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201 SEMINOLE STUNCDI C7 07014043 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood insurance Program ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owners Name City of Clearwater Policy Number: A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Company NAIC Number. City State ZIP Code Clearwater Florida 33755 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Parcel Tax ID # 09-29-15-02718-000-0190 M. Building Use (e.g., A5. Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, Lat. N27-58-26.58 Long. W82-48-08.07 etc.) Non -Residential Horizontal Datum: insurance. above grade • NAD 1927 adjacent grade 0 p NAD 1983 0 2 photographs Number with a orawlspace of crawlspace permanent flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? albs building if the 6 Certificate is being used to obtain flood 63.00 sq ft or enciosure(s): or enclosure(s) openings in the crawlspace in AB.b orendosure(s) . 0.00 sq in within 1.0 foot 1.0 foot above adjacent in WA sq ft • Yes © No garage: garage openings in the attached garage within in A9.b WA sq 1 Yes Qx No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number City of geometer /A J D `i' / B2. County Name PiieNas County 133. State Florida 84. Map/Panel Number 12103C0106 B5. Suffix H 86. FIRM Index Data 08-18-2009 B7. FIRM Panel Effedive/ Revised Date 05-17-2005 B8. Flood Zone(s) VE B9. Base Flood Elevation(s) (Zone AO. use Base Flood Depth) 14.0' B10. Indicate the source of the Base Flood Elevation ❑ Community Determined for BFE in Item B9: Coastal Barrier Resources (BFE) data or base flood depth entered in Item B9: • FIS Profile B11. Indicate elevation B12. Is the building Designation Date: Q FIRM datum used located in a • Other/Source: ■ NGVD 1929 p NAVD 1988 • Other/Source. Protected System CBRS (CBRS) area or Otherwise Area (OPA)? ■ Yes Q No ■ ■ OPA FEMA Form 0860-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding Information from Section A. FOR INSURANCE COMPANY USE Building Street Address (inducting Apt, Unit, Suite, andlor Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Policy Number: City State ZIP Code Clearwater Florida 33755 Company NAIC Number SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: *A new Elevation Certificate will be required C2. Elevations -Zones Al -A30, AE, Ali, Complete Items C2.a-h below according Benchmark Utilized: City of Clearwater • A Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction when construction of the building is complete. (with BFE), VE, V1 V30, V (with BFE), AR, AR/A, AR/AE, AR/A1-A30, AR/AH, AR/AO. to the building diagram specified in Item A7. In Puerto Rico only, enter meters. G-06 El. 26.98 Vertical Datum: NAVD 1988 Indicate elevation • datum NGVD 1929 used p for the elevations in items a) through h) below. NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check a) Top of bottom floor (inducting basement crawlspace, or enclosure floor) 1.0 p the measurement used. feet 0 meters b) Top of the next higher floor 179 D feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) 165 x❑ feet ❑ meters d) Aftached garage (top of may) N/A ■ feet ■ meters e) Lowest elevation of machinery or equipment servicing the bulking (Describe type of equipment and location in Comments) 18.0 ❑ x feet ■meters f) Lowest adjacent (finished) grade next to building (LAG) 4.9 CI feet ■ meters g) Highest adjacent (finished) grade next to building (HAG) 5.0 x feet • meters h) LLQ) at lowest elevation of deck or stairs, including upport 5.0 Q feet ❑meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect 1 certify that the Wbwrnation on this Ce►bTrrepresents my best efforts to interpret statement may be punishable by tine or imprisonment under 18 U.S. Code, Section Were latitude and longitude in Section A provided by a licensed land surveyor? © authorized the data 1001. Yes ■ by law to certify elevation information_ avaNable.1 understand that any false No ❑ Check here if attachments. Certifier's Name License Number Mark S. Liscihai k, PLS LS 5727 l‘qletea 01 - .OZ fG Y L7 Title President & Owner Company