________________ Email: ____________________________________ Phone: _____________________________________ Fax: ______________________________________ Remittance Address: ___________________________________________________________________ Federal Tax Id #: _______________________________________________________________________ Attach Copy of W-9 and Occupational Tax Certificate Provide Copy of Worker’s Comp Coverage when providing any service involving labor on City property. Our terms are net 30 - Page 274 -Item #25. ATTACHMENT E PROPOSAL FORM STVR Program Management RFP# 2020-753 YEARLY FEE Identification of non-compliant STVR properties. $____________ Rental activity and compliance monitoring, notification, and reporting. $____________ Monitor for delinquent taxes. Assist with collections. $____________ 24-hour STVR compliance hotline. $____________ On-line and mobile registration and tax payment system. $____________ Any associated set-up fees. $____________ Firm: _______________________________________ Signature: ___________________________________ Title: _______________________________________ Date: ______________________________ - Page 275 -Item #25. ATTACHMENT F CHECKLIST FOR SUBMITTING PROPOSAL Sign below and submit this sheet with your proposal NOTE: All of the following items must be submitted with your proposal to be considered “responsive”. Remember to follow the Instructions in the RFP Documents. ACKNOWLEDGMENT OF ANY/ALL ADDENDUMS _____ (3) REFERENCES AS REQUESTED IN SUBMISSION INSTRUCTIONS _____ W-9 _____ OCCUPATIONAL TAX CERTIFICATE _____ COMPLETE AND SUBMIT ALL ATTACHMENTS TO THE PROPOSAL: A. SIGNATURE SHEET _____ B. SAVE AFFIDAVIT _____ C. E-VERIFY CONTRACTOR AFFIDAVIT _____ D. VENDOR INFORMATION _____ E. PROPOSAL SHEET _____ F. CHECKLIST _____ __________________________________________ NAME/TILE __________________________________________ COMPANY NAME __________________________________________ ADDRESS __________________________________________ CITY/STATE/ZIP __________________________________________ PHONE NUMBER __________________________________________ EMAIL __________________________________________ SIGNATURE - Page 276 -Item #25. REQUEST FOR PROPOSAL RFP NO. 2020-753 STVR PROGRAM MANAGEMENT SERVICES PROPOSAL DUE: TUESDAY, AUGUST 18, 2020 by 2:00pm CITY OF TYBEE ISLAND, GEORGIA SHIRLEY SESSIONS, MAYOR BARRY BROWN, MAYOR PRO TEM SPEC HOSTI MONTY PARKS NANCY DEVETTER JOHN BRANIGIN JAY BURKE DOCUMENT CHECK LIST The following documents are contained in and made a part of this RFP Package, and are required to be submitted with the Proposal. It is the responsibility of the Proposer to read, complete and sign, where indicated, and return these documents with the Proposal. FAILURE TO DO SO MAY BE CAUSE FOR DISQUALIFICATION OF THE PROPOSER INTRODUCTION SPECIFICATIONS AND REQUIREMENTS INSTRUCTIONS TO PROPOSERS GENERAL INFORMATION EVALUATION CRITERIA ATTACHMENTS: A. SIGNATURE SHEET; B. SAVE AFFIDAVIT; C. E-VERIFY CONTRACTOR AFFIDAVIT; D. VENDOR INFORMATION; E. PROPOSAL FORM; F. CHECKLIST INTRODUCTION Date: 8-28-18 This is a request for proposals to supply the City of Tybee Island, Georgia (sometimes hereinafter referred to as “Owner”) with services as indicated herein. Sealed proposals must be received by 2:00pm local time, on Tuesday, August 18, 2020. The City of Tybee Island reserves the right to reject any or all proposals. The City of Tybee Island is seeking proposals for a Short Term Vacation Rental Management company to provide the following services: Identification of non-compliant STVR properties within the City limits. Rental activity and compliance monitoring, notification, and reporting. - Page 277 -Item #25. �� M o n i t o r f o r d e l i n q u e n t t a x e s . A s s i s t w i t h c o l l e c t i o n s . �� 2 4 h o u r S T V R c o m p l i a n c e h o t l i n e . �� O n - l i n e a n d m o b i l e r e g i s t r a t i o n a n d t a x p a y m e n t s y s t e m B A C K G R O U N D I N F O R M A T I O N : T y b e e I s l a n d i s a s m a l l , c o a s t a l b a r r i e r i s l a n d c o m m u n i t y l o c a t e d i n C h a t h a m C o u n t y , G a a b o u t 2 0 m i l e s e a s t o f S a v a n n a h , a t t h e m o u t h o f t h e S a v a n n a h R i v e r . T h e c i t y c u r r e n t l y h a s a r e s i d e n t i a l p o p u l a t i o n o f a b o u t 3 0 0 0 , w i t h a s e a s o n a l t o u r i s t p o p u l a t i o n a p p r o a c h i n g 3 0 , 0 0 0 d u r i n g p e a k w e e k e n d s . T y b e e I s l a n d i s a p o p u l a r y e a r - r o u n d t o u r i s t d e s t i n a t i o n , a n d t h e l o c a l e c o n o m y i s h e a v i l y r e l i a n t o n t h i s s e c t o r . M a n y v i s i t o r s c h o o s e t o u t i l i z e t h e s h a r i n g e c o n o m y o f v a c a t i o n h o m e r e n t a l s f o r t h e i r l o d g i n g , s p e c i f i c a l l y u t i l i z i n g p l a t f o r m s s u c h a s A i r B & B , V R B O a n d H o m e A w a y w h e n v i s i t i n g . T h e r e a r e a l s o a n u m b e r o f h o t e l s , a n d s o m e l a r g e v a c a t i o n r e n t a l p r o p e r t y m a n a g e m e n t c o m p a n i e s l o c a t e d o n t h e i s l a n d . A l t o g e t h e r , t h e r e a r e a p p r o x i m a t e l y 1 , 5 0 0 v a c a t i o n r e n t a l u n i t s . T h e C i t y o f T y b e e I s l a n d c u r r e n t l y h a s a f u l l t i m e B u s i n e s s L i c e n s e / S T V R C o o r d i n a t o r i n t h e P l a n n i n g & D e v e l o p m e n t D e p a r t m e n t , w h o i s d e d i c a t e d t o b o t h r e v i e w i n g a n d i s s u i n g p e r m i t s , a n d s e r v e s a s t h e m a i n p o i n t o f c o n t a c t f o r t h e P r o g r a m . A C i t y M a r s h a l a n d C o d e E n f o r c e m e n t O f f i c e r s a r e e m p l o y e d t o a d d r e s s a n y z o n i n g a n d n o n - c o m p l i a n c e c o m p l a i n t s . T h e C i t y h a s a p p r o x i m a t e l y 1 5 0 0 p e r m i t t e d p r o p e r t y m a n a g e m e n t c o m p a n i e s a n d S T V R s , t o d a t e . T h e m a j o r i t y o f C o d e i s s u e s a r e o p e r a t o r s t h a t a r e o u t o f c o m p l i a