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HomeMy WebLinkAboutPROJECT INFORMATIONCleary Inspection Service, Inc. Telephone (561) 722-9881 Fax (561) 582-8039 Email: kc@kcwand.com Notes: 1. Use of the results herein to determine the required number of fasteners for insulation attachment or an acceptable anchor or base sheet fastener spacing, as outlined in TAS 117, shall utilize the minimum characteristic resistance for (F') determined in compliance with Section 9 of TAS 105. No margin of safety shall be applied to field withdrawal resistance test results determined in compliance with TAS 105. 2. A safety factor of 2 to 1 shall be applied to all results of laboratory testing. 3. The following pages shall be completed for each roof area and included with all Field Withdrawal Resistance Test Recording Sheets. St. lucre Gounfy1ogi ics Center "3855 Soutft US Highway #1 Ft ,Pierce F,L 34946;' Test Date: 2%22/2078 Roof Area Building and Parapet Heights. (If no parapet exists. "N/A") N/A IF N/A IF N/A IF 29' 28 Ground Level 25 Ground Level Grot LevE Page 6 ind d O'D CZ;CAL Cleary Inspection Service, Inc. Tel. (561) 722-9881 Fax (561) 582-8039 Email: clearyinspections@kcwand.com 26' 1 T2 T 78' 95, 29' 4T5 T6 T1 67 T7 T 30' T8 T?10 T2 0 10, 245' T7 T3 T1 T2 T3 T4 T5 T4 T5 T8 T6 100, N T9 T10 T11 T12 T7 T8 T13 T15 T9 T14 T10 29' 153' T18 T19 T21 T22 T20 T1g T17 T23 T24 183' T38 T25 T26 T27 T30 T29 T28 T31 ------------- T32 -------- Expansion Joint T34 T ------------------- T37 T40 T41 T42 T43 T44 T45 T39 T46 T47 T48 T49 T5o T51 T52 153 153' T54 T55 T56 T53 T57 — — — �59 - �80 - TO �62— T63 - - - - - - - - T58 T64 T65 T67 T66 T68 T69 T70 T71 T72 T73 341' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 7 T ♦'t++`'°0+;+"oft`+tt++'+ +'t`++`'.+++'t+a+'t1`4++++o*' +t.+n+++t♦+�IVI-V f++tom +++tt+fit++++ ++++f�t ++++�+++t ++L�®ra+�++� mrf+� +++++++tf,+~ftc++ cft+�+�tt+.1' L+titftt.�+�+ i,;♦,,+tt°+�++&++.+! ♦r�+°+�t����+"+++���+t���o++'f+.t�+�++:+c���++++++„14+i�r o+�+�i++ter+♦<i +i�++++;+++++:++t++c+`++�+a+�t+4+�+4+t�++trfC ufn+i t+'#i`*'4#°1`<4##'+-4-+�:C;4#{r04++'� i+`+ f'°ff,++t�f +'f,+'++�f+,++++`f+3+'� l+C+++r+''+`f+++''t°++'+++++�++°+++++`+�+J+"t'i++fit• ++++G+++k'++°T`t(+++,+++tt+`'t++°f�f'fr++'f'f+°+'f'+t++f''++� ++� +++`+� a s+`+�++tt+ �♦�+'+i+fit+++,+,++4t;♦:++�++++,+ �+,totV° �+;,+;, o+ta °v++,++ ++++a+,+�+a+,j • ti ' s . >:�' � ,1e.' :il. 