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Home My WebLink AboutENGINEERING10I lv -o (ca SCANNED St_ Lucie County County Davis & Cleaton Engineering, Inc. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 407-539-2353 January 31, 2020 B2 Boyer Building Corporation POBox8 Polk City, FL 33868 Attn.: Mr. Gary Boyer Re: Atlantis Condominiums Building "A" Located @ 10101 S. Ocean Drive in Jensen Beach, Florida 34957 Dear Mr. Boyer: Per your request, this letter is in response to the comments received from the Building Department for the Referenced Project. We have the following response to the comments: 1.) We have revised the Design Statement to remove Reference to the Residential Code. See the Attachment. 2.) We have revised the Design Statement to correct the Wind Speed and Exposure. See the Attachment. 3.) The columns are constructed of trimmed 2" x 6" S.Y.P. for form a 6" x 6" column. The original information provided for the Reference Project led me to believe the project was located in a 140 MPH Wind Zone, with an Exposure "B" with the patio being entirely open and the columns were Decorative Only. Now, based upon the latest information, the project is located in a 160 MPH Wind Zone, with an Exposure "D" with the patio intended to have an exterior wall of some material to protect from wind and rain coming into the patio. We have evaluated the construction you originally provided for the Referenced Project and determined it is not structurally adequate for the latest loading conditions. Even though, the columns are not intended to support vertical loads from the building, they are structural to resist the lateral wind loads. Considering the latest loading conditions, the columns are not structurally adequate to resist the lateral wind loads if there is anything constructed between the columns that would make the area solid. Therefore, the distance between the columns must be left entirely open. The attached sketch shows what is required to attach the columns at the top and bottom with the patio is entirely left open. If there are any questions, please contact us. ;Regard Or:O rR p Ile , P.E. Atlantis Condominiums Building A 10101 S. Ocean Drive Jensen Beach, FL 34957 The scope of work for this project only consists of adding (3) decorative, non-structural 6" x 6" Pressure Treated Wood Columns between the slab on grade and the second cantilevered reinforced concrete floor of a multi -floor building. These decorative non- structural 6" x 6" Pressure Treated Wood Columns only have been designed in accordance with the requirements of the 2017 Florida Building Code, Sixth Edition — Building, Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (V R): 160 MPH (3-Second (just) Nominal Design Wind Speed (Vazd): 123.94 MPH (3-Second Gust) Risk Category: III Wind Exposure Category: "D" Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls: N/A • Roof. Existing. Type of Roof System: Existing. Materials: Existing. Fastening Requirements: Existing. Flashing Requirements: Existing. DAVIS & CLEATON ENGINEERING, INC. 101 SuNNYTowNROAD, SurrE 109 CASSELBERRY, FL 32707 PHONE#-.407-539-2353 Lic.#35816 �XisriN4 _ M"CMQ'- su(j ✓G u. 2GYiN.