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Home My WebLink AboutREVIEW COMMENTS 2V w ECTOR E fl G I fl E E R S Project Number: U1382-508-171 July 18, 2017 Planning & Development Services 7t Building & Code Regulation Division 2300 Virginia Avenue Fort Pierce, FL 34982 ATTENTION: Joe Cicio 1 7;--Blow j 6UANNED THREES %e%Ng AND ALL RRO,QOS�-D W0N'?{t BY ARE SUUMTTOANY COP ECiiONS I_I Irlo rminty `RiQUIRED BY FIELD 114SPECTORS TRT ~. F.4.AY BE NECESSt:f?Y lk# OnDCiwit T O C�'41 ! y WITH ALL 11 jpL ,-A1L: CC�ra. REFERENCE: 3207 Industrial 29's St., Fort Pierce, FL 34946 (Permit Number: 1705-0124) ClearSpan # 7259847 Dear Joe Cicio: The following is written in response to the plans check letter with review dated June 21, 2017 for the above referenced project. Our responses are limited to structural concerns only. GENERAL STRUCTURAL REVIEW COMMENTS ONLY COMMENT 1: MICHAEL LUE OR ROGER ALWORTH WILL BE THE DESIGN PROFESSIONAL OF RECORD * IF MICHAEL LUE IS THE D.P. OF RECORD HE MUST REVIEW AND APPROVE THE PLANS FROM VECTOR ENGINEERING * SEE FAC 61G15-31 FOR GENERAL RESPONSIBILITY AND SEE NOTE 2 BY MICHAEL LUE REGARDING SHOP DRAWINGS SUBMITTED FOR APPROVAL **** SECOND REVIEW **** YOU NOW HAVE A NEW ENGINEER FROM VECTOR ENGINEERING BEING JACOB S. PROCTOR / MR.PROCTOR IS NOT PART OF THE CERTIFICATE OF AUTHORIZATION FOR VECTOR ENGINEERING AS DESCRIBED IN F.S. 471.023 AS MR. ALWORTH WAS / IDENTIFY WHO WILL BE THE DESIGN PROFESSIONAL OF RECORD * MIKE LUE TO MODIFY THE NOTE ON S-1 TO COMPLY WITH NEW VECTOR ENGINEERING DATE OF 6/12/2017 NOT FEB 15 Response: Jacob Proctor of Vector Structural Engineering will be the E.O.R. for this project. Jacob is employed by Vector Structural Engineering and is thus covered by Vector's Certificate of Authorization. COMMENT 2: THE DESIGN PROFESSIONAL OF RECORD MUST ADDRESS THE FABRIC COVERING W/ ATTACHMENT TO THE BUILDING FRAMEWORK * NEED THE FIRE RATING OF THE MATERIAL PER FBC 3102 AND NFPA 701 ****SECOND REVIEW **** DID NOT ADDRESS **** SUMBIT THE MANUFACTURES ti SPECIFICATIONS FOR THE MEMBRANE COVERING AS PART OF THE PACKAGE / Response: See attached fabric specifications. In addition, see added sheet K1 & K2 for fabric connection details. j 651 W. Galena Park Blvd. / Draper, UT 84040 / T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com Project Number: U1382-508-171 Date: July 18, 2017 COMMENT 3: VECTOR HAS CLASSIFIED THIS AS A TYPE IIB STRUCTURE AND MIKE LUE HAS CLASSIFIED TIES AS A TYPE III B STRUCTURE * [PLEASE CLARIFY] FBC 3102.3 DISCUSSES THIS AS A NON COMBUSTIBLE TYPE IIB STRUCTURE **** SECOND REVIEW / ITEM NOT ADDRESSED **** Response: See revised drawings by Michael Lue submitted separately. COMMENT 4: S-1 / NOTE 7 UNDER HELICAL PILES STATES THAT INSTALLER TO REVIEW THE SOIL TEST AND DETERMINE THE REQUIRED DEPTH AND CAPACITY OF THE HELICAL PILES * THIS NEEDS TO BE GENERATED BY MIKE LUE WITH THE PILE SPECS NECESSARY TO ACHIEVE THE REQUIRED LOADS INCLUDING SHAFT LENGTH AND DISC SIZES **** SECOND REVIEW **** ITEM NOT ADDRESSED Response: Addressed by others. COMMENT 5: ENGINEER TO STATE THE OCCUPANT LOAD ON PLANS OF THE STRUCTURE FOR A GROUP B AS STATED BY MIKE LUE **** SECOND REVIEW / ITEM NOT ADDRESSED **** Response: See revised sheet Bl. The structure has been classified with an S-1 use group. We hope this meets your needs. If you have any questions or require additional information, please contact us at your convenience. Sincerely, VECTOR STRUCTURAL ENGINEERS Jacob S. Proctor, P.E. Project Engineer JSP/der Firm License: 26626 OF 18, 2017 FRU88N-6 400 MEMBRANE STRUCTURE FABRIC WITH ARMORKOTE a INTERTAPE POLYMER GROUP® TECHNICAL DATA SHEET DESCRIPTION PERFORMANCE PROPERTIES NovaShield® brand FRU88X-6 400 is a flame- The following data are typical values based on ASTM standard tests. retardant, heavyweight fabric for applications This data should not be considered specification. requiring UV stability, such as membrane structures and alternate daily landfill covers. OrahTensile Warp 