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Home My WebLink AboutREVISION4 a OFFICE USE ONLY: DATE FILED: ^� REVISION FEE: LS-ou PERMIT# ItCq-Qh0Q— RECEIPT # PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DMSION 2300 VIRGINIA AVENUE SCANNED FORT PIERCE, FL 34982.5652 BY (772) 462.1553 St. Lucie County APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 6 6 5- JR-D 125 L , Icc DETAILED DESCRIPTION OF PROJECT REVISIONS: TP6 %ZoorWli /11,4AlvF,4C7- ufLk�L CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: O y / 9 Z ST. LUCIE CO CERT. #: BUSINESS NAME: Gi+E /-SN C'oH3 �R Uci /o.y QUALIFIERS NAME: X-r- G i r� LS'/l ADDRESS: 3 to 1/5 t,. , / Gn-tc/z T3 L V.0 S 7 .E / 6 / CITY: /I FL /3 Oc- PAN.j5 STATE: F L ZIP: 3 Z9 3 y PHONE (DAYTIME): 3 Z I- qZ 7- je U tZ FAX: OWNER/BUILDER INFORMATION: NAME: F4 fLiz E LL 4 P) v 4- /J /�/� 4.c t ?T/�R Al CITY: t/SL PHONE (DAYTIME: STATE: r L FAX: ARCMTECT/ENGINEER INFORMATION: S' J 61Z�4,C ZIP: NAME: - -- _ ADDRESS: CITY: STATE: ZIP: PHONE (DAYTIME): FAX: Nana SLCCC: 9123109 wmm Revised 06130/17 Tl:- <1'1 I T -9 /7/z oo c '? Forensic Engineering Consultants, Inc. MEMBRANE ATTACHMENT CALCULATIONS Project Name Farrell Storage Facility Report No.: LWR-MB-18.004 Project Address SW Quad. of Kitterman Road & US Hwy-1 Port St. Lucie, FL Deck Substrate ' Steel Insulated Mean Roof Height 47.0 Feet Configuration Low Slope Roof Area (Approx.) 19716 Sq.Ft. Category II Roof Width 124.0 Feet Exposure Condition C Perimeter Width 12.4 Feet Building Type Enclosed Parapet Height 2.5 Feet Base Wind Speed 170 mph Corner Zones 12.4' x 12.4' Each Slope V 0.0 Slope H 12.0 Slope Angle° 0.00 Uplift Pressures q: = 0.00256 K� Kn Kd V2 P = q, (GCP - GCP;) qz K. Kt Kd V GCP GCPI 68.233 1.080 1.005 0.85 170 -1.00 0.18 Field -1.80 0.18 Perimeter -2.80 0.18 Comer Field P1 A -80.51 psf P1 asd -48.31 psf Perimeter P20.-135.10 psf P2asd -81.06 psf Corner P3 un.-203.33 psf P3 asd-122.00 psf Proposed System Firestone UltraPly TPO Single Ply Roof Systems over Steel Decks Product Approval No. 17-0727.01 (Page 79 of 104) System Design Pressure -52.5 psf Membrane Full Width 120 inches Side Lap 6 inches Net Width 114 inches Membrane Red. Width 63 inches Side Lap 6 inches Net Width 57 inches Membrane Red. Width 60 inches Side Lap 6 inches Net Width 54 inches Fasteners Firestone Heavy Duty Fasteners and Firestone HD Seam Plates Fastener Spacing in Lap of Membrane 6 inches # Rows 1 Min. Characteristic Resistance Force-249.38 Ibf Verify with TAS-105 Tests Fastener Spacing {(MCRF/Pi) x 144}/Row Spacing Full Width Mmbrn Reduced Width Addl. Reduced Width Field Fastener Spacing 6.52 13.04 13.77"'� Perimeter Fastener Spacing 3.89 7.77 8.20 " Corner Fastener Spacing 2.58 5.16 5.45 - RECOMMENDED MEMBRANE ATTACHMENT PATTERN Field Laps @ 114" o.c. Full Width Sheet 6 inches on center Perimeter Laps @ 57" o.c. Reduced Width Sheet ..6-inches on center Corner Laps @ 57" o.c. Reduced Width Sheet 5 inches on center '. These calculations have been done in accordance with ASCE 7-10, based on the information provi = _ contractor. The roof system must be installed in accordance with the FBC &manufacturer's recom nd 5: We recommend TAS-105 tests to verify that above MCRF may be realized, before installing new rc =4' t i�Y Sincerely Fore is Engineering Consultants, Inc. R. N. Sai ppan, P.E. Principal Engineer Florida Registration No. 46696 Forensic Engineering Consultants, -Inc. (CA # 8265). P.O. Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax (561) 218 3830 BRYNTESEWSTRUCTURAL ENGINEERS [ACCEPTED 0 ACCEPTED AS NOTED Ej IJOT ACCEPTED, REVISE AND. RESUBUT ❑ RECEIVED REVIE'VV AND ACCEPTANCE IS FOR DESIGN WTENT ONLY AND IS NOT FOR DIMENSIONS. QUANTITIES, OR FIELD CONDITIONS, WHICH ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. NO OOCUh^E TSE pRORDEVIATIONS NTRACT ACCEPTED UNLESS FROM THE IS COCLEARLY IDENTIFIED AS SUCH AND EACH IS SPECIFICALLY ACCEPTED OR REJECTED. ANY ACCEPTED CHANGE OR DEVIATION IS SUBJECT TO A REDUCTION OF THE CONTRACT LUMP SUM. Reviewed By Date lam/ REVIE-VVE® FOR CODCOMPLIANCF- ST. UCIE COUNTY EOCC • �r : iC Q �. 3 'Firestone Interim INSPECTION REPORT BUILDING PRODUCTS FINAL INSPECTION REQUIRED Inspection Date: 5/9/2019 Building Name: Farrell Advantage Storage Building Address: 605 Kitterman Rd. Port Saint Lucie, FL Contractor: L & W Roof Systems, Inc. Technical Representative: Kurth, Gary There were no attendees for this visit. Roof Accessibility: Roof Hatch Weather during Inspection: Clear Roof Visibility during Inspection: Clear Membrane Type: TPO Insulation: N/A Project No: 3357486 License/Registration No: 40007129 System Type: Mechanically Attached Additional Repair Comments: — field was down and flashing. Waiting for metal,checked seams and details they all appears to meet Firestone specifications Overview of Roof Plot =irestone Building Products inspections are for the sole use of Firestone and are prepared for the sole purpose of verifying the warrantability of the =firestone roof system. The inspections do not assure conformance to building owner's specifications, building codes, insurance requirements or any ether construction requirement.