� SSl.,bE I 5/Nlosa.tA84G6��4rr�•cHEo �o.o/CG ut000 eol"M l [ uSiA.Ai �8�lvt>•XsY2°G'oyrfo.sat.RF �1� I 3 four str coo ovra& ?ePM SAULM MXrAL LATO MiZ IS&- Ra0Fw4 mx Ur . y)F sxw-uPP w fH�r�b �cb euw/s,e2 w�TM /+M.Y�A+AztW l0�(A'pneN utlRer.,a Ar mcj�.CaanR� -SITE-i3orr aLX& 001.v0,A/09eotunrYe j -rm 6- - 3 F_A4 16 '; " ' , DAVIS & CLEATON ENGINEERING INC. N 101 Sunnytown Road, Suite 109 F7, l Casselberry, FL 32707 PH.: 407-539-2353 UC. # 35816 t ORS" CERTIFICATE OF AUTHORIZATION # 8689 _ •'`��•`. s I Simpson Srrong-Tie Retrofit Post Base The RPBZ rehofit post base is designed to reinforce exisfing posts and columns. The single, versatile model will fit on any size post consisting of a double 2x4 or larger. RPBZ can also be used to reinforce new d Post -base connections, such as braced carports, patio Vcovers, decks and other structures. The RPBZ can be .0 Installed with the CPS Composite plastic standoff to meet a 1 ° post standoff code requirement. (For more to to information about the CPS, see p. 321.) A single RPBZ Ct can be installed on a post that is Posh to a comer, mand two RPM can be installed at away -tom -edge conditions to fortify the post -base connection ' to resist both wind and sebrdc forces. Strong -Drive® SDS Heavy -Duty Connector screws Install easily and provide excellent holding strength for post -to -flange connections. Addsionally the RPBZ can be Purposed as a temporary base Podure for Posts when shoring beams. RPBZ comes standard In ZMAV finish to meet errposure conditions In many emdronments. See additional Corrosion information at strongtie.com/corrosion. Material: 12 gauge Finish: ZMAX coating Installation: • Use all specified fasteners; see General Notes. • W x 1 W Strong -Drive SDS Heavy -Duty Connector and base connection fasteners are not provided with RPBZ Simpson Strong -Tie CPS series composite post standoff sold separately. • Post bases do not provide adequate radstarrw to prevent members from rotafing about the base and therefore are not recommended for non -top -supported installations, such as fences or unbraced cer ports. Codes: See p. 12 for Code Reference Key Chart RPBZ Installation Away from Edge on Concrete ordoubie min. post RPBZ RPBZ Installation in Exterior Fmrironment SIMPSOfi StrongTi CPS p _ provides 1 standoff b RPBZ Installation with CPS Away from Edge on Concrete RPBZ Installation on Wood RPBZ Fp O 44 tF3 Concrete X RPBZ Comer Installation Post Flush to Edge I 66 Davis & Cleaton Engineering, Inc. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 407-539-2353 February 7, 2020 B2 Boyer Building Corporation POBox8 Polk City, FL 33868 Attn.: Mr. Gary Boyer SCq St 4Uc/�CoUO ntY Re: Atlantis Condominiums Building "A" Located @ 10101 S. Ocean Drive in Jensen Beach, Florida 34957 Dear Mr. Boyer. Per your request, this letter is in response to your request to evaluate the Reference Project to Existing Site Conditions. We considered the following Design Criteria: • Ultimate Design Wind Speed (V ,,): • Nominal Design Wind Speed (V.d): • Risk Category: III • Wind Exposure Category: "D" We considered the following Site Conditions: Height of Columns: 8 Ft. 160 MPH (3-Second Gust) 123.94 MPH (3-Second Gust) Span Between Columns: 8'-0" on one side & 12'-0" on the other side. Attachment @ Top & Bottom: Concrete We considered the following Construction: • Size Column: 8" x 8" P.T. #2 S.Y.P. • Connector @ Top & Bottom: (2) Simpson RPBZ (See Attachment) ' o Fasteners: (4) 3/8" Dia. Anchor Bolts a minimum of 2 %2" from the nearest edge with 2 '/4" minimum embedment into 2,500 psi (min.) concrete using Simpson SET-3G Structural Anchoring Adhesive. Considering the above information, the Construction Specified is acceptable for 50% wind resistance. If there are any questions, please contact us. Re ard�/s/ rank�/Y(Getton Jr/. FL P.E. #35816 Davis & Cleaton Engineering, Inc. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 407-539-2353 January 31, 2020 B2 Boyer Building Corporation POBox8 Polk City, FL 33868 Attn.: Mr. Gary Boyer Re: Atlantis Condominiums Building "A" Located @ 10101 S. Ocean Drive in Jensen Beach Florida 34957 Dear Mr. Boyer: Per your request, this letter is in response to the comments received from the Building Department for the Referenced Project. We have the following response to the comments: 1.) We have revised the Design Statement to remove Reference to the Residential Code. See the Attachment. 2.) We have revised the Design Statement to correct the Wind Speed and Exposure. See the Attachment. 3.) The columns are constructed of trimmed 2" x 6" S.Y.P. for form a 6" x 6" column. The original information provided for the Reference Project led me to believe the project was located in a 140 MPH Wind Zone, with an Exposure `B" with the patio being entirely open and the columns were Decorative Only. Now, based upon the latest information, the project is located in a 160 MPH Wind Zone, with an Exposure "D" with the patio intended to have an exterior wall of some material to protect from wind and rain coming into the patio. We have evaluated the construction you originally provided for the Referenced Project and determined it is not structurally adequate for the latest loading conditions. Even though, the columns are not intended to support vertical loads from the building, they are structural to resist the lateral wind loads. Considering the latest loading conditions, the columns are not structurally adequate to resist the lateral wind loads if there is anything constructed between the columns that would make the area solid. Therefore, the distance between the columns must be left entirely open. The attached sketch shows what is required to attach the columns at the top and bottom with the patio is entirely left open. If there are any questions, please contact us. .Nal•n �••Ir. d� v; :Regards: O ; O . rri N . an V p.. tleaf�•JgP.E. � U/t •'N tt Atlantis Condominiums Building A 10101 S. Ocean Drive Jensen Beach, FL 34957 The scope of work for this project only consists of adding (3) decorative, non-structural 6" x 6" Pressure Treated Wood Columns between the slab on grade and the second cantilevered reinforced concrete floor of a multi -floor building. These decorative, non- structural 6" x 6" Pressure Treated Wood Columns only have been designed in accordance with the requirements of the 2017 Florida Building Code, Sixth Edition — Building, Chapter 16, Structural Design. The following wind load requirements, in accordance with Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (V ii): 160 MPH (3-Second Gust) Nominal Design Wind Speed (Vwd): 123.94 MPH (3-Second Gust) Risk Category: III Wind Exposure Category: ,D,, Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls: N/A • Roof. Existing. Type of Roof System: Existing. Materials: Existing. Fastening Requirements: Existing. Flashing Requirements: Existing. DAvis & CLEATON ENGINEERING, INC. 101 SUNNYfOWN ROAD, SUM 109 CASSELBERRY, FL 32707 PHONE #:407-539-2353 LIC. #35816 S1MP-5'oA1 ABA&60 ArrAC116—P To cod0,6E7T 544$ uszAjcF EHfiEOHFN9' t��I,c/G ��yPSo.d S..ET..