n c e w i t h t h e O r d i n a n c e f o r f a i l u r e t o p a y h o t e l / m o t e l t a x , d i s p l a y p r o p e r s i g n a g e a n d / o r , r e g i s t e r f o r a p e r m i t . M E T H O D O F A W A R D : I f t h e C i t y o f T y b e e I s l a n d a w a r d s a c o n t r a c t a s a r e s u l t o f t h i s R F P , i t w i l l b e a w a r d e d t o t h e r e s p o n s i b l e p r o p o s e r d e e m e d a b l e t o p r o v i d e t h e b e s t v a l u e f o r t h e C i t y . T h e a w a r d w i l l t a k e i n t o a c c o u n t p r i c e a m o n g o t h e r f a c t o r s a s s p e c i f i e d i n t h i s R F P . T h e C i t y r e s e r v e s t h e r i g h t t o s e l e c t t h e p r o p o s e r w h i c h b e s t m e e t s t h e C i t y s g o a l s a n d o b j e c t i v e s , n e e d s , b u d g e t c o n s t r a i n t s , a n d q u a l i t y l e v e l s , a s w e l l a s i t s e d u c a t i o n a l a n d s e r v i c e l e v e l e x p e c t a t i o n s . T h e C i t y r e s e r v e s t h e r i g h t t o a w a r d a c o n t r a c t t o o n e o r m u l t i p l e v e n d o r s , a n d f o r o n e o r a l l s p e c i f i c a t i o n s . S i g n a t u r e o f p r o p o s e r i n d i c a t e s u n d e r s t a n d i n g a n d i n t e n d e d c o m p l i a n c e w i t h t h e t e r m s o f t h i s r e q u e s t , t h e r e q u i r e m e n t s h e r e i n , a n d a n y s u b s e q u e n t a w a r d o r c o n t r a c t . A l l s p e c i f i c a t i o n s , c o n d i t i o n s , a n d r e p r e s e n t a t i o n s m a d e i n t h i s r e q u e s t w i l l b e c o m e a n i n t e g r a l p a r t o f t h e c o n t r a c t . N o t h i n g c o n t a i n e d w i t h i n t h i s R F P i s i n d i c a t i v e o f i n t e n t b y t h e C i t y o f T y b e e I s l a n d t o r e i m b u r s e t h e p r o p o s e r , i n w h o l e o r i n p a r t , f o r a n y c o s t s a s s o c i a t e d w i t h p r e p a r a t i o n , s u b m i s s i o n , o r p r e s e n t a t i o n o f p r o p o s a l s . I n s t r u c t i o n s f o r p r e p a r a t i o n a n d s u b m i s s i o n o f a p r o p o s a l a r e c o n t a i n e d i n t h i s R F P p a c k a g e . P l e a s e n o t e t h a t s p e c i f i c f o r m s f o r s u b m i s s i o n o f a p r o p o s a l a r e r e q u i r e d . T h e C i t y o f T y b e e I s l a n d h a s a n e q u a l o p p o r t u n i t y p u r c h a s i n g p o l i c y t o a s s u r e a l l p r o c u r e m e n t p r o c e d u r e s a r e c o n d u c t e d i n a m a n n e r t h a t p r o v i d e s m a x i m u m o p e n a n d f r e e c o m p e t i t i o n . T h e C i t y s e e k s t o e n s u r e t h a t a l l s e g m e n t s o f t h e b u s i n e s s c o m m u n i t y h a v e a c c e s s t o s u p p l y i n g t h e g o o d s a n d s e r v i c e s n e e d e d b y t h e C i t y . T h e C i t y p r o v i d e s e q u a l o p p o r t u n i t y f o r a l l b u s i n e s s e s a n d d o e s n o t d i s c r i m i n a t e a g a i n s t a n y p e r s o n s o r b u s i n e s s e s r e g a r d l e s s o f r a c e , c o l o r , r e l i g i o n , a g e , s e x , n a t i o n a l o r i g i n o r h a n d i c a p . T h e C i t y o f T y b e e I s l a n d i s s e e k i n g a p r o p o s a l p a c k a g e f o r s e r v i c e s o r m a t e r i a l s e q u a l t o o r e x c e e d i n g s p e c i f i c a t i o n s s e t f o r t h o n t h e a t t a c h e d p a g e s . T h o s e n o t m e e t i n g t h e s e s t a n d a r d s w i l l b e r e j e c t e d . T h e a t t a c h e d m a t e r i a l s p e c i f i c a t i o n s b e c o m e a n d r e m a i n a p a r t o f t h i s R F P . - P a g e 2 7 8 - I t e m # 2 5 . All responses, inquiries, or correspondence relating to, or in reference to, this RFP, and all reports, charts, displays, schedules, exhibits and other documentation by the proposers will become the property of the City when received. The City retains the right to use any or all ideas presented in any response to this RFP, whether amended or not. Selection or rejection of the proposal does not affect this right. SPECIFICATIONS AND REQUIREMENTS 1. Identification of Noncompliant Short Term Rental Properties Identify properties that are advertising as STVR but have not registered with the City. Maintain list of all addresses and contact information for property owners and related rental management companies (if applicable). Keep updated list of website URLs for all properties. Monitor new listings for non-compliance. Provide monthly reports to the City documenting STVR related investigations. 2. Rental Activity and Compliance Monitoring, Notification, and Reporting Monitor STVR properties for zoning and permit compliance. Monitor STVR properties for noise complaints, overcrowding, and parking issues. Notify City and of any noncompliance issues, and contact noncompliant property owners and management companies for resolution. Compile weekly report of any above related issues for the City. 3. Monitor for delinquent taxes. Assist with collections. Track tax payments for registered STVR properties Assist City with collection of STVR tax delinquencies. Monthly pro-active outreach to STVR owners regarding tax remittance issues, including emails, and City form letters. 4. Maintain 24 hour STVR compliance hotline. Provide 24/7 staffed telephone number for residents to report non-emergency STVR issues. Contact owners of problematic properties. Provide web-based platform for residents to report non-emergency issues, which will allow submission of evidence (photos, sound recordings, video) and initiate automatic and immediate follow-up. Provide to the City custom reports and analysis of hotline related activities and subsequent resolutions. 5. Provide on-line registration and tax payment system. Provide and maintain on-line registration and tax collection processes that capture all required documentation, signatures and payments electronically. 