Name Zarra Boyd, Inc. Address 1480 Bellrees Street, Suite 3 City State ZIP Code Dunedn Florida 34698 Signature/' Date Telephone Ext fL� 01-07-2021 (727) 738-9010 Copy all pages ' Elevation Certilcate and at attachments for (1) conxnunity official, (2) insurance agent/company, and (3) builfing owner. Comments (including type of equipment and location, per C2(e), if appicable) The elevation fisted in tem C2.a is the bottom of the elevator shaft. The elevator shaft is fisted as the endoskxe in ibem A8. The bottom of the elevated deck elevation is 172. Zone V design certificate will be submfttad with the Finished Construction Elevation Certificate. The elevator design will follow ASCE 24-14 per approved plans section 7.5.1. The elevation listed in Nem C2.e is the bottom of an electric panel located on the wall of the building. See photos. FEMA Forth 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Policy Number: City State ZIP Code Clearwater Florida 33755 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1 --E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and deck the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, c rawlspace, or endosure) is • Beet 0 meters • above or ■ below the HAG. b) Top of bottom floor (induding basement, crawlspace, or enclosure) is ■ feet ❑ meters ■ above or ■ below the LAG. 9 (see pages 1-2 of Instructions), E2. For Building Diagrams 6-9 with permanent Hood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ■ feet IN meters • above or ❑ below the HAG. E3. Attached garage (top of slab) is ■ feet ■ meters • above or ■ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is • feet ■ meters ■ above or ■ below the HAG. with the community's this information in Section G. E5. Zone AO ony: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordnance? ■ Yes ❑ No ❑ Unknown. The local official must certify SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized represerdative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments • Check here iT attachments. FEMA Form 086-0-33 (12/19) Replaces alt previous editors;. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Policy Number. City State ZIP Code Clearwater Florida 33755 Company NAIC Number SECTION G -- COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance Sections A, B, C (or E), and G of this Elevation used in Items G8—G10. In Puerto Rico only, enter to administer the community's floodplain management ordinance can complete Certificate. Complete the applicable item(s) and sign below. Check the measurement meters. from other documentation that has been signed and sealed by a licensed surveyor, by law to certify elevation information. (Indicate the source and date of the elevation E for a building located in Zone A (without a FEMA -issued or community -issued BFE) is provided for community floodplain management purposes. G1. • The information WI Section C was taken ergs, or architect who is authorized data in the Comments area below.) G2. • A conxnunity official completed Section or Zone AO. G3. • The following information (Items G4—G10) G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued ❑ meters Datum G7. This permit has been issued for • New Construction ■ Substantial Improvement G8. Elevation of as -built lowest floor (including f the G9. BFE or (in Zone AO) depth of flooding at the G10. Community's design flood elevation: basement) • feet 0 meters Datum building site: • feet 0 feet ■ meters Datum Local Official's Name Title Community Name Telephone Signature Date Continents (including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces al previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Policy Number: City State ZIP Code Clearwater Honda 33755 Company NAIC Number If using the Elevation Certificate to obtain NFiP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fd on this page, use the Continuation Page. •fit �' J i Photo One Photo One Caption Front & Side 01-07-2021 Clear Photo One 1 l moo Two Photo Two Caption Lowest Machinery 01-07-2021 Clear Photo Two FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 5 