�PoxY`,t7To,zo[t0 �� L� m 51MP5;o,,rAs$G69, 7vcyn> ToGXG woo Col um at i ['g)/A'dxsYz'avAjpfDid IJAILS �ris'.1 � 3 [oAr sry uw ov z& NPe2aauuW nCrAL1470 ---_—. orcx. ISM RooFw4 FRET q 94 54IF Lop 7 Ax(, cury/pfiR _ w�TH 4ALVA..�z�W 46.JCoMneN� Ar A44I-Co"'- 4T-6'1 o.) cl,.vML -SITE-i3v,:.r aLx& 0oL';."v(Dtco/u.T'11•le 'rdTX L. — 3 FA r2_I3 DAVIS & CLEATON ENGINEERING, INC. 101 Sunny[own Road, Suite 109 Casselberry, FL 32707 PH.:407-539-2353 LIC-N35816 CERTIFICATE OF AUTHORIZATION k 8689 :imaon SL Retrofit Post Base The RPBZ retrofit post base is designed to reinforce - existing posts and columns. The single, versatile model will fit on any sae post consisting of a double 2x4 or larger. RPBZ can also be used to reinforce new M Post -base connections, such as braced carports, patio covers, decks and other structures. The RPBZ can be .a Installed with the CPS composite plastic standoff to - meet a 1" post standoff code requirement. (For more H information about the CPS, see p. 321.) A single RPBZ m can be installed on a post that Is flush to a comer, to and two RPBZs can be installed at away -from -edge m condition to fortify the post -base connection t r t to resist both wind and seismic forces. 'y Strong -Drive® SOS Heavy -Duty Connector screws j install easily and provide excellent holding strength for post -to -flange connections. Additionally, the RPBZ can be purposed as a temporary base fixture for posts when shoring beams. RPBZ comes standard ' 1 in ZMAX® finish to meet exposure conditions in many i environments. See additional corrosion information at strongge.corUcorrosion. I Material: 12 gauge 1 Finish: ZMAX coating Installation: • Use all specified fasteners; see General Notes. (� • Ve x 1 W Strong -Drive SDS Heavy -Duty Connector and base connection fasteners are not provided with RPBZ Simpson Strong-Tle CPS series r composite post standoff sold separately. • Post bases do not provide adequate resistance to prevent members from rotating about the j base and therefore are not recommended for I non -top -supported installations, such as fences or unbraced car ports. I Codes: See P. 12 for Code Reference Key Chart t RPBZ Installation Away from Edge on Concrete RPBZ RPBZ Installation in Exterior Environment RPBZ Installation with CPS Away from Edge on Concrete RPBZ Installation on Wood RPBZ jF2 o „ 4x4 •L• th Concrete if RPBZ Comer Installation Post Flush to Edge (y: l q 10- of $(D 11441.) RECEIVED Davis & Cleaton Engineering, Inc. AIIG 0 5 2020 101 Sunnytown Road, Suite 109 permitting Department Casselberry, FL 32707 St. Lucie County 407-539-2353 February7, 2020 B2 Boyer Building Corporation POBox8 Polk City, FL 33868 Attn.: Mr. Gary Boyer Re: Atlantis Condominiums Building "A" Located @ 10101 S. Ocean Drive in Jensen Beach, Florida 34957 Dear Mr. Boyer: Per your request, this letter is in response to your request to evaluate the Reference Project to Existing Site Conditions. We considered the following Design Criteria: • Ultimate Design Wind Speed (V dt): 160 MPH (3-Second Gust) • Nominal Design Wind