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Its, M. a 'i W f f _ ... h Y St. Lucie County Logis -I Center 3855 S US Highway One, Fort Pierce, FL Test Dates: 2/ 20 & 21/2018 B C O E F G H 1 J K L N N O P 0 R S T U V W X Y Z INSPeFETIONpseRVIce M AI AK AL ANANAOAP AGAR MAT AU AV AWAXAYAZ H4 MW 1 5 5♦ 4 5 5 5 5 5 5 5 4 4 3 5 2 LOADING Bottom ISO Insulation • 5 4 5 5 0 5 12 6 5 4 4 5 44 4 4 3 DOGK 5 3 4 5 3] l FlF 5 e 5 4 5 4 ❑C 5 5 4 l 6 fO l 4 d♦ 5 4 4 4 5 3 4 5 5 4 5 5 5 5 5 5 4 5/ 5 5 4 4 4 4 6 4 4 5/ l 4♦♦♦♦♦ 4 34 5 44 4 4 l 4 5 4 4 4 5 �G 5 5 5 5 34 5/ 4 5 5 5 O5 5•♦ 3 5 5 ®4 4 4 4 l 3 54 5 5♦♦] O♦ 4 5 4 5 S♦ 5 5 4 5 5 4 l 4 4 4 5 0 5 5 5 5 34 S♦ 4 5 7 5♦ 5 S 4 C 4 5 4 5 L 5 4 5 5 4 5 4 44 4 54 4 5 4 5 5 SL 5 4 5]/ O 5 5 4 5 5 54 O♦ 5 5 44 4/ 4 34 3 5 3 4 5 4 O 10 4 4 5 5 4 4 5 4 53 54 4 4 4 4 O 5 5 5 5 5 4♦ 4 5 4 5 4 4L 4 3 4 5 4 4 4 5 3 3 •L 4 5 5 5 4 4 4 11 5441 4 S 5 5 5 4// 4 4 5 4 5 4 4 4 5 4444 4 43 5 44414/ 5 5/ 4 5 4 4 4 54 4 5 4 5 4 5 5 4 G Ol 5 C/ O5 5 4 14 5 4 5♦ 4 5 5 5 4 3�/ 5 4 4 / S S S 6 4 6� 4 5 5 5 4 5� 5 / 1� 5 /. 3 54 3/ 5 f� 15 ♦ 5 5 4 4 4 5 4 3 5 5 4 5 5 5 l] 5 4 4 3 4 4 4 54 4♦ 4 5 5{ 4 4 4 4 4 4 4 5 4 4/ 4 4 4® 4 5 16 4 5 5 4 4 5 5 5 4 4 4 5 4 4 5 4 4 4 5 44 4 S 5 5 5 4 5 4♦ 5 4 6 4 4 6 l 5 5 3 9 44 5 4 5 4 44 LOAOMG GDGK 17 5 4 5 5 4 4 5 5 4 4 4 5 6 4 5 44 5 3 5 5 S 4 5♦ 5 5/ 5 3 4 4 4 5 5 4 4 4 4 5 4 4 44 5• 5 A G C D 18 54 3 5 4 l v� l 5 4 9♦♦ 5 4 4 5 5 4 4 4 4 4 5 5 5 3 4 4 54 4 4 4 4 5 5 54 5 4 5 4 4 6 44 4 1r45 IS 20 4 4 5 4 S 6 4 4 44 5 5 5/4 4 SL 5♦ 5 4 44 5 5 5 5 5 4 l l 4 4 4 4 4 5 4 5 44 5 44 5 5 SL 5• 4 l SL l 5 4 4 5 5 5 4 4 4 43 4 4♦ 9 419 4 5 4 SL 3 4 4 4 5 5/4 4 5 4 5 5 5 4 5 5 5 5 3 5 4 2 3 21 23 53 5 44 { 4 54 1F 5 5/ l♦ G♦ 5 4 5♦♦ S ♦�/ 3♦ 4/ 4/ 5 S�l 5�4 5 4 4�5 5 S� l 4 l 5 4 6♦ l�l 4�5 5/ 5 4 4 4�5 4♦ 4♦ 5 4 4 5 ♦�5 4 5 6 5 5 5 4 l ❑C 5 5 4 5 4/• 4 6 N ♦ 3 44 5 4 44 4 5 5 5 5 5 4 4 4 55q 5 5 5 5 4 5 4 4 4 5 4 5 5 5 5 5 l 5 54 5 4 4 5 5 5 5 4 5 5 7 25 54 4 5♦ 4 4 3 5 3♦♦ 5 4 4 3 5 5 4 44 5 5 5 3 4444 4 5 5 5 5 O♦ 5 5 5 4 4 54 5 4 4 5 44 8 4 5 5 4 15 l 41 5 4 4 4 5 4 5 4 4 3 4 5 0 4 4 4 5 4♦ 5 4 5 4'® 5 5♦ 4 5 4 4 4 4 5 4 4 5 5 5 4 l® 444 5 4 O. 3 5 27 ♦ 4 4 4 5 5 4♦ 4ESBANAI@S'JQAl S- 4 5 5_5_ 5 4 5 5 4 @t 0 ]_ 5 4 _4 _5_ ♦_ 5 4@ 5 4EEpAN�I@�IOI§T_5 _ 4 5 3 6 4 5 ©41114 5 0 4 A ♦ 4 5 4 4 4 4 5 5 5 5 4 4 4 4 3 44 4 5 5 4 444 5 5 3 5 4 5 5 5♦ 5 4 5 /4� 4 5 4 5 5 4 4 4 3 12 5 5 05 5 38 4 54 44 5 4 4 5 4 5 5 4 4 5 5 5♦ 3 4 5 5 5 6 5 5 4 5 4 4 5 4 4 4 5 4 4 5 M 4 4 4 6 5 4 5 4 5 5 13 4 4 5 5 31 ♦ 5 5 4 444 5 54/4 4 4 53 5 5 54 3 5 4 4 4 4 5 5 4 54 4 5♦ 4 4 5 4 5 3 5 54 444 4 4 5 14O 4 52 5 4 4 5 4 5 54/ 5 5 4 4 4 44 