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 201 Seminole Street Policy Number City State ZIP Code Clearwater Florida 33755 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and 'Rear View`; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Pholo Mlle Photo Three Caption Clear Photo Three Mb Far Photo Four Caption gtslr n FEMA Form 086-033 (12/19) Replaces aM previous editions. Form Page 6 of 6 thyssenkrupp Elevator September 4, 2019 Mr. Alex Pliska PIisko Architecture Email- pliskoarchitecture@gmail.com RE Seminole Boat Ramp Alec This letter is to confirm that all elevators manufactured and installed by thyssenkrupp Elevator are code compliant to the current ANSI 17.1 elevator code Specifically, the current code version is 2013, along with all Florida Building Code related code requirements. If you have any specific code questions and / or concerns, please let me know. Respectfully. Zoo& Territory Sales Manager Company 4710 Goody:nor Did-, rule 85 Tampa. FL. 33634 Tdophpne: (813) 486-6157 ori 683-8880 Fa (866) 774-2142 E -mai loris tosmeleifiysseioupp n Monet www.tivisseoelavator.com From: Cowell, Louis ioulscosrnelfiethyssenkrupp.com 6 !cf RE: Seminole dock restroom • February 4, 2019 al 9-9 AM To: Alex Alex- We provide code (ADA and National ANSI Elevator) complaint elevator outsi . Any requirements et e e evator hoistway is not our responsibility. Not sure w at turning space is being referred to below. If it is inside the elevator, we provide the required space as mandated by code. R Louis . Cosmelfi Sales - : • , New Installation ET -AM LD T` +1 813 ' ; 6157. M_ +1 813 267 4106, From: Alex ' ko <apncgatorlatampabay rrcom> Sent: Monday, _ . ary 4, 2019 9:35 AM To: Cosmelli, Lo 's 4 k. R• .r - l":Piot - t1. Subject: Fwd: - inose dock restroom Louis, Comments from build g official. Does e specified elevator meet these bu ding code requirements? Alex Alex Plisko Plisko Architecture, P.A. 800A Drew Street Clearwater, FL 33755 727.442.7200 727.461.0030 3oncgatortatamoabay.rr.c om From: Root, tna < Sent: Friday bruary 1, 2019 8:20 To: Chin, ; Desk, Michael; Wo' , Tom; Jansen, Mark; Mahony, Thomas Cc Kader, . • Garriott. Kevin; Zaccari.. Mario; Knotek, Michael Subject !le: Seminole dock restroom MaI sure there is turni ; A space compliant with 304 to Grovkie a Slue 4r- front a' ,.'oach to i 5 'MITIGATION MEASURES FOR NONRESIDENTIAL BUILDINGS Direct acting piston Flood protection leve! Rails Cab Travelling cable Controller Pump unit and controller Rails oil line Buffer springs and stand In ground cylinder Geared/gearless traction machine Governor Hoist cables Cab Counterweight Flood protection lev Buffer stand Governor tail Pit channels Figure 5-25. Typical elements of non-residential and large residential hydraulic elevators (left) and traction elevators (right) (Source: Otis Elevator Company). 5-44 PROTECTING BUILDING UTILITY SYSTEMS FROM FLOOD DAMAGE Principles and Practices for the Design and Construction of Rood Resistant Building Utility Systems Chapter 399 Section 035 - 2015 Florida Statutes - The Florida Senate The Florida Senate 2015 Florida Statutes Title XXIX PUBLIC HEALTH Chapter 399 ELEVATOR SAFETY I Entire Chapter Page 1 of 2 f"4PL9 - o7o6-3 SECTION 035 Elevator accessibility requirements for the physically handicapped. 399.035 Elevator accessibility requirements for the physically handicapped.— (I) Each elevator, the installation of which is begun after October 1,1990, must be made accessible to physically handicapped persons with the following requirements (a) In a building having any elevators that do not provide access to every floor level, elevator hallway call buttons on all main levels of ingress and on any floor that is commonly served by more than one group of elevators roust be marked with Arabic and bralle symbols that indicate floor levels to which access is provided. The symbols must be placed directly above each call button. (b) Eadt elevator car interior must have a support rail on at least one wall. All support rails must be smooth and have no sharp edges and must not be more than 1*.inches thick or 21hinches in diameter. Support