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Home My WebLink AboutENGINEERING CALCULATIONSForensic Engineering Consuitants, Inc. BASE SHEET ATTACHMENT CALCULATIONS Project Name St. Lucie County Courthouse Building Report No.: CIS-BS-18.001 Project Address 218 South 2nd Street Ft. Pierce, FL - 34950 Deck Substrate Configuration Category Exposure Condition Building Type Base Wind Speed Slope V Uplift Pressures Lightweight Concrete Low Slope IV C Enclosed 180 mph 0.0 Slope H q� = 0.00256 Kz Ke Kd VZ qz K. Kt Kd V 75.799 1.070 1.005 0.85 180 Field Pi A Perimeter PZ 1 Comer P3 r. Proposed System Product Approval No. System Design Pressure Fasteners -89.44 psf PI asd Mean Roof Height 45.0 Feet Roof Area (Approx.) 22419Sq.Ft Max. Roof Width 130.0 Feet Perimeter Width 13.0 Feet Parapet Height 4.0 Feet 12.0 Slope Angle° 0.00 P = q� (GCP - GCp) GC;, GCP1 -1.00 0.18 Field `�P-) Perimeter 1.80 0.18 Comer -53.67 psf L -150.08 psf Pd-90.05'psf P / � P , Y -150.08 psf P3asWd -90.05 psf Johns Manville SBS Modified Bitumen Roof System FL 2948-R12 (Page 36 of 50) System No.: LWC-55 -60 psf 1.7 JM LWC CR Base Sheet Fasteners Base Sheet Width 39 inches Fastener Spacing in Lap of Base Sheet Fastener Spacing in Field of Base Sheet Min. Characteristic Resistance Force Fastener Spacing No. of Rows of Fasteners 4 Field Fastener -Spacing 7.83 Perimeter Fastener Spacing 4.66 Comer Fastener Spacing 4.66 Side Lap 4 inches Net Width 35 -inches 7 inches # Rows 1 7 inches # Rows 3' -25.52 Ibf -42.56 Ibf (MCRF from TAS-105 Tests) , {(MCRF/P1) x 144)/Row Spacing 5 6 7 9.78 11.74 13.70 5.83 7.00 8.16 5.83 7.00 8.16 RECOMMENDED BASE SHEET ATTACHMENT PATTERN Field 1 row in the laps at 7 inches o.c. 3 rows in the center of the sheet at 7 o.c. -Perimeter 1 row in the laps at 5 inches o.c. 4 rows in the center of the sheet at 5" o.c. _--Comer-- 1-row-in the -laps -at 5-inches o.c.---4-rows.in the center -of -the -sheet at:5"o.c. 5'-'o.c.-- These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations. Sincerely Fo a Engin nng ConsultanitsYin ��a R: N.,Sai(appan`, P.E. Z = Pnncival.Enaineer LE COpt=' Inc, (CA #8265), P.O.Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax .c TESTING APPLICATION STANDARD (TAS) No.105-11 APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST RESULTS GENERAL INFORMATION: Job Name: St. Lucie County CourthouseERE COP, Job Address: 218 South 2nd Street Ft. Pierce, FL 34950 Job Site Contact: 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. EFEB CEIVED Address: 1017 North "H" Street Lake Worth, FL 33460 2 6 2018Telephone: (561) 722 - 9881 unty, permitting Fax: (561) 582 - 8039 Email: clearyinspections@kcwand.com Representative Name: Katherine I. Cleary Title: Inspector Test Apparatus: COMTEN MODEL # DFG2W2000, SERIAL # 20606019 BUII.DING/ROOF SYSTEM INFORMATION: Approx. Roof Area Height: Height: = 45 ft. Roof Area Dimensions: Length: = 222 ft. Second largest dim.: = 130 ft. Total roof area: _ .22419 R Perimeter width: = 13 ft. L E Perimeter area: 8827 ft.