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RF-10-2165 (2)Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Lo -se Li Inspection Number: INSP - 154999 Permit Number: RF -12 -10 2165 Scheduled Inspection Date: January 21, 2011 Inspector: Bruhn, Norman Owner: , BARRY UNIVERSITY Job Address: 11300 NE 2 Avenue Garner Building Miami Shores, FL 33138 -0000 Project: BARRY UNIVERSITY Contractor: CERTIFIED ROOFING SPECIALIST INC Permit Type: Roof Inspection Type: Cap Sheet Work Classification: Tile /Flat Phone Number Parcel Number 1121360010160 -22 Phone: (954)781 -7663 Building Department Comments RE -ROOF TILE AND FLAT Passec,Wef" Failed Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP- 154795. CREATED AS REINSPECTION FOR INSP- 154780. CREATED AS REINSPECTION FOR INSP- 154078. South side and west side started. NB January 20, 2011 For Inspections please call: (305)762 -4949 Page 10 of 15 ENGINEERING PLUS ENGINEERING AND CONSULTING SERVICES 19528 Sedgefield Terrace, Boca Raton, FL 33498 (561) 756 4106 * fax (561) 479 3743 * engplus@cs.com * C.A. # 26538 To: Miami Shores Building Department RE: Existing Plywood Roof Sheathing Attachment Reinforcement Project: Proposed Re- roofing at Barry University — Gardner Building 11300 NE 2th Ave., Miami Shores, FL 33161 Engineer: Taylan Kalkan, PE Date: December 22, 2010 Sirs: Please be advised that our services have been retained to perform an engineering evaluation for existing plywood roof sheathing to existing roof frame connection for the building at above address to verify compliance to Florida Building Code 2007 w/2009 Supplement, High Velocity Wind Zone Requirements. After investigation, I found existing roof sheathing connections shall be reinforced as follows: Existing Plywood Sheathing to Existing Roof Frame Connection at Zone 3: Add #8 -18 x 1 'A" teks self drilling metal screws to existing plywood decking to bring spacing of fasteners to 3" o/c max. on end and edge supports, and 5" o/c max. on intermediate supports. (See attached sketch sheet 1 of 3) Existing Plywood Sheathing to Existing Roof Frame Connection at Zone 1&2: Add #8 -18 x 1 1/Z" teks self drilling metal screws to existing plywood decking to bring spacing of fasteners to 4" o/c max. on end and edge supports, and 6" o/c max. on intermediate supports. (See attached sketch sheet 2 of 3) Please do not hesitate to contact me if I may be of further assistance. December 22 2010 Taylan Kalkan, PE State of Florida Registration # 67349 Enclosure: Fastening Pattern at Existing Roof Sheathing for Zones 1, 2 & 3 (Total 3 sheets) Wind Pressure Calculation for Roof Zones (Total 1 sheet) LEGEND • NEW #8 -18 x 1 Y" TEKS SELF DRILLING METAL SCREW o EXISTING #8 TEKS METAL SCREW If NEW SPACING TYPICAL © EDGE SUPPORT • ®I' 0_ UOa.. W Z U 0_ W z • • • • U• U• U• U• U• U• U• U• U • 0 EXISTING SPACING • • • O • O • • • • • • U • U • U • U • U • U • C. • • C • EXISTING SPACING • • O • c c.D • Z Q1— 0 Q J p 0 0_ c c Q W O • a 0_ to NUmo_ O N cI •� C 3 0 Z Z Z • • • O • • C • C • C • FASTENER NOTE: ADD #8 -18 x 1 Y" TEKS SELF DRILLING METAL SCREWS TO EXISTING PLYWOOD DECKING TO BRING SPACING OF FASTENERS TO 3" 0/C MAX. ON END & EDGE SUPPORTS, AND 5" 0/C MAX. ON INTERMEDIATE SUPPORTS, AS SHOWN. PANELS MUST HAVE BLOCKING AT HORIZONTAL JOINTS CORNERS (ZONE 3) a= 11' -0" FASTENING PATTERN CAD EXISTING ROOF SHEATHING — Barry University — Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE: 12/22/2010 NEW SPACING TYPICAL © EDGE SUPPORT TAYLAN KALKAN, P.E. ENGINEERING PLUS FL P.E. # 67349 & E.B. # 26538