375 lb 1665 N / Weft 340 Ib 1510 N The scrim is produced in a special weaving ASTM D5034 pattern to enhance thickness, flatness, Strip Tensile (N/5cm) Warp 2601bAn (2310)NVeft 240lbrin (2131) abrasion resistance, and tear properties. The ASTM D5035 flame-retardant proprietary coating is used to enhance abrasion resistance, flex resistance, Tongueiear Warp 120 lb 533 N / Weft 110 lb 489 N seam strength, UV resistance and longevity. ASTM D2261 FABRIC SPECIFICATIONS ASTM Tear Warp 110 lb 488 N / Weft 90 lb 400 N ASTM D4533 Weave: Woven clear HDPE scrim using Mullen Burst 665 psi /4581 kPa natural FR/UV tapes ASTM D3786 Coating: LDPE, 4 mil average each side (95 g/m2/side) Accelerated DII >90 % strength retention after 2000 hrs Color: White, blue, green, grey, Weathering' exposure @ 0.77 W/m2/nm, or 1200 hrs sandstone and other colors ASTM G154 exposure @ 1.35 W/m21nm available upon request Weight: 12.4 oz/yd2 (407g/m2) +/- 5 % Accelerated Natural >80 % strength retention after 5 Florida Thickness: 23 mil (0.59 mm) ASTM D1777 Weathering Standard YearS2 ASTM G90 ROLL SPECIFICATIONS LowTemperahtre0end -600C Cares: 4 inch I.D. or 5 inch I.D. available ASTM D2136 Width: Up to 144 inches (-0, +0.5) as ordered Length: Minimum 250 yds/roll; Q.U.V [A-340 Lamps]; 8 hrs UV @ 60°C; 4hrs condensation up to 1000 yds/roll @ 50*C 2 1333 MJ These values are typical data and are not FR PERFORMANCE intended as limiting specifications. This product meets the requirements of NFPA 701 — 2015 (Method 1 and Method 2), 2010 (Method 1 and Method 2), 2004 (Method 1 and Method 2), 1989 (large and small scale) and 1996 (tests 1 and 2), CAN/ULC S109-M87 (small and large scale), CAN/ULC S102-03, CAN/ULC S102.2-03, ASTM E84-15a (Class 1), California Fire Marshal (F-51405). .. a intertape polymer groups Cu Paramount Drive, Suite 3001 Sarasota, FL 34232 1 USAL `r. 'COPY Customer Service: 8o0.565.2000 FLL��JJyyCCgq��.�� w Jtape.com I Info@itape.com — - -While wr believe them to be guidancthee statements arniant information herein are only roc general guidance and are not warrants ort, / guarantees far ecoumry and completeness. The user must, o test R C or otherwise, dessfor a suitability purpose. .ourpuribose.standard There is m warranty of fitness fora particular purpose. Our standaN term and cooLrzoOF conditions of sate apply exclusively to all orders, and all liability far eermc mu.rn damages of any kind, including consequential, exceeding purchase pdco is excluded. No one is authorized by us to make oral wanationI Wereserve theproducsandputomake tions. ngeswlthoutnoticoor NovaShield* obligation i. our products and publications. EFFECTIVE: 3/16 1 )vECTOR E n O I E E R 9 Project Number. U1382-508-171 July 18, 2017 C1earSpan Fabric Structures 1395 John Fitch Blvd South Windsor, CT 06074 REFERENCE: ClearSpan Building (Order Number: 7259847) Foundation Review To Whom It May Concern, Per your request, we have reviewed the foundation design for above referenced project and found they conform to the design concept of the project. The foundation plans where completed by ML Engineering, Inc. and sealed by Michael A. Lue, P.E. with a revision 2 date of 07/18/17. Please note that our general review was done solely as an aid to the contractor and that we claim no liability for the correctness of the foundation calculations themselves. The contractor is responsible for: dimensions to be confirmed and correlated at the jobsite; information that pertains solely to the means, methods, techniques, sequences and procedures of construction; and for performing all work in a safe and satisfactory manner. We hope this meets your needs. If you have any further questions regarding this matter, please call this office at your convenience. Very truly yours, VECTOR STRUCTURAL ENGINEERING, LLC Jacob S. Proctor, P.E. Project Engineer Jul 18, 2017 JSP/kgs Firm License: COA 26626 651 W. Galena Park Blvd, Ste 1011 Draper, UT 840201 T (801) 990-1775 I F (801) 990-1776 1 www.vectorse.com