° Corner area: = N/A ft.' Parapet Height: = 4 ft. FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? No Tool: Pogo -Stick -- -- ------ --- — -- - Fasteneitype: -- - -1.7 Fastener Manufacturer: OMG TEST INFORMATION: MAIN ROOF Test Date: 2/17/2018 Number of Test Conducted 24 *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 Lightweight 1 St. Lucie County Courthouse Building 218.South 2nd Street Ft. Pierce, FL 34950 Cleary Inspection Service, Inc. ..Tel. (561) 722-9881, Fax (561) 582-8039 Email: clearymspecticns a&cwand.com SAWLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1 T1 45 X 2 T2 35 X 3 T3 40 X 4 T4 40 X 5 T5 40 X 6 T6 85 X 7 T7 60 X 8 T8 30 X 9 T9 80 X 10 T10 75 X 11 T11 40 X 12 T12 50 X 13 T13 80 X 14 T14 50 X 15 T15 60 X 16 T16 30 X 17 T17 35 X 18 T18 45 X 19 T19 55 X 20 T20 65 X 21 T21 45 X 22 722 40 X 23 T23 30 X 24 T24 35 X STATISTICAL ANALYSIS: FT No. of r EstimatorTests F LE Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: Sincerely, Cleary Inspections Service, Inc. rine I. eary Miami -Dade b Certification No. 16.0211.02 n = 24 to = 2.08 F= 49581bf SF= 16.521bf F'= 42.56lbf R.N. Sailappan, P.E. Florida Registration No.-46696 6 Cleary 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. ,Lucie County Courthouse 218 South 2nd Street Fort Pierce; FL 34950 Test Date: 2/17/2018 Roof Area Building and Parapet Heights. (If no parapet exists. UK) 4' F LE-ODFY 45' Ground Level Page 3 9' C� 1 Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (561) 582-8039 Email: clearyinspecbons@kcwand.com 'Building Information Sheet' St. Lucie County Courthouse Building , 218 South 2nd Street' Fort Pierce, FL 34950 Test Dates: 2/17/2018 N 401 222' I F -9, L I I I A 141. CM ME NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 4 _ CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +1- 0.5% OF FULL.SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 24859 CALIBRATION DATE: 1/23/2018_-7-1 PART AND CUSTOMER INFORMATION T MODEL#: DFG2W2000 SERIAL#: 20606019 CUSTOMER: CLEARY INSPECTION SERVICE INC. CUSTOMER* CLE33460 CALIBRATION DATA APPLIED EXPECTED I - FULL VALUE VALUE RUN 1 AVERAGE SCALE (LB) (LB) ! (LB) (LB) ERROR 0.00 0.00 I 0.000 0.000 0.000% 100.00 400.00 400.00 402.000 402.000 0.100% � 600.00 800.00 800.00 ! I } 804.000 804.000 0.200% 1000.00 � I 1200.00 1200.00 I ( 1197.000 1197.000-0.160% I 1400.00 � � 1600.00 1600.00 I i 1599.000 1599.000-0.050% ( 1800.00 j I 2000.00 2000.00 2004.000 2004.000 0.200% CALIBRATION EQUIPMENT USED SERIAL 91: 11706016 SERIAL #2: I CAL EQUIP: COMTEN INDUSTRIES load cell CNR EA, S/N CNR EA 11706016 was calibrated at ComTen Industries following to ASTM E-74. The uncertainty is 2 CAL DATE: Lbf. Report No: 20300 F`2 LE COPY 6112/2017 � I � I j ! I L THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTrfUTE.OF._STANDARDS AND TECHNOLOGY- _ CONDITIONS VALIDA71ON TEMPERATURE 707 ! RELATIVE HUMIDITY: 31 % CALIBRATION PERFORMED AS FOUND NOTES: (' Indicates that the part was out of tolerance) I BY: CC i Calibration not valid without CERTIFIED stamp and initials 6405-49th Street North, Pinellas Park, FL 33781-5724 ' 727-520-1200 ` FAX 727-520-0299 E-Mail: sales@com-ten.com ' Web: www.com-ten.com .z TESTING APPLICATION STANDARD (TAS) No.105-11 'APPENDIX TAS 105-A FIELD WITHDRAWAL RESISTANCE TEST. RESULTS GENERAL INFORMATION:ounty �.