4 4 5 4 l 4 4 3 44 5 5 5 4 44 3 4 4 4 5 5 4/4 4/ 4 5 4 4 5 4 15 6 4 3I 5 4// 5/ V 5•♦ 4 5 C] 5 5 e/ 3♦/ 4 5 5 5 C/ 5 4 5 5 4 4 5 5♦ C 3 3♦ 5 C 5/ 18 S 35 4 4 4 5 5 SL 3 5 5 3 5 5Q4 l 5 4. .H3 4// 5 SL 5 5/ 4 9 SL 5 5 5 5 SL l 4 5�4 581 5 4 4 5 4 27 5 3 4 4 5 4 5 4 5 5 4 4 4 5 4 4 3 5 4 4 4 5 5 5 5 4 5 5 4 5 4// 5 5 5 5 4/ 3 5 4 5 5 54 4/ 38 4 4 5 5 5 44 4 5 44 543 5 4 4/ 3 5 4 5 4 5 5 5 l 5 5 4 5 4 4 5 4 4 3 5 4 4 4 4 4/ 4 5 l A 33 5 4 5® 4 3 4 4 4 5 5 4 5 4 5 314 5 54 4 5 4 4 5 3 54 4 5 4 5 5 5 5 5 5 5 4 4 5 4 4 4 M 4♦ 5 IO 5 4 4 5 44 44 5 5 5 4 5 53 4 4 4 5 4 4 5 O 3 5 5 5 4 5 54 4 4 4 5 5 4 5 4 6 44 6 4 5 4 4 l 5 LEGEND 41 44 4 4 5 4 5 5 4 4 4 5 5 54 5 5 5 54 4 5 5 l OB a 4 04 5 Oi 4 4 44® 4 5 4 4 4 5 5 5 4 4 4 4 4 a -CURB 11 13 44 ♦♦• 3 5 544 5 @ME 4 5 4 5 4♦ 4 4 5 5 5 4 C. 4♦♦♦ 5♦ ❑C 444 4 .♦ 5 .♦ 5 .♦ ❑C 5 4 4 4 4 54444 .♦ 4 5 C 5 5.144 5 5 5 44 5 5 5 5 4 4 5 5 4 4 6 5L-SKYLIGHT 5 5� 4 5 4 4 5 5 5 3 4 4 4 FAN IS 5 54 s♦♦ s s 1 4 4 5 4 4 5 5 5 4 4 4 5 54 4 44 4 544 s 4 5 5 5 5 4 5 4 5 4 4 5 4 O 5 3 4 4 H -HATCH 16 6 f 4 5 l 5 6 6 �6 44® 4 4 4 5 5 5 4 5 5 54 5 5 5 4 54 4 54 5 3 4 5 5 4 4 5 5 54 54♦P 5 4 v-VENT Q 4 5' 5 5 5 44 5 5 5 4® 5 4 4 44 5 434 54 5 4 5 4 4 5 O5 4 4 0 4 4 O 4 4 4® 5 5 4 4 5 5 C 4 SL SL 8L SL 5L 19 5♦ 8 4 4 5 4� 4 5 4 0 4 4 3 4 5 4 4 5♦ 4] S O6 4♦ 5♦ 4 5 5♦♦ 5 5 l 5 5 A s f -� - ♦ 6 6- ♦ 4 4 l 4 -3 5 -9 ♦ 5 5 4 6 5 5- 5- 3-4 4 4 1 4 4 5 5 5 4 5 4 =S ♦ 5 4 4 4 6♦ 4 5 4-4 54 51I I5 4 5-4 4 4 5 5 54 4 4 5 5 4 5 5 5 5 3 4 4 4 4 4 4 5 5 5 4 4 5 5 ©♦ 4 4 54 4 4 4 4 4 4 H 6 5 Gravimetric Analysis — Bottom ISO Insulation 8% or greater moisture by weight content is wet Core Location Reading Number Moisture Column A @ Row 2 4 5.49% Column F @ Row 6 4 5.08% Column U @ Row 28 5 4.76% Column AZ @ Row 14 6 24.24% Column H@ Row 18 7 88.14% Column AU @ Row 47 8 184.91% 10 124.24% 13 1 392.31% Roof Surface: Nucear moisture zurvev: n x b gria approximate Drawing: representation of field layout and not drawn to scale. various roof top equipment that did not obstruct Summary: A total of 2415 field nuclear readings were recorded. The Nuclear Gauge readings range from 3 to 16. Of the 2415 readings, 111 or4.6% of the readings exceed the maximum allowable limit in the Bottom ISO Insulation (over 8%) are considered wet (indicated in red). The Bottom ISO Insulation meets current code for repair/recover. However, all wet insulation to be replaced. P.O. Box 2471, Palm Beach, FL 33480 4 Tel. (561) 722-9881 • Fax (561) 682-8039 4 Email: kc@kcwand.com Forensic