1. INSTRUCTIONS TO PROPOSERS Purpose: The purpose of this document is to provide general and specific information for use in submitting a proposal to supply the City of Tybee Island with equipment, supplies, and/or services as described herein. All RFPs are governed by the Code of the City of Tybee Island, Georgia, 15-2015 Sec 1, Art VII, Procurement, Sec 2-400, and the laws of the State of Georgia. - Page 279 -Item #25. Proposers must carefully review all provisions of, and attachments to, this document prior to submission. Each proposal constitutes an offer and cannot be withdrawn except as provided herein. This RFP and any attachments, plans, and/or other related documents can be found on the City’s website at https://www.cityoftybee.org/Bids.aspx. It is incumbent upon the proposer to check the website for additional information and/or addendums. 1.1 How to Prepare Proposals: All Proposals: a. Must be prepared on the forms enclosed herewith, unless otherwise prescribed, and all documents must be submitted. b. Must be signed by the business owner or authorized representative, with all erasures or corrections initialed and dated by the official signing the Proposal. ALL SIGNATURE SPACES MUST BE SIGNED. c. Should include a separate cost for each specification on the response form (Attachment E) 1.2 How to Submit Proposals: One original, and one electronic copy (usb flash drive) must be submitted in a sealed opaque envelope, plainly marked with the RFP number and title, and proposer’s company name, to the office of the address below prior to the time specified. Include your proposal, and all required attachments, which can be found at the end of this document. Include all requested documents (See attachment ‘F’) City/County Occupational Tax Certificate Requirement: Contractor must supply a copy of their Occupational Tax Certificate as proof of payment of the occupational tax where their office is located. In addition, if a contract is awarded, contractors that are not located on Tybee Island are required to obtain a Tybee Island contractor registration. Contact Sharon Shaver for additional information, at 912-472-5072, or in person at Tybee Island City Hall 403 Butler Ave, Tybee Island, Ga Include at least three (3) references documenting your experience with similar projects. Include name of project, location, and current reference contact information including name, phone number, and email address. In addition to the information above, submit a written description of how these projects relate to this RFP. All Proposals must be hand delivered, mailed, or sent by courier in sufficient time to ensure receipt by the Purchasing Agent on or before the time and date specified above. Include RFP #2020-753 on front of envelope. Courier or hand deliver response package to: MELISSA FREEMAN TYBEE ISLAND CITY HALL 403 BUTLER AVE TYBEE ISLAND, GA. 31328 - Page 280 -Item #25. Proposals may be submitted via US Mail, but proposers choosing this method should allow at least an additional 24 hours for delivery: MELISSA FREEMAN CITY OF TYBEE ISLAND PO BOX 2749 TYBEE ISLAND, GA. 31328 FAXED OR E-MAILED COPIES WILL NOT BE CONSIDERED. PROPOSALS NOT RECEIVED BY THE TIME AND DATE SPECIFIED WILL NOT BE OPENED. 1.3 How to Submit an Objection: Potential proposers must present any written objection to this RFP at least seven (7) days prior to the proposal due date. The objections contemplated may pertain to form and/or substance of the RFP documents. Objections must be made in writing to the Purchasing agent, Melissa Freeman mfreeman@cityoftybee.org. Email subject line: Objection to RFP #2020-753. 1.4 Errors in RFP responses: Proposers are expected to fully inform themselves as to the conditions, requirements, and specifications of this RFP before submitting a proposal. Failure to do so will be at the Proposer's own risk. In case of error in extension of prices in the proposal, the unit price will govern. 1.5 Questions concerning RFP: Questions, inquiries, suggestions, or requests concerning interpretation, clarification or additional information concerning any portion of this RFP must be made by email, sent to the below named individual, who will be the official point of contact for this RFP. Questions must be submitted no later than August 17, 2020. Mark subject line on e-mail “Questions on RFP 2020-753, STVR Program Mgmt” POINT OF CONTACT: Melissa Freeman mfreeman@cityoftybee.org Failure of a Proposer to ask questions, request changes, or submit objections by the dates indicated above shall constitute the Proposer's acceptance of all of the terms, conditions and requirements set forth in this RFP. All questions will be answered in an addendum to this RFP, which will be posted to the website after the above deadline. 1.6 Addendums to RFP: Any changes to the conditions or specifications in this RFP must be in the form of a written addendum to be valid. If the City of Tybee Island issues an addendum to this RFP, it will be posted by the Purchasing Agent on the City’s website. - Page 281 -Item #25. The issuance of a written addendum by the Purchasing Agent is the only official method by which interpretation, clarification or additional information will be given. The City of Tybee Island will not be responsible for any oral representation given by any employee, representative or others. Proposer must acknowledge each addendum in the response. It is solely your responsibility as a proposer to ensure that you have received all addenda and incorporated the changes into your response before submission. Unless otherwise specified in an addendum, the due date and time remains as listed above. 2 GENERAL INFORMATION 2.1 Specifications: Any obvious error or omission in specifications will not inure to the benefit of the proposer but will put the proposer on notice to inquire of or identify the same from the City of Tybee Island. Whenever herein mentioned is made of any article, material or workmanship to be in accordance with laws, ordinances, building codes, underwriter's codes, A.S.T.M. regulations or similar expressions, the requirements of these laws, ordinances, etc., will be construed to be the minimum requirements of these specifications. 