� Job Name: St. Lucie CCourthouse 1 Job Address: 218 South 2nd Street Ft. Pierce, FL 34950 Job Site Contact: 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 COP' Testing Agency: Cleary Inspection Services, Inc. EFEB D Address: 1017 North "H" Street Lake Worth, FL 33460 8Telephone: (561) 722 - 9881 rmitting 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: Approx. Roof Area Height: Height: = 45 ft Roof Area Dimensions: Length: = 222 ft. Second largest dim.: = 130 A. Total roof area: = 22419 ft 2 Perimeter width: 13 R. ` area: — N/A ft.2 } ComerPerimeter area: = ft 2 L----' r LE C, Parapet Height: = 4 ft. FASTENER INSTALLATION INFORMATION: Is the fastener a self driller? No Tool: Pogo -Stick — — — — -Fastener-type: -- — — — — -- — — — — — — - 1.7 — — Fastener Manufacturer: OMG TEST INFORMATION: MAIN ROOF Test Date: 2/17/2018 Number of Test Conducted 24 *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 Lightweight St. Lucie County Courthouse Building 218 South 2nd Street..- .. Ft. Pierce, FL 34950 Cleary Inspection Service, Inc. Tel. (561) 722-9881,Eax (561) 582-8039 Email: clearyinspections@kcwand.com SAMPLE NO. PLAN IDENTIFIER INITIAL FAILURE LOAD FIELD PERIMETER CORNER 1_ Tl 45 X 2 T2 35 X 3 T3 40 X 4 T4 40 X 5 T5 40 X 6 T6 85 X 7 T7 60 X 8 T8 30 X 9 T9 80 X 10 T10 75 X 11 Tl1 40 X 12 T12 50 X 13 T13 80 X 14 T14 50 X 15 T15 60 X 16 T16 30 X 17 T17 35 X 18 T18 45 X 19 V9 55 X 20 T20 65 X 21 721 45 X 22 T22 40 X 23 T23 30 X 24 T24 35 X STATISTICAL ANALYSIS: No. of Tests 't' F LF COPY Estimator Mean Failure Load: Sample Standard Deviation: Minimum -Characteristic Resistance Force: _ =-Sincerely, - - - - - - - - - - Cleary Inspections Service, Inc. aIC tkerine I. MiCbCertificationNo. ry ami-Dad16.0211.02 n = 24 r = 2.08 F= 49:58lbf SF= 16.52lbf F'= 42.56lbf 8 R.N. Sailappan, P.E. Florida Rjgistration Nq,46696 i^ 2 Cleary 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. Lucie County Courthouse 218 South 2nd Street Fort Pierce, FL 34950 Test Date: 2/17/2018 Roof Area Building and Parapet Heights. (If no parapet exists. "N/A") 4' 45' Grounc Level Page 3 LE COFY -- 1 Cleary 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. Lucie County Courthouse 218 South 2nd Street Fort Pierce, FL 34950 Test Date: 2/17/2018 Roof Area Building and Parapet Heights. (if no parapet exists. WK) 4' 45' Ground Level Page 3 r F-1JLI� r�Cf��.�` Cleary Inspection Service, Inc. Tel. (561) 722-988, Fax (561) 582-8039 Email: clearyinspections@kcwand.com 'Building Information Sheet' St. Lucie County Courthouse Building 218 South 2"d Street Fort Pierce, FL 34950 Test Dates: 2/17/2018 N 40' 222' NOT DRAWN TO SCALE Drawings & measurements are approximate representation of field layout Page 4 CERTIFICATE OF CALIBRATION TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY AND PERFORMED IN ACCORDANCE WITH IS010012-2003 THIS DEVICE IS CERTIFIED TO BE WITHIN +1- 0.5% OF FULL SCALE READING AT EACH TEST POINT