rails mast be continuous and a minimum length of 42 Indies overall. The inside surface of support rails must be 1hindtes clear of the car wall. The distance from the top of the support rail to the finished car floor must be at least 31 inches and not more than 33 inches. Padded or tufted material or decorative materials such as wallpaper, vinyl doth, or the bice may not be used on support rails. (c) Each elevator covered by this section must be available to be used at any time to assist the physically handicapped in an emergency evacuation. The requirements of the latest revision of s. � of the American Society of } Mechanical Engineers Standard ASME A17.1 must be complied with to meet the requirements of this paragraph. (d) Interior surface of car enclosures must be of fire -resistive material and walls must be surfaced with nonabrasive mai eriaL All materials exposed to the car interior must conform to the standards of the Elevator Safety Code. (e) A bench or seat maybe installed on the rear wall of the elevator car enclosure. if the bench or seat does not protrude beyond the vertical plane of the elevator car enclosure wall when folded into a recess provided for the bends or seat and, when not in use, the bends or seat automatically folds into the recess. The beach or seat must be capable of supporting a live load of at least 250 pounds on any 12 -inch by 12 -inch area. A padded, tufted, or other decorative material may not be used to cover the bench or seat; nor may the bench or seat encroadt on the minimum dear -inside - cm dimensions specified in this section. (2) Any building that is more than three stories high or in which the vertical distance between the bottom terminal landing and the top terminal landing exceeds 25 feet must be constructed to contain at least one passenger elevator that isopeational and will accommodate an ambulance stretcher 76 inches long and 24 inches wide in the horizontal Position. (3) This section applies only to elevators available for the transportation of the public. This section does not apply to elevators restricted by key or similar device to a limited number of persons in a building that has an elevator that otherwise rneets the requirements of this section or to elevators used only for the transportation of freight. However, elevators that are used as freight and passenger elevators for the public and employees must cosrtply with this section. This section does not apply to dumbwaiters or escalators (4) This section supersedes all other state laws and regulations and local ordinances and rules affecting the amenability of passenger elevators to the physically handicapped, and the standards established by this section may not be modified by municipal or county ordinance. H-nfrcy —s.1. eh. 78-233. sa 1.3. ek 80.3$3; s.3 dh 81-120; s. 2, ch. 81-318; ss. 1, 2 ch. 82-183; ss 41617, ch. 83.145: s 3, ch. 85-236; A 3. ch. 90.73 $. 3.a,. ck 93-14 s. 4 ch. 91-218; s.1, eh. 96-384; s 3, ch. 2010-110 1 ZONE V DESIGN CERTIFICATE RECEIVED BY: V.J.K JAN 28 2021 PLANNING & DEVELOPMENT Nie potty Number an-Surance Co- WELY—OF-Gt-EARWATER StaLe- Building Address or Other Desonetion 201 tisirJ Permit No.City 1...24,trATI-.14- State FL- Zip Code 34-�S 4-e.-41 SECTION I: Flood Insurance Rate Map (FIRPA) Information Commundy Name & No. MS-VR.9 Panel No ri Oa Suffix 14 FIRM Date S/11/ Zila FIRM Zone(s) YE Seaward of LiMWA (Coastal A Zone) 0 Yes 0 No Nwit SECTION II: Elevation Information Used for Design NOM This section documents elevations used in the design- it does not substitute ice a n as-buN Elevation Certificate.) 1. Daturn 2. Elevation of the Bottom of Lowest Horizontal Structural Member 3. Base Flood Elevation (BFE) 4. Elevation of Lowest Adjacent Grade 5. Approximate Depth of Anticipated Scour/Erosion used for Foundation Design....._..... 