Speed (V.d): 123.94 MPH (3-Second Gust) • Risk Category: III • Wind Exposure Category: "D" We considered the following Site Conditions: • Height of Columns: 8 Ft. Span Between Columns: 8'-0" on one side & 12'-0" on the other side. Attachment @ Top & Bottom: Concrete We considered the following Construction: Size Column: 8" x 8" P.T. #2 S.Y.P. Connector @ Top & Bottom: (2) Simpson RPBZ (See Attachment) o Fasteners: (4) 3/8" Dia. Anchor Bolts a minimum of 2 %2" from the nearest edge with 2 3/4" minimum embedment into 2,500 psi (min.) concrete using Simpson SET-3G Structural Anchoring Adhesive. Considering the above information, the Construction Specified is acceptable for 50% wind resistance. If there are any questions, please contact us. Re ards rankGleSton Jr.,P.E. > FL P.E. #35816 �c Pi SCANNEDBy St. Luce Count r3 w [ / 3 � t y t yg fi. -'! :� � E-•',�`r. r'i --��d9 (' ;.as'.. sF 6a'� �'r c'�/A' :.4,a ✓w, �P/Y(,,. �T /!�'J� ,'. 119, rs 1�i /�' ( ?, �x ,, � '' uw,. a.0 �r ^�� , .. a.e.v ,.:n.,a, 1�✓'W/fi„ ��JYG[ .. » ±v. .am ++. x. `� p vx., n S .a',^ 3..,— .±..�w •;., ,.. ,„} �•.�. s.. ._, s a3 a. .n.. -A "e y P i 4 , Atlantis Condominiums Building A 10101 S. Ocean Drive Jensen Beach, FL 34957 The scope of work for this project only consists of adding (3) decorative, non-structural 6" x 6" Pressure Treated Wood Columns between the slab on grade and the second cantilevered reinforced concrete floor of a multi -floor building. These decorative, non- structural 6" x 6" Pressure Treated Wood Columns only have been designed in accordance with the requirements of the 2017 Florida Building Code, Sixth Edition — Residential, Chapter 3, Section R301.2.1. The following wind load requirements, in accordance with the 2017 Florida Building Code, Sixth Edition — Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (V„ic): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vwd): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: `B" Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls: Existing. • Roof. Existing. Type of Roof System: Existing. Materials: Existing. Fastening Requirements: Existing. Flashing Requirements: Existing. DAMS & CLEATON ENGINEERING, INC. 101 SUNNYTOwN ROAD, SUITE 109 CASSELBERRY, FL 32707 PHONE #:407-539-2353 LIC. #35816 Project Name: Decorative, Non -Structural Columns for Atlantis A Condominiums Project Address: Atlantis Building A 10102 S. Ocean Dr Jensen Beach, FL 34957 Legal Description: Atlantis Condominium Building A. A condominium comprising a part of Section 2, Township 37, Range 41 as shown in declaration of Condominium 280-90. 4.4 Acres. Locator Map: j S _i u lontic BullfingB® Gwt Project Description: Plans for three (3), decorative, non- structural 6x6, Pressure Treated Wood Columns. Columns were installed between the Slab On Grade and the 2nd Floor Slab and are attached to the slabs with Simpson Anchors. DAVIS & CLEATON ENGINEERING, INC. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 PH.: 407-539-2353 LIC. # 35816 CERTIFICATE OF AUTHORIZATION # 8689 - i e �1 inxm OD &nW r P*L. P*6 c&wl Y+V A or w, Cwva Z 2 •pjmm r m On ,ca z z ko m czi �NDfLB02 ,M-.t.T AAL Bmcooy 3AB RED' ,i/Fkrr koti9-S�ucT�?�+5 ,�uTERlai? �q.11 L'o[u,a.vs wRA� u1rYNr?E7�tG4�H �STu�Co SSE€ D�CoP-iP�Td� *1 - Vu ELiE✓�.�"� S.