AT THE TIME OF SHIPMENT CERTIFICATE NUMBER: 24859 CALIBRATION DATE: 1/23/2018 i PART AND CUSTOMER INFORMATION MODEL#: DFGZW2000 SERIAL#: 20606019 CUSTOMER: CLEARY INSPECTION SERVICE INC. CUSTOMER#: CLE33460 CALIBRATION DATA " APPLIED EXPECTED I FULL VALUE VALUE RUN 1 AVERAGE SCALE (LB) (LB) (LB) (LB) ERROR 0.00 0.00 I i 0.000 0.000 0.000% 100.00 400.00 400.00 i 402.000 402.000 0.100% j 600.00 j 800.00 800.00 t 804.000 804.000 0.200% I1000.00 t 1200.00 1200.00 I 1197.000 1197.000-0.150% t 1400.00 1 I 1600.00 1600.00 1599.000 1599.000 -0.050% j 1800.o0 j 2000.00 2000.00 2004.000 2004.000 0.200°k CALIBRATION EQUIPMENT USED SERIAL #1: 11706616 SERIAL #2: CAL EQUIP: COMTEN INDUSTRIES load cell CNR EA, SIN ; i CNR EA 11706016 was calibrated at ComTen Industries following to ASTM E-74. The uncertainty is 2 CALLDATEDATE: Lbf. ReportNo: 20300 i i F LE COPY 67 I f f THIS EQUIPMENT IS CERTIFIED TRACEABLE TO THE UNITED STATES NATIONAL INSTITUTE OF STANDARDS AND TECHNOLOGY. CONDITIONS TEMPERATURE 707 RELATIVE HUMIDITY: 31 % AS FOUND NOTES: (• Indicates that the pad was out of tolerance) VALIDATION CALIBRATION PERFORMED BY: CC I �u� I i Calibration not valid without CERTIFIED stamp and Initials 6405-49th Street North, Pinellas Park, FL 33781-5724 ' 727-520-1200 ' FAX 727-520-0299 E-Mail: sales@com-ten.com . Web: www.com-ten.com Page 1 of 2 BUILDING & CODE SYSTEM You are togged In MU"Ecnynw as: VerNgn 31 WPeNJAiL+MfYBFs I gapq�p' aittvermlt I S 'W p m,lt I Remew I Inspection I Permit Fee/PO' I .1n Fee ConVattor I Reports I Malnt I Bseal I mood W9 I FNnt Count I ERD Green Cen I Energy Culc I Er View, Add or Edit Permit Fees antl Pa ents. Submit Query Pant PERMIT FEESAND PAYMENTS9 Wait Ins ecfion tint ul me el Enter Permit #: (Press ENTER) lea- 42 Permit # Confirm # Status Mn roymentSli Enter Receipt #:(Press ENTER) 1802-0642 34O ISSUBII :PrinYALL�F Enter Cntc!j,Money OMeM_Creclit Cardn( tst l)(Press ENTER) Enter Paid By (Press ENTER)' Enter Payment Amountwahout5(PreSSENTER Enter Ace nt#wilh spaces (Pmss ENTER) F— Enter O Parcel# (Press ENTER). aArVNb,�,�� PROPERTY INFORMATION Address: 18 S2NDST...-._—__ __FORTPIERCE _ _ FL j� Historic: NoJ Jurisdiction: ORTPIERCE J Owner(s): STLUCIECOUNTY_ SID: TVLER'SS/DPTL0TS 182 G0_W T; Parcel #: 2480 1D2-DD03-OOO1B Block:F— Lot#: 11-- Zoning: Flood Map: PAN EL 1780F41D _ Flood Elevation: r— Flood Zone: lj�____ Type I Name Company Cot # Status PMne Fax cell Email Slme[Addms$ Oty I State ZIP Contractor DAVE ' TRER IA SEALROOF 25418 ACTive 5612232096 56144422)2 1421 LGAR110UTTE0 OGIETRORPI WEST PAIM FL 133405 W IG L SYSTEMS RD BEACH LLC N< 74ANAGEMH4T M4621400 AND Bi R. 34982 Owner COUNTY 2300 PIERCE 1 VIRGONIA PERMIT INFORMATION Permit #: 7802-0642 Job Address: 1218 S 2ND ST Parcel #: 2410A02-0003-000/8 I Master Permit #: O Permit Type: ROOF- MODIFIED BITUMEN Permit Status: E.--.di sLC COURTHOUSE, "'i A: REROOF, FIAT ROOFING. 