engineering Consultants, Inc. INSULATION BOARD ATTACHMENT CALCULATIONS Project Name St. Lucie County Logistics Center Project Address 3855 South US Hwy-1 Ft. Pierce, FL - 34946 FEC ReportNo.: CIS-I13-18.003 Deck Substrate Recover (Steel, Insulated) Max. Roof Height 29.0 Feet Configuration Low Slope Roof Area (Total) 112111 Sq.Ft. Category III Roof Width 336.0 Feet Exposure Condition C Perimeter Width 13.4 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 180 mph Corner Zones 13.5' x 13.5' Each Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qz = 0.00256 Kz Kt Kd V2 P = qz (GCP - GCP;) qz K. Kt Kd V GCP GCPI 69.102 0.975 1.005 0.85 180 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Corner Field P1a1L -81.54 psf P1asd -48.92 psf Perimeter P2 tL -136.82 psf P2asd -82.09 psf Corner P3 uft. -205.93 psf P3asd-123.56 psf Proposed System Johns Manville SBS Modified Bitumen Roof Systems over Recover Decks Product Approval No. 16-0413.23 (Pages 21,22 of 58) System Design Pressure -52.5 psf Insulation Board Dimensions 4' x 8' x 0.25" (Min. Thickness) Insulation Board Area 32 Sq.Ft. Fasteners Approved Screws and Plates Min. Fasteners per Board 22 Min. Characteristic Resistance Force -76.36 Ibf-310.77 Ibf (MCRF from TAS-105 Tests) No. of Fasteners Required NF = (Ins. Board Area x Pi) / MCRF Field Perimeter Fastener Requirement 20.50 34.40 RECOMMENDED INSULATION BOARD ATTACHMENT PATTERN Field Use 22 Fasteners per 4' x 8' board Perimeter Use 35 Fasteners per 4' x 8' board - - —Corner -- — _ - Use 52 Fasteners_peL4Lx 8' board _ Corner 51.78 These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system should be installed in accordance with the FBC & manufacturer's recommendations. Verify that existing roof meets all FBC requirements to receive a recover roof, before installing new roof. Sincerely Forensic Engineering Consultants, Inc. . 2 R. N. Sailappan, R.E. 1I8 I� Principal Engineer Florida Registration No. 46696 f q:ur ass A`.f 'd 7 y�A oJ„ Forensic Engineering Consultants, lnc. (CA #8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 coI=�o 3" ISO 7po -New (loot= lv'fTa@4 ¢% i �- i/en17-5 Ta a� 6'x6' Sky �1 7S T Oe KKR SY4e1>_ 31 1 FY18 Facilities Roofing Projects ST LUCIE COUNTY Loclsncs CENTER s 1 FT Pe, c� F! 3 S�9i�6 3 �.$"S �a - - 305 -+ 76 204 'BAS`. 