6. Embedment Depth of Pilings or Foundation Below Lowest Ant Grade..... CI NGVD a NAVD 0 Other , Ike feet above debar 1.4-. feet above datum feet above datum 4ijk‘\ 11d Gt feet g*t SECTION al: Zone V Design Certification Statement NOTE. This section mint be certified by a Florida licensed engineer or archlactj I certify: (1) I have developed or reviewed the structural design, plans, and specifications for construction and (2) the design and methods of construction to be used are in accordance wah accepted standards of practice for Meeting the foBowing provbions: • The bottom of the lowest horizontal structural member of the lowest floor (with the exception of mat or raft foundations, ping, pile caps, columns, grade beams and bracing) is elevated to or above the EWE in accordance with the requirements of the Honda Sunding Code or local floodplain management regulations (manufactured homes and buildings exempt from the FBC. B); and • The pas and column foundation and budding or structure to be attached thereto is designed in accordance with the Flofida Building Code to be anchored to resist flotation, collapse, and lateral movement due to the effects of the wind and flood loads acting simultaneously on all building components. and other load requirements of the Flonda SuOdivg Coda. The potential for scour and erosion al the foundation has been anticOated for conditions associated with the base flood. including wave action. 4TAI SECTION IV: Breakaysay-WellDesign Certification Statement NOTE This section must atso be certified bra Ronda licensed engineer oretchdect when besakaway we &ccoed a design safe loading resistance of 20 pounds per square bot. rho requirenvant does not aware) open woodtblesfic lehiceistatsiroulans or insect screeningj arid methods of construction to be used for the break In accordance tvati the Florida Suiting Code, Budding I certify: (1) I have developed or reviewed the structural - and speclflcabons for construction and (2) the design (ASCE 24) or Ronda &eking Code, Residential. as appficableand accepted standards of Practice - SECTION V: Certification and Seal This certification is to be signed and sealed by a Florida licensed professional engineer or aroused authorized by law to certify structural demur.. 1 certify the Zone V Design Certification Statement w Section 111 and The &eakaJ Wall Design Certification &stamen 1 in Section lV (if applicable). r>A*EF, 0 4\-# rir ilk*Pliv4Ftlioi1/4.1 ruvit? 0 Si' toltilliss OTeir Sr 1.1%) ilfer in%) 1 ANC? It' E. hellefIdiE L AA ir-n-tCei - • Name Frit jui:51%) Florida license Number sf -17;triAtiViat '• ..42,,s TV-ie5 h)Ei1Z4 Eil,lf PYanY l'IlfeiAglihil:CrEtt-- FL337(4- I 4-'.. 401411/149 slii, 1 N State jjp„ Etui• :cc E Add`1714./ki-fr- 1' i 3119 titij 36-- s*s. * ft put, signakee o e T So AI t gig E w v„ .1#4,e 'VP •-• t, OA; • 4_t L 0 a L "6., Pi, I ' 041, _ ;lir ... ": • zoe . " WI 4r. r 11 MP / Florida Model Zone V September 4, 2019 PROJECT NO. PLSK018002 Mr. Alex Plisko, PA, AIA Plisko Architecture 800 Drew Street Clearwater, FL 33755 RE: SIBIANIOLE BOAT RAMP RESTROOM BURMA CLEARWATER REVIEW COMMENTS PERMIT NO. BCP2019-070643 BUILDING RENEW COMMENTS Dear Alex: 2555 Nursery Road Suite 101 Clearwater, FL 33764 T: 727-536-8772 F: 727-538-9125 www.pennoni.com This letter will confirm that the concrete elevator pit and reinforced masonry shaft have been designed in accordance with FEMA Technical Bulletin 41November 2010, Elevator Installation for Building Located in Special Flood Hazard Areas In accordance dance with the National Flood Insurance Program° `�35Ini1.iti1�i ••` 4E �C •ATS • "•.?>.S Jai No 3262g 3�. _ *• i s ti f 5.w # s . i,f # • �41.6 : STATE OF /4i E. Michael rthy, PE ,•�`t .-•l�. kt•� NA ,dor Vice President '�, a8s' .0 R t �Q���• i�O Sincerely, Pennoni September 4, 2029 PROJECT NO. PLSKO18002 Mr. Alex P!iisko, PA, AIA Plisko Architecture 800 Drew Street Clearwater, FL 33755 RE: SEMIIOLE BOAT RAMP RESTROOM BUILDING CLEARWATER REVIEW COMMENTS PERMIT Na WRONG REVIEW COMMENTS Dear Alex: 2555 Nursery Road Suite 101 Clearwater Ft. 33764 T: 727.536-8772 F: 727-538-9125 www.pennom.com This letter will confirm that the two wood stairs are designed to withstand the wind loads required by the 2017 Florida Building Code (FBC) and breakaway under hydrodynamic loading during a design flood event In accordance with ASCE 7- Chapter 5, ASCE 24, and FSC 2017. Sincerely, Pennant