2.2 Standards for Acceptance of Proposal for Contract Award: City of Tybee Island reserves the right to reject any or all proposals and to waive any irregularities or technicalities in proposals received whenever such rejection or waiver is in the best interest of City of Tybee Island. City of Tybee Island reserves the right to reject the proposal of a proposer who has previously failed to perform properly or complete on time contracts of a similar nature, or a proposal from a proposer whom investigation shows is not in a position to perform the contract. 2.3 Proposer: Whenever the term "proposer" is used it will encompass the "person," "business," "supplier," "vendor," or other party submitting a proposal to City of Tybee Island in such capacity before a contract has been entered into between such party and City of Tybee Island. 2.4 Responsible / Responsive proposer: Responsible proposer means a person or entity that has the capability in all respects to perform fully and reliably the contract requirements. Responsive proposer means a person or entity that has submitted a proposal that conforms in all material respects to the requirements set forth in the RFP. 2.5 Compliance with Laws: The proposer will obtain and maintain all licenses, permits, liability insurance, workman's compensation insurance and comply with any and all other standards or regulations required by federal, state, county or city statute, ordinances and rules during the performance of any contract between the contractor and City of Tybee Island. Any such requirement specifically set forth in any contract document between the contractor and City of Tybee Island will be supplementary to this section and not in substitution thereof. 2.6 Contractor: Contractor or subcontractor means any person or business having a contract with City of Tybee Island. The Contractor/Vendor of goods, material, equipment or services certifies that they will follow equal employment opportunity practices in connection with the awarded contract as more fully specified in the contract documents. - Page 282 -Item #25. 2.7 State Licensing Board for General Contractors: If applicable, pursuant to Georgia law, any proposer must be a Georgia licensed General Contractor (Contractor work or activity that is unlimited in scope regarding any residential or commercial projects). 2.8 Security & Immigration Compliance: On 1 July 2007, the Georgia Security and Immigration Compliance Act (SB 529, Section 2) became effective. All contractors and subcontractors with 100 or more employees entering into a contract or performing work must sign an affidavit that he/she has used the E-Verify System. E-Verify is a no-cost federal employment verification system to insure employment eligibility. No proposals will be considered unless a signed E-Verify Affidavit is enclosed with the submittal package. Affidavits are enclosed in this solicitation. You may download M-274 Handbook for Employers at http://www.dol.state.ga.us/spotlight/employment/rules. You may go to http://www.uscis.gov to find the E-Verify information. Systematic Alien Verification for Entitlements (SAVE) Program: O.C.G.A. 50-36-1 required Georgia cities to comply with the federal Systematic Alien Verification for Entitlements (SAVE) Program. SAVE is a federal program used to verify that applicants for certain “public benefits” are legally present in the United States. Contracts with the City are considered “public benefits.” Responders are required to provide the Affidavit Verifying Status for City of Tybee Benefit Application prior to receiving any City contract. The affidavit is included as part of this RFP package. Protection of Resident Workers. City of Tybee Island actively supports the Immigration and Nationality Act (INA), which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers can hire only persons who can legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of any hiree, which includes completing the Employment Eligibility Verification Form (I-9). The Contractor will establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment. 2.9 Permitting and Approvals: The contractor that is awarded the contract will be responsible for securing all necessary federal, state and local approvals required for the project. 2.10 Prices to be Firm: Proposer warrants that proposal prices, terms and conditions quoted in the proposal will be firm for acceptance for a period of sixty (60) days from proposal opening date, unless otherwise stated in the RFP. 2.11 Quality: All materials or supplies used for, or the workmanship employed in, any construction necessary to comply with this RFP, will be of the best quality, and adhere to the highest industry standards. 2.12 Guarantee/Warranty: Unless otherwise specified by the City of Tybee Island, the Proposer will unconditionally guarantee the materials and workmanship for one (1) year from completion of the project or delivery of goods. If, within the guarantee period, any defects occur which are due to faulty material and or services, the contractor, at his expense, will repair or adjust the condition, or replace the material, to comply with the contract requirements and applicable standards thereof. These repairs, replacements or adjustments will be made only at such time as will be designated by the City of Tybee Island as being least detrimental to the operation of the City. - Page 283 -Item #25. 2.13 Liability Provisions: Where proposers are required to enter or go onto City of Tybee Island property to take measurements or gather other information in order to prepare the Proposal as requested by the City, the proposer will be liable for any injury, damage or loss occasioned by negligence of the proposer, his agent, or any person the proposer has designated to prepare the proposal and will indemnify and hold harmless City of Tybee Island from any liability arising there from. The contract document specifies the liability provisions required of the successful proposer in order to be awarded a contract with City of Tybee Island. 