0) 10 103 44, 40 � Y CN2 __(434.),_ 1@D' f' TNT S /N Sr OQ, i;[7py// 5T4nTs ✓+T 3' 4� �,s a9 ?e�.il"all_- NnTs C� a' 6 % 0 .n r 3 -77 � t i+i N W: ��• - p�OD •i=. V SO UU'S r N O .. MINI CIS LL 00 LL 1 Z r 1T 1� 1 p µ l0) Wvm I L E C ,\ UP Q TESTING APPLICATION STANDARD (TAS) No. 105-11 APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: Job Address: Job Site Contact: St. Lucie County Logistics Center 3855 South US Highway #1 Ft. Pierce, FL 34946 Therma Seal Roof Systems, LLC (561) 223-2096 TESTING AGENCY/EQUIPMENT INFORMATION: Note: The undersigned acknowledges that all testing has been conducted and results have been reported in compliance with TAS 105 Appendix T105-A Testing Agency: Cleary Inspection Services, Inc. Address: 1017 North "H" Street Lake Worth, FL 33460 SCANNED BY Telephone: (561) 722 - 9881 St. Lucie County Fax: (561) 582 - 8039 Email: clearyinspections@kcwand.com Representative Name: Katherine I. Cleary Title: Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BUILDING/ROOF SYSTEM INFORMATION: MAIN ROOF Approx. Roof Area Height: Height: = 29 ft. Roof Area Dimensions: Length: = 341 ft. Second largest dim.: 336 ft. Total roof area: = 107196 ft Perimeter width: = 13.5 ft. Perimeter area: = 16079 R.2 Corner area: = 1458 ft.2 Parapet Height: = N/A ft. BUILDING/ROOF SYSTEM INFORMATION: FRONT ROOF Approx. Roof Area Height: Height: = 28 ft. - - ---- - - Roof=ATea Dimensions: - - - - ---- --- -- - -- - Length. -- - - - -- - - Second largest dim.: = 29 ft. - — - Total roof area: _ 2900 ft.2 Perimeter width: = 3 ft. Perimeter area: = 702 ft.2 Corner area: = 36 ft.2 Parapet Height: = N/A ft. St. Lucie County Logistics Center 3855 South US Highway #1 Ft. Pierce, FL 34946 BUILDING/ROOF SYSTEM INFORMATION: LOADING DOCK Roof Area Height: Height: _ Roof Area Dimensions: Length: _ Second largest dim.: _ Total roof area: _ Perimeter width: _ Perimeter area: _ Corner area: _ Parapet Height: _ Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com Approx. 25 ft. 80 ft. 26 ft. 2015 ft' 3 ft. 554 ft.' 36 ft.2 N/A ft. FASTENER INSTALLATION INFORMATION: ALL ROOFS Is the fastener a self driller? Yes Tool: Rigid 18v 0-1800 rpm's Fastener type: #12 Fastener Manufacturer: OMG TEST INFORMATION: MAIN ROOF Test Date: 2/22/2018 Number of Test Conducted 73 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Steel MAIN ROOF SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER I Tl 335 X 2 T2 300 X 3 T3 290 X 4 T4 360 X 5 T5 385 X 6 T6 395 X 7 T7 360 X 8 T8 355 X -9 __ T9_- 355 - -- - X 10 T10 300 X 11 T11 275 X 12 T12 330 X 13 T13 320 X 14 T14 305 X 15 T15 325 X 16 T16 315 X 17 T17 315 X 2 St. Lucie County Logistics Center 3855 South US Highway #1 Ft. Pierce, FL 