- 3 uAr srvuo VVMA FAPA& 6ALWJQ 01M ACIAIN F_x sfny GYFV- IS ROOPP34 FIST' Ll smvcm4I- n v n F+ p /1��xfsi -A_I " m v~i — T g a r ,4) Y� krrFA<2scr��wcr + .. n w� 5 � ,q,•,�,��vrd poST vsy,�cf t4) /4 x/Yz SOS CrYR� �WW4 �� B -+ o '# Z Miw "#,ZS. [. /'• Fj�FfiJovci � r ff m �(/j7/L$ C� 3oaC• �.CP'��.XryP) On �� per. 1A YG w S/,N�1-'OA!/1/f/4 /9G� z ' ItS4 IP uPP� LO m �AsE�gTlAC/JED + ! ?,oep94OkIOODCoLf/NN I_� w�n�4nua��sw IcD uS�As�CB�o•/lo2X3{'z°C,v/�); WA'" Ar F chi.-Go"rd- A�r4eg7-b °��+CR� 4rG° o f cl'�uTE/L A/Aa a J „ R' n �• :. SL/�3US/,uy' `�& �6,q,,leVO.e sli'E-t.vl�Y axG COf.J✓t�h%(DEGolL4 � rdLti..- 3 Peh — .� SECT,_. Ow�. � " a✓ W _. 1N SUP ' St. I- e• -. t 1 � a { i C*v,.i�,' �'S m4iln IAA i �`.-ax't's fs �*s„ :i*i r� w'.s r-a. ' �/P�YC-�J C✓�1r ! a :� sa •<•..w-.a��-, .y •k�r...� '''�{' D�iP.�hk �jCrlh7.1 'i`+°wS.s.. WM1J'YlN 'YJ' }Y,�'�'k z, 1� D � , n Yet" rvi '1 Of Site, f n v�r-ales 0,(u ^3 � n na- V Atlantis Condominiums Building A 10101 S. Ocean Drive Jensen Beach, FL 34957 The scope of work for this project only consists of adding (3) decorative, non-structural 6" x 6" Pressure Treated Wood Columns between the slab on grade and the second cantilevered reinforced concrete floor of a multi -floor building. These decorative, non- structural 6" x 6" Pressure Treated Wood Columns only have been designed in accordance with the requirements of the 2017 Florida Building Code, Sixth Edition — Residential, Chapter 3, Section R301.2. L The following wind load requirements, in accordance with the 2017 Florida Building Code, Sixth Edition — Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (V iI): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vmd): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: `B" Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls: Existing. • Roof. Existing. Type of Roof System: Existing. Materials: Existing. Fastening Requirements: Existing. Flashing Requirements: Existing. DAVIS & CLEATON ENGINEERING, INC. 101 SUNNYTOWN ROAD, SUM 109 CASSELBERRY, FL 32707 PHONE #:407-539-2353 LIC. #35816 13 Project Name: Decorative, Non -Structural Columns for Atlantis A Condominiums Project Address: Atlantis Building A 10102 S. Ocean Dr Jensen Beach, FL 34957 Legal Description: Atlantis Condominium Building A. A condominium comprising a part of Section 2, Township 37, Range 41 as shown in declaration of Condominium 280-90. 4.4 Acres. Locator Map: Project Description: Plans for three (3), decorative, non- structural 6x6, Pressure Treated Wood Columns. Columns were installed between the Slab On Grade and the 2nd Floor Slab and are attached to the slabs with Simpson Anchors. DAVIS & CLEATON ENGINEERING, INC. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 PH.: 407-539-2353 LIC. # 35816 pS / or 3 CERTIFICATE OF AUTHORIZATION # 8689 Ln ff vm � ip M,o � T p [Tr[n1 ONrg D D t"nWm Cwvy Z = aaZ y LA C n N z m �r orn Ofl A 0 Z Z U W m r Z M e, n u 'D W e7pv eTvR/�� `� k(gL1 ELEVAnamt FL" 11— a4 ewnL&'VEA" .V awNpkL- jj�,t4ol ..AI IAA �_I.��wsrw4 Gtr:T��b'rR/4Fi SYR.'.LTw#AL BALCONY :LIB ALOE kt� ,t[o c9-STQvC7�lIA <y Ca[u.y df w9A/4al*7 411*1y�Pf4 L4Tf/ �iSCc SSE€ 17-04oJZA17- NV L'pLuns,tf D61�4/L � } 3 uAr srv"o OVMA FAPg& SALWa 00912L. ZAN f_Kisri +4 GO?- Ise- RaOFw4 FFA r s (�jsjrliYotl RPF3� AilL'AlogS m 2 m O :. < RT'lACW6DTa edOdff 78vr� y X-odREwes Ste' W ^ ��,q.eAF D7a POSTc/S:1AA(3 Z41 V4 "X/Y2"SOS IrYR) Dv"''iwa0 B o �aSE?xSX USIAI lr�)410VS14D �r �m NA/15 G-' 3o"o.e.