2.14 Cancellation of Contract: The contract may be canceled or suspended by City of Tybee Island in whole or in part by written notice of default to the Contractor upon non- performance or violation of contract terms. An award may be made to the next higher ranked Proposer, for articles and/or services specified or they may be purchased on the open market. The defaulting Contractor (or his surety) will be liable to City of Tybee Island for costs to the City of Tybee Island in excess of the defaulted contract prices. See the contract documents for complete requirements. 2.15 Certification of Independent Price Determination: By submission of this proposal, the Proposer certifies, and in the case of a joint proposal each party thereto certifies as to its own organization, that in connection with this procurement: a. The prices in this proposal have been arrived at independently, without consultation, communication, or agreement, for the purpose of restricting competition, as to any matter relating to such prices with any other proposer or with any competitor; b. Unless otherwise required by law, the prices which have been quoted in this proposal have not been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior to opening, directly or indirectly to any other proposer or to any competitor; and c. No attempt has been made or will be made by the proposer to induce any other person or firm to submit or not to submit a proposal for the purpose of restricting competition. 2.16 Qualification of Business (Responsible Proposer): the Scope of Work, specifications and plans define a responsible Proposer as one who meets, or by the date of the proposal acceptance can meet, certifications, all requirements for licensing, insurance, and registrations, or other documentation required. The City has the right to require any or all proposers to submit documentation of the ability to perform, provide, or carry out the service or provide the product requested. The City has the right to disqualify the proposal of any proposer as being unresponsive or un-responsible whenever such Proposer cannot document the ability to deliver the requested product or service. 2.17 Insurance Provisions, General: The selected proposer to whom the contract is awarded will be required to procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property that may arise from, or in connection with, the performance of the work hereunder by the Contractor, his agents, representatives, employees or subcontractors. The cost of such insurance must be included in the proposal. a. General Information that must appear on a Certificate of Insurance: i. Name of the Producer (proposer’s insurance Broker/Agent). ii. Companies affording coverage (there may be several). iii. Name and Address of the Insured (this is the Company or Parent of the firm the - Page 284 -Item #25. City is contracting with). iv. A Summary of all current insurance for the insured (includes effective dates of coverage). v. A brief description of the operations to be performed, the specific job to be performed, and contract number. vi. Certificate Holder (Must include the City of Tybee Island as a certificate holder and an additional insured). THE INSURANCE CERTIFICATE IS TO IDENTIFY THE CITY OF TYBEE ISLAND AS A CERTIFICATE HOLDER AND AS AN ADDITIONAL INSURED FOR GENERAL, AUTO, UMBRELLA, AND EXCESS LIABILITY COVERAGES. b. Minimum Limits of Insurance to be maintained for the duration of the contract: i. Commercial General Liability: Provides protection against bodily injury and property damage claims arising from operations of a Contractor. This policy coverage includes premises and operations, use of independent contractors, products/completed operations, personal injury, contractual, broad form property damage, and underground, explosion and collapse hazards. Minimum limits: $2,000,000 bodily injury and property damage per occurrence and annual aggregate. THE INSURANCE REQUIREMENTS AND LIMITS STATED HEREIN MAY BE SATISFIED BY A COMBINATION OF PRIMARY, UMBRELLA &/OR EXCESS COVERAGES. c. Special Requirements: i. Extended Reporting Periods: The Contractor must provide the City of Tybee Island with a notice of the election to initiate any Supplemental Extended Reporting Period and the reason(s) for invoking this option. ii. Reporting Provisions: Any failure to comply with reporting provisions of the policies will not affect coverage provided in relation to this request. iii. Cancellation: Each insurance policy that applies to this request must be endorsed to state that it will not be suspended, voided, or canceled, except after thirty (30) days prior to written notice by certified mail, return receipt requested, has been given to the City of Tybee Island. iv. Proof of Insurance: City of Tybee Island must be furnished with certificates of insurance and with original endorsements affecting coverage required by this request. The certificates and endorsements are to be signed by a person authorized by the insurer to bind coverage on its behalf. All certificates of insurance are to be submitted prior to, and approved by, the City of Tybee Island before services are rendered. The Contractor must ensure Certificate of Insurance is updated for the entire term of the City of Tybee Island contract. v. Insurer Acceptability: Insurance is to be placed with an insurer having an A.M. Best’s rating of A and a five (5) year average financial rating of not less than V. If an insurer does not qualify for averaging on a five-year basis, the current total Best’s rating will be used to evaluate insurer acceptability. - Page 285 -Item #25. vi. Lapse in Coverage: A lapse in coverage will constitute grounds for contract termination by the City of Tybee Island Mayor and Council. vii. Deductibles and Self-Insured Retention: Any deductibles or self-insured retention must be declared to, and approved by, the City of Tybee Island. At the option of the City of Tybee Island, either: the insurer will reduce or eliminate such deductibles or self-insured retention as related to the City of Tybee Island, its officials, officers, employees, and volunteers; or the Contractor will procure a bond guaranteeing payment of related suits, losses, claims, and related investigation, claim administration and defense expenses. 