22,3005Q. FT. n Job Description: SITE SPECIFIC ENGINEERING IS INCLUDED. Date Issued: 62018 Issued By: ielsenk Date Finaled: 0 Finaled By: C PERMITFEES Add Default Fee: Add New Fees Delete ALL Selected Fees l Change Fee hlova Fee Select A'LL Unpaid Fees Pay Selected Fsesl WcFf.5h CmZil CaiU Fee Far Selectee Add Impact Fees I Add Old Fees sect 1cods j Fee Type GLAanunt Amount Renept# Date Paid Date Posted nateAssessed Ent By Nofes NPemff754 N-Permit Fee - Roof - 14912415 322000 $1,862.87 3/30/2018 cool Commerdal 200 1 'NPIanR]35 Namn ReWew--- FommeMWew-ideMal- 49112415322000 $3D0.00 -- �_— — 3/30R018 ddo) �NReA5753 Per $50,G00 Value Earn _ } N-ReAsbnsto Permd Rims (per each vision) 4912415322000 200 $75.00 OW0136133 3R9R018 3/29R018 3R9R018 mddgueztll -I— . NBIM5651 1 _ N-BP BIMB 4912415 322050200 $5.00 0000134637 2R6RO18^ t 2R6y2018 _ [2/2612018_I — nolselk— — — — NBPSu953 N-BP Surd.,ge-PeuN70 -RDW- (Residential) 4910000208200 I000 $2.00 O0D0134637 2/26=18 2/26/2018 2/26/2018 nielsenk NEPRu1012 N-BP Trust Surcarge- PtrM753-Roof 4910000208201 1 I000 $2.00 OW013463] :2/26RO18 2126/2018 2126/2018 Nelselk __`_7] (Reddened) __ NPemI722 I =) itFee- Inspections (Wpmexept-Peaut: 9112415322000 $75.00 00DO134637 `2R6R018 2126/2018 212612018 Nelsenk— NPerm753 Fee shi leo types erNep[sltingle over C cnlnmc �4md 2�2915322000 $125.00 000013W3] 2R6R018 2R6R018 — 2R6R018 nidsalk - r.w.r I ,rwn I M.rb. 1 r..,w I Re,axa http://code/(S(2nvsdwey4avly3u5kps2wntt))/Add_EditPerinitFee.aspx 3/30/2018 SLC Inspections aPR 1 s 20�8 SLC Page 1 of 1 &Lj'i�V1 sLa-Q— St. Lucie County . ono Permit Status Lookup Clic( here to return t) the main Permits page. y,xaYlgry .L" pEnt Paec And Press Enter Please Enter Permit #: 1802-0842 OR Enter Parcelld or Ta Id: (And Press Enter) (without special character Use this search feature to oblai ul ng permit information You may also contact the Permitting division at (772) 462-1553 or ocrmitsnst I ucieco.or¢ PEILNIIT APPLICATION IN FORMATION PARCEL DATA lddress: 218 S 2ND ST, FORT PIERCE, FL 34950 Permit Number. 1802-0642 Permit Type: ROOF - MODIFIED m�.�wmma 'ob Description: SLC COURTHOUSE, BLDG. A: BITUMEN w„.on: x.menamwoe tEROOF, FLAT ROOFING. 22,300 SQ.FT. SITE Number Units: 1 iPECIFIC ENGINEERING IS INCLUDED. mead. -2410= Status: Issued %x Zoning: Junsda FP Date Applied: 2262018 PERMIT REVIEW INFORMATION Reviewed By Date Started Date Sent Department Date Completed Revlew Type Review Status eicioj 3/302018 3I302018 REVISIONS INCOMPLETE PERMITREVIEW COMMENTS INFORMATION Review Compliance Comment Type Date Dale Comment CONTRACTOR TO SUBMIT DUPLICATE, ORIGINAL, SIGNED, SEALED AND DATED REPORTS FROM FORENSIC REVISIONS 3302018 ENGINEERING FOR THE REVISIONS. EVERYTHING MUST GO THROUGH THE DESIGN PROFESSIONAL -FBC 107.1 REVISIONS 330)2018 ORIGINAL TESTING APPEARS TO HAVE BEEN TESTED ON LIGHTWEIGHT CONCRETE PLEASE NOTE: (1) ALL REVIEW COMMENTS WHEN ANSWERED WILL REQUIRE A COVER LETTER ADDRESSING WHERE THE CHANGES WERE MADE, (2)ALL CHANGES WILL BE REQUIRED TO BE CLOUDED ON THE PLANS AND (3) THE CONTRACTOR WHEN RESUBMITTING WILL BE REQUIRED TO INSERT THE NEW REVISIONS 3302018 UPDATED PAGES INTO THE PLANS OR IF THE CONTRACTOR PREFERS, A REVISED COMPLETE SET OF PLANS CAN BE SUBMITTED PLEASE NOTE THATA SUBMITTAL CHECKLIST WILL BE REQUIRED STATING