34946 Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com MAIN ROOF SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 18 T18 320 X 19 T19 320 X 20 T20 320 X 21 T21 300 X 22 T22 335 X 23 T23 285 X 24 T24 295 X 25 T25 305 X 26 T26 310 X 27 T27 305 X 28 T28 290 X 29 T29 340 X 30 T30 290 X 31 T31 285 X 32 T32 330 X 33 T33 340 X 34 T34 345 X 35 T35 350 X 36 T36 345 X 37 T37 310 X 38 T38 345 X 39 T39 340 X 40 T40 330 X 41 T41 305 X 42 T42 275 X 43 T43 310 X 44 T44 340 X 45 T45 270 X 46 T46 310 X 47 T47 330 X 48 T48 310 X 49_ _ T49 310_ X 50 T50 285 X 51 T51 280 X 52 T52 315 X 53 T53 300 X 54 T54 285 X 55 T55 380 X 56 T56 330 X 57 T57 325 X 58 T58 285 X St. Lucie County Logistics Center 3855 South US Highway #1 Ft. Pierce, FL 34946 Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com MAIN ROOF SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 59 T59 315 X 60 T60 315 X 61 T61 285 X 62 62 285 X 63 T63 300 X 64 T64 330 X 65 T65 320 X 66 T66 290 X 67 T67 315 X 68 T68 275 X 69 T69 310 X 70 T70 295 X 71 T71 390 X 72 T72 340 X 73 T73 300 X STATISTICAL ANALYSIS: No. of Tests n = 73 T Estimator t' = 2 Mean Failure Load: F= 317.32 lbf Sample Standard Deviation: SF= 27.97 lbf Minimum -Characteristic Resistance Force: F'= 310.77 lbf TEST INFORMATION: FRONT ROOF Test Date: 2/22/2018 Number of Test Conducted 10 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Steel FRONT ROOF -SAMPLE NO.— _PLAN IDENTIFIER_ INITIAL FAILURE —LOAD -_ = FIELD— -PERIMETER-- --CORNER- - 1 Tl 355 X 2 T2 410 X 3 T3 345 X 4 T4 405 X 5 T5 375 X 6 T6 400 X 7 T7 360 X 8 T8 390 X 9 T9 395 X 10 TIO 400 X 4 St. Lucie County Logistics Center 3855 South US Highway#1 Ft. Pierce, FL 34946 STATISTICAL ANALYSIS: FRONT ROOF No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Cleary Inspection Service, Inc. Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearyinspections@kcwand.com n= F= SF= F'= 10 2.262 383.5 lbf 21.92 lbf 367.82 lbf TEST INFORMATION: LOADING DOCK Test Date: 1 2/22/2018 Number of Test Conducted 10 *Note the Location of all tests on 'Building Information', attached. FIELD WITHDRAWAL RESISTANCE TEST RECORDING SHEET Deck:* See TAS 105-11 to determine number of tests Steel LOADING DOCK SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 Tl 305 X 2 T2 305 X 3 T3 400 X 4 T4 320 X 5 T5 305 X 6 T6 400 X 7 T7 330 X 8 T8 310 X 9 T9 330 X 10 T10 370 X STATISTICAL ANALYSIS: LOADING DOCK No. of Tests T Estimator Mean Failure Load: Sample Standard Deviation: - — - - -- — Minimum -Characteristic Resistance Force: - Sincerely, Cleary Inspections Service, Inc. Katherine . leary Miami -Dade Lab Certification No. 16.0211.02 n= 10 f = 2.262 F= 337.51bf SF= 36.351bf - _ F= ---34149—lb£ -- Ziu 3 b 18 Z;L*� II R.N. Sailappan, P.E. Florida Registration No. 46696 5 �• v ForensAngineering ConsAnts, Inc. INSULATION BOARD ATTACHMENT CALCULATIONS Project Name St. Lucie County Logistics Center FEC ReportNo.: CIS-IB-18.003 Project Address 3855 South US Hwy-1 Ft. Pierce, FL - 34946 Deck Substrate Recover (Steel, Insulated) Max. Roof Height 29.0 Feet Configuration Low Slope Roof Area (Total) 112111 Sq.Ft. Category III Roof Width 336.0 Feet Exposure Condition C Perimeter Width 13.4 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 180 mph Corner Zones 13.5' x 13.5' Each Slope V 0.0 Slope H 12.0 Slope Angle* 0.00 Uplift Pressures q� = 0.00256 K� Kj Kd VZ P = qz (GCP - GCP;) qz K. Kt Kd V GCP GCPI 69.102 0.975 1.005 0.85 180 -1.00 0.18 - Field -1.80 0.18 Perimeter -2.80 0.18 Comer Field P1 att -81.54 psf P1 asd -48.92 psf SCANNED Perimeter P2A-136.82 psf P2asd -82.09 psf BY Corner P3A-205.93 psf P3asd-123.56 psf St. Lucie County Proposed System Johns Manville SBS Modified Bitumen Roof Systems over Recover Decks Product Approval No. 16-0413.23 (Pages 21,22 of 58) System Design Pressure -52.5 psf Insulation Board Dimensions 4' x 8' x 0.25" (Min. Thickness) Insulation Board Area 32 Sq.Ft. Fasteners Approved Screws and Plates Min. Fasteners per Board 22 Min. Characteristic Resistance Force -76.36 Ibf-310.77 Ibf (MCRF from TAS-105 Tests) No. of Fasteners Required NF- _ (Ins. Board Area x P;) / MCRF Field Perimeter Corner Fastener Requirement 20.50 34.40 51.78 RECOMMENDED INSULATION BOARD ATTACHMENT PATTERN Field Use 22 Fasteners per 4' x 8' board Perimeter . Use 35 Fasteners per 4' x 8' board Corner = -_ _— _ Use 52 Fasteners per 4' x 8' board -- These calculations have been done in accordance with ASCE 7-10, based on the information provided by the _contractor. The roof system should be installed in accordance with the FBC & manufacturer's recommendations. Verify that existing roof meets all FBC requirements to receive a recover roof, before installing new roof. Sincerely Forensic Engineering Consultants, Inc. R. N. Se�i P r� I . Principal Engineer Florida Registration No. 46696 RECEIVED NOV 16 2018 Permitting Department St. Lucie County, FL Forensic Engineering Consultants, Inc. (CA #8265), P.O. 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