2.18 Compliance with Specification - Terms and Conditions: The RFP, Legal Advertisement, General Conditions and Instructions to Proposers, Specifications, Special Conditions, Addendum, and/or any other pertinent documents form a part of the Proposal and by reference are made a part hereof. 2.19 Signed Proposal Considered Offer: The signed Proposal will be considered a binding offer on the part of the Proposer, which offer will be deemed accepted upon approval by the City of Tybee Island Mayor and Council, Purchasing Agent or designee, as may be applicable. In case of a default on the part of the Proposer after such acceptance, the City of Tybee Island may take such action as it deems appropriate, including legal action, for damages or lack of required performance. 2.20 Notice to Proceed: The successful proposer must not commence work under this RFP until a written contract is awarded and a Notice to Proceed is issued by the Purchasing Agent or his designee, or as specified in the Special Conditions. If the successful Proposer does commence any work or deliver items prior to receiving official notification, he does so at his own risk. 2.21 Protest Policy: Any proposer who is aggrieved in connection with the award of a contract may file a protest with the Purchasing Agent. The protest must be submitted no later than 48 hours prior to the date the award recommendation is scheduled to be approved by City Council. Recommendations to Council are usually posted on the preliminary agenda on the City's website on the Thursday prior to the Council meeting date. It is the proposer's responsibility to ascertain the City's recommendation for award.. Protests must be made in writing to the Purchasing agent, Melissa Freeman at mfreeman@cityoftybee.org, with the subject line Protest: RFP #2020-741, and must include the following information: a. Name, address, email address, and telephone numbers of the protester; b. RFP number; c. Detailed statement of the legal and factual grounds for the protest, including a description of resulting harm to the protester; d. Copies of supporting documents, if any; e. Statement of relief requested; f. All information establishing that the protester is an interested party for the purpose of filing a protest on an award decision; g. All information establishing the timeliness of the protest. 2.22 Payment to Contractors: Instructions for invoicing the City of Tybee Island for products delivered to the City are specified in the contract document. a. Questions regarding payment may be directed to the Accounting Department at 912-- Page 286 -Item #25. 472-5024 or City of Tybee Island’s Project Manager as specified in the contract documents. b. Contractors will be paid the agreed upon compensation upon satisfactory delivery of the products or completion of the work as more fully described in the contract document. c. City of Tybee Island is a tax-exempt entity. Every contractor, vendor, business or person under contract with City of Tybee Island is required by Georgia law to pay State sales or use taxes for products purchased in Georgia or transported into Georgia and sold to City of Tybee Island by contract. Please consult the State of Georgia, Department of Revenue, Sales and Use Tax Unit in Atlanta (404) 656-4065 for additional information. 2.23 Owner’s Rights Concerning Award: The Owner reserves the right, and sole and complete discretion to waive technicalities and informalities. The Owner further reserves the right, and sole and complete discretion to reject all proposals, and any proposal that is not responsive or that is over the budget, as amended, or that fails to suit the needs of the City as determined by the Owner in its sole discretion. In judging whether the Proposer is responsible, the Owner will consider, but is not limited to consideration of, the following: a. Whether the Proposer or principals are currently ineligible, debarred, suspended, or otherwise excluded from contracting by any state or federal agency, department, or authority; b. Whether the Proposer or principals have been terminated for cause or are currently in default on a public works contract; c. Whether the Proposer can demonstrate a commitment to safety with regard to Workers' Compensation by having an experience Modification Rate (EMR) over the past three years not having exceeded an average of 1.2; and d. Whether the Proposer’s past work provides evidence of an ability to successfully complete public works projects within the established time, quality, or cost, or to comply with the Proposer’s contract obligations. 2.24 Debarred or Suspended Subcontractors: Contractor will not subcontract, and will ensure that no subcontracts are awarded at any tier, to any individual, firm, partnership, joint venture, or any other entity regardless of the form of business organization, that is on the Federal Excluded Parties List System (EPLS) at https://www.epls.gov or the State of Georgia, DOAS, State Purchasing Exclusion listing, or other local government entity. This includes pending litigation or claims with the City or other government entities. Contractor will immediately notify City of Tybee Island in the event any subcontractor is added to a Federal, State or other Government Entity listing after award of the subcontract. 2.25 Cone of Silence: Lobbying of Procurement Evaluation Committee members, City employees, and elected officials regarding this product or service solicitation, Request for Proposal (RFP) or contract by any member of a proposer’s staff, or those people employed by any legal entity affiliated with an organization that is responding to the solicitation is strictly prohibited. Negative campaigning through the mass media about the current service delivery is strictly prohibited. Such actions will cause render your proposal invalid. 