�.¢KxTyR� oFi 0M W S/y 5roAJ.4 LoG m w SEgC�JfD I N.F.t su P uPPtiJ w m n PorslAA A rr Acb cvmjbXA-*;IA !P � 7b(oJCCo%t:opOCaLu.VN i-� � w�n+4.w.��saco icD uS/ cas CB�o•/la2X 3`'z"Wig) Wok " Ar 9Au1. CowP,t 5 ¢A-rr4d I ry do;vCR� arG" oN cl',vTE�L ,�lA .� SL/�3 US/,ulj g�&��.QMc"Jf�f� sire-fivwr axf� eoa�n�el ��EGo2d t. 'n ' Wj�C%/o.c/ �}.� SCANNED BY Atlantis Condominiums St. Lucie County Building A 10101 S. Ocean Drive Jensen Beach, FL 34957 The scope of work for this project only consists of adding (3) decorative, non-structural 6" x 6" Pressure Treated Wood Columns between the slab on grade and the second cantilevered reinforced concrete floor of a multi -floor building. These decorative, non- structural 6" x 6" Pressure Treated Wood Columns only have been designed in accordance with the requirements of the 2017 Florida Building Code, Sixth Edition — Residential, Chapter 3, Section R301.2.1. The following wind load requirements, in accordance with the 2017 Florida Building Code, Sixth Edition — Building, Chapter 16, Structural Design, Section 1609 and ASCE 7-10 were employed in the design of the structure: Ultimate Design Wind Speed (Vwc): 140 MPH (3-Second Gust) Nominal Design Wind Speed (Vasd): 108.44 MPH (3-Second Gust) Risk Category: II Wind Exposure Category: `B" Applicable Internal Pressure Coefficient: +/- 0.00 Design Pressure for Exterior Components & Cladding: • Walls: Existing. • Roof. Existing. Type of Roof System: Existing. Materials: Existing. Fastening Requirements: Existing. Flashing Requirements: Existing. DAMS & CLEATON ENGINEERING, INC. 101 SuNNYrowN ROAD, SUITE 109 CASSELBERRY, FL 32707 PHONE #:407-539-2353 LIC. #35816 Project Name: Decorative, Non -Structural Columns for Atlantis A Condominiums Project Address: Atlantis Building A 10102 S. Ocean Dr Jensen Beach, FL 34957 Legal Description: Atlantis Condominium Building A. A condominium comprising a part of Section 2, Township 37, Range 41 as shown in declaration of Condominium 280-90. 4.4 Acres. Locator Map: �,o,oxsam , Yy 'J A,Ientic BulldngB S� Project Description: Plans for three (3), decorative, non- structural 6x6, Pressure Treated Wood Columns. Columns were installed between the Slab On Grade and the 2nd Floor Slab and are attached to the slabs with Simpson Anchors. DAVIS & CLEATON ENGINEERING, INC. 101 Sunnytown Road, Suite 109 Casselberry, FL 32707 PH.: 407-539-2353 LIC. # 35816 )PS e r 3 CERTIFICATE OF AUTHORIZATION # 8689 �Wgn m�2 a r aw v oz N S N pn �A z Z x cl w to m N z w o, n I - -o w - €tom✓�.rj®�! pry lr&"/y irswr.wPkL B<µ,CAr1j VAa �YJSr/.�4 U.wr1eE'r6i�Pi ..M-.tivAAL SAeeoNy :LIB ,7wggrFiAto14,,tloal-S uCT�2A47 ax46 eoLuAfA49 WRAF ld/?V,y9pf42*rf1 451-oeCo SSE€ pe4oRUTI✓,F /,LuKAJ D61.4/L � �. �4'!V ,r. 5 ¢".5zmov4poe 3 tour sr, uo "MA F_XisTi.+y over. Is= rtooFw4 Fwr S 76vLTt41L n •o c, �- v (,�i5/NPS'o,J �Qni3 � Ate' !o/{ s AT'fACl1FrD� CowG+q�vt/Ivry s W� T,q� vr� PosTVSiAACi [¢) �¢ XIJ12 SOS frYR) W ,¢ rY14�N z "XG "# 2S. Y. A. F1EFti,3�✓zS y�� m ,c%¢its G� 30°0•�•IM�E'u•xTi'P) o n w c o,�/ Af3R m c�v Z ' yFASKiRcAPP1FJ: 7zoGJ�COU,(OODCoLuNN_ I-S w'rN4"LVANIZ 4 IGD uSiaf CBio.11o2X3�.2ii /3r" oN µcmCoc+wP.L A1,4,V 5 ¢A-'%�"doo+CRL:T'r G" u',uTE2 . �- `7 3iTE-t3w�r axG evl.�n„�J�DEGol1yT'lpli j go�Ir&YA. IA ZN