THE TYPE AND QUANTITY OF DOCUMENTS SUBMITTED FOR RE -REVIEW SIGNED AND DATED BY THE CONTRACTOR PLEASE NOTE ANY COMMENT NOT ADDRESED MAYBE SUBJECT TO AN ADDITIONAL REVIEW FEE PER ST. LUCIE COUNTY RESOLUTION #13-196 COMMENTS SENT REVISIONS 3/302018 COMMENTS E- MAILED AS OF THIS DATE Inspector Inspection Type Date Date Name Updated Scheduled DEFERRED SUBMITTAL- 31302018 OFFICE PROGRESS 3TJ02018 INSPECTION PLAN REVISION 3=2018 REVISION PICKED 3/302018 UP HOTMOP 31302018 INSULATION 31302018 HOTMOP 3/302018 PROGRESS INSPECTION 3/30/2018 PROGRESS 3/302018 INSPECTION FINAL INSPECTION 3/302018 INSPECTION INFORMATION Inspection Data of Scheduled Permit Inspector Comments Status Inspection By Number MUST PAY BALANCE OF 1602-0642 FEES FOR COMMERCIAL ROOF. 1802-0642 USE THIS FOR THE ASTMD 41 PRIMER COAT 1802-0642 1802-0642 1802-0642 1802-0642 MIN: 1.5"ENRGY A802-0642— --- — ---- MIN:0.25"SECUROCK 1802-0642 GYPSUM FIBER ROOF BOARD 1802-0642 BASE PLY SBS HOT MOP 1802-0642 SBS-HOT MOP http://codeinspectionpublic.stlucieco.gov/Perinit_Status.aspx 4/17/2018 Forensic Engineering Consultants, Inc. WIND UPLIFT PRESSURE CALCULATIONS Project Name St. Lucie County Courthouse Building (Roof B) Report No.: TRS-DP-18.002 Project Address 218 South 2nd Street Ft. Pierce, FL - 34950 Deck Substrate Concrete Mean Roof Height 40.0 Feet Configuration Low Slope Roof Area (Approx.) 325 Sq.Ft. Category IV Roof Width 12.5 Feet Exposure Condition D Perimeter Width 3.0 Feet Building Type Enclosed Parapet Height 0.0 Feet Base Wind Speed 180 mph Corner Zones 3' x 3' Each Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures qz = 0.00256 K� Kn Kd Vz P = q. (GCP - GCP;) qz K. Krt Kd V GCP GCPi 86.574 1.222 1.005 0.85 180 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Corner Field P, n.-102.16 psf P, asd -61.29 psf 41unoc) a n7 Perimeter Pz„n,-171.42 psf Pzasd-102.85 psf Corner P3 ult. -257.99 psf P3asd-154.79 psf a3NNbc)S Computed Design Pressures L E COPY Field P, -61.29 psf Perimeter Pz-102.85 psf Corner P3-154.79 psf Proposed System Johns Manville SBS Modified Bitumen Roof System Product Approval No. FL2948-R12 (Page 22 of 50) System No. C-3 System Design Pressure -247.5 psf Max. Calculated Uplift Pressure-154.79 psf These calculations have been done in accordance with ASCE 7-10, based on the information provided by the contractor. Since the system design pressure is greater than the calculated maximum uplift pressure in any zone, the aforementioned system may be used on the subject roof. The roof system must be installed in accordance with the Florida Building Code and the roof system manufacturer's recommendations. — - - - — Sincerely Forensic Engineering Consultants, Inc. R. N. Sailappan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, Inc. (CA # 8265), P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 901 8490 Fax (561) 218 3830 FY18 Facilities Roofing Projects Cc�u�� he (� A �• I st lucie county court house jQ SEND OYOUR SNARE PHONE 218 S 2nd St, Fort Pierce, FL 34950 circuR19.org (772)462-6900 Closed. Opens at 8:00 AM v Suggest an edit Add a label 5 JVr �� ours