2.26 Georgia Open Records Act: The responses will become part of the City of Tybee Island’s official files without any obligation on the City of Tybee Island’s part. Ownership of all - Page 287 -Item #25. data, materials and documentation prepared for and submitted to City of Tybee Island in response to a solicitation, regardless of type, will belong exclusively to City of Tybee Island and will be considered a record prepared and maintained or received in the course of operations of a public office or agency and subject to public inspection in accordance with the Georgia Open Records Act, Official Code of Georgia Annotated, Section 50-18-70, et. Seq., unless otherwise provided by law. It is the responsibility of the Proposer to notify the City of any documents turned over which contain trade secrets or other confidential matters. A Proposer submitting records which the entity or person believes contains trade secrets and that it wishes to keep such records confidential pursuant to O.C.G.A. § 50-19-72(34) will submit and attach to the records an affidavit affirmatively declaring that specific information in the records constitute trade secrets pursuant to Article 27 of Chapter 1 of Title 10 of the Official Code of Georgia. See also, section 2.27. Proposals will not be opened in public, and the information is exempt from disclosure, including the Open Records Act, until the RFP has been awarded, or all proposals have been rejected. City of Tybee Island will not be held accountable if material from responses is obtained without the written consent of the proposer by parties other than the City of Tybee Island, at any time during the solicitation and evaluation process. 2.27 Georgia Trade Secret Act of 1990: In the event a Proposer submits trade secret information to the City of Tybee Island, the information must be clearly labeled as a Trade Secret. The City of Tybee Island will maintain the confidentiality of such trade secrets to the extent provided by law. 2.28 Contractor Records: The Georgia Open Records Act is applicable to the records of all contractors and subcontractors under contract with the City of Tybee Island. This applies to those specific contracts currently in effect and those that have been completed or closed for up three (3) years following completion. 2.29 Terms of Contract: This is a one-time contract. The City reserves the right to terminate the contract for reasons of violations by the successful proposer of any term or condition of the contract by giving thirty (30) days written notice, unless otherwise stated herein, stating the reasons therefore and giving the party ample time to remedy the deficiencies. 2.30 Audits and Inspections: The contractor and his subcontractors will make available to the City of Tybee Island for examination of all its records with respect to all matters covered by this Contract. It will also permit the City of Tybee Island and/or representatives of the Finance Department to audit, inspect, examine and make copies, excerpts or transcripts from such records of personnel, conditions of employment and other data relating to all matters covered by this Contract. All documents to be audited will be available for inspection between 8am and 5pm in the main offices of the City of Tybee Island or during normal business hours at the offices of the Contractor, as requested by the City of Tybee Island. 3 EVALUATION CRITERIA This is not a bid. There will not be a public opening. The Proposals received in response to this RFP will be evaluated and ranked, by the Proposal Evaluation Team in accordance with the process and evaluation criteria contained below. Responses will be evaluated in light of the material and substantiating evidence presented in the response, and not - Page 288 -Item #25. based on what is inferred. After thoroughly reading and reviewing this RFP, each t eam member shall conduct his or her independent evaluation of the proposals received, and grade the responses on their merit in accordance with the evaluation criteria set forth in the following table. Criteria Possible Points Quality and thoroughness of the proposal 20 Related experience of the firm and key staff with similar studies 20 References, credentials and/or recommendations from past clients 25 Cost of Services 15 Ability of the firm to provide the services requested. 20 - Page 289 -Item #25. ATTACHMENT A CITY OF TYBEE - INSTRUCTIONS TO PROPOSER SIGNATURE SHEET The Proposer certifies that he/she has examined all documents contained in this RFP package, and is familiar with all aspects of the RFP and understands fully all that is required of the successful Proposer. The Proposer further certifies that his/her Proposal will not be withdrawn for sixty (60) days from the date on which his proposal is submitted to the City. The Proposer agrees, if awarded this Contract, he/she will: A. Furnish, upon receipt of an authorized City of Tybee Island Purchase Order, all services and/or items indicated thereon as specified in this RFP for the proposal amount; or, B. Enter a contract with City of Tybee Island to do and/or furnish everything necessary to provide the service and/or accomplish the work as stated and/or specified in this RFP for the proposal amount, and; COMPANY DATE SIGNATURE TITLE TELEPHONE NUMBER MINORITY/FEMALE BUSINESS DEVELOPMENT PROGRAM: City of Tybee Island City Council established goals oriented to increase participation of minority and female owned businesses, through MBE/WBE certification and development. In order to accurately document participation, businesses submitting bids, quotes or proposals are encouraged to report ownership status. A minority or women business is defined as a business that is at least 51% owned and managed by minority or women. A responder that is certified by any agency of the Federal Government or State of Georgia may submit a copy of their certification with their proposal as proof of qualifications. Proposer that intends to engage in joint ventures or utilize sub- consultants must submit a report of Minority/Women Business Enterprise participation to Melissa Freeman, P.O. Box 2749, and City of Tybee Island, GA 31328. African-American\Black_____ Asian American_____ Hispanic_____ Native American_____ Alaskan Indian_____ Female_____ - Page 290 -Item #25. ATTACHMENT B O.C.G.A. § 50-36-1(e)(2) Affidavit By executing this affidavit under oath, as an applicant for a(n) ____________________ contract for a public benefit as referenced in O.C.G.A. § 50-36-1, from the CITY OF TYBEE ISLAND, Georgia, the undersigned applicant verifies one of the following with respect to my application for a public benefit: 1) _________ I am a United States citizen. 2) _________ I am a legal permanent resident of the United States. 3) _________ I am a qualified alien or non-immigrant under the Federal Immigration and Nationality Act with an alien number issued by the Department of Homeland Security or other federal immigration agency. My alien number issued by the Department of Homeland Security or other federal immigration agency is:____________________. The undersigned applicant also hereby verifies that he or she is 18 years of age or older and has provided at least one secure and verifiable document, as required by O.C.G.A. § 50-36-1(e)(1), with this affidavit. The secure and verifiable document provided with this affidavit can best be classified as: _____________________________________________________________________. In making the above representation under oath, I understand that any person who knowingly and willfully makes a false, fictitious, or fraudulent statement or representation in an affidavit will be guilty of a violation of O.C.G.A. § 16-10-20, and face criminal penalties as allowed by such criminal statute. Executed in ___________________ (city), __________________(state). _________________________________ Signature of Applicant _________________________________ Printed Name of Applicant SUBSCRIBED AND SWORN BEFORE ME ON THE ___ DAY OF ___________, 20____ _________________________ NOTARY PUBLIC My Commission Expires: - Page 291 -Item #25. ATTACHMENT C CONTRACTOR AFFIDAVIT under O.C.G.A. § 13-10-91(b) (1) By executing this affidavit, the undersigned contractor verifies its compliance with O.C.G.A. § 13- 10-91, stating affirmatively that the individual, firm or corporation which is engaged in the physical performance of services on behalf of CITY OF TYBEE ISLAND has registered with, is authorized to use and uses the federal work authorization program commonly known as E-Verify, or any subsequent replacement program, in accordance with the applicable provisions and deadlines established in O.C.G.A. § 13-10-91. Furthermore, the undersigned contractor will continue to use the federal work authorization program throughout the contract period and the undersigned contractor will contract for the physical performance of services in satisfaction of such contract only with subcontractors who present an affidavit to the contractor with the information required by O.C.G.A. § 13-10-91(b). Contractor hereby attests that its federal work authorization user identification number and date of authorization are as follows: _________________________________ Federal Work Authorization User Identification Number _________________________________ Date of Authorization _________________________________ Name of Contractor _________________________________ Name of Project _________________________________ Name of Public Employer I hereby declare under penalty of perjury that the foregoing is true and correct. Executed on ______, ___, 201__ in _____ (city), ______ (state). _________________________________ Signature of Authorized Officer or Agent _______________________________ Printed Name and Title of Authorized Officer or Agent SUBSCRIBED AND SWORN BEFORE ME ON THIS THE___ DAY OF _____, 20__. _________________________________ NOTARY PUBLIC My Commission Expires: - Page 292 -Item #25. ATTACHMENT D CITY OF TYBEE ISLAND VENDOR INFORMATION Vendor Name: ________________________________________________________________________ Product or Services Provided: __________________________________________________________ Sales Contact Information Contact: ___________________________________ Email: ____________________________________ Phone: _____________________________________ Fax: ______________________________________ Address: _______________________________________________________________________________________ Accounts Receivable Information Contact: ___________________________________ Email: ____________________________________ Phone: _____________________________________ Fax: ______________________________________ Remittance Address: ___________________________________________________________________ Federal Tax Id #: _______________________________________________________________________ Attach Copy of W-9 and Occupational Tax Certificate Provide Copy of Worker’s Comp Coverage when providing any service involving labor on City property. Our terms are net 30 - Page 293 -Item #25. ATTACHMENT E PROPOSAL FORM STVR Program Management RFP# 2020-753 YEARLY FEE Identification of non-compliant STVR properties. $____________ Rental activity and compliance monitoring, notification, and reporting. $____________ Monitor for delinquent taxes. Assist with collections. $____________ 24-hour STVR compliance hotline. $____________ On-line and mobile registration and tax payment system. $____________ Any associated set-up fees. $____________ Firm: _______________________________________ Signature: ___________________________________ Title: _______________________________________ Date: ______________________________ - Page 294 -Item #25. ATTACHMENT F CHECKLIST FOR SUBMITTING PROPOSAL Sign below and submit this sheet with your proposal NOTE: All of the following items must be submitted with your proposal to be considered “responsive”. Remember to follow the Instructions in the RFP Documents. ACKNOWLEDGMENT OF ANY/ALL ADDENDUMS _____ (3) REFERENCES AS REQUESTED IN SUBMISSION INSTRUCTIONS _____ W-9 _____ OCCUPATIONAL TAX CERTIFICATE _____ COMPLETE AND SUBMIT ALL ATTACHMENTS TO THE PROPOSAL: A. SIGNATURE SHEET _____ B. SAVE AFFIDAVIT _____ C. E-VERIFY CONTRACTOR AFFIDAVIT _____ D. VENDOR INFORMATION _____ E. PROPOSAL SHEET _____ F. CHECKLIST _____ __________________________________________ NAME/TILE __________________________________________ COMPANY NAME __________________________________________ ADDRESS __________________________________________ CITY/STATE/ZIP __________________________________________ PHONE NUMBER __________________________________________ EMAIL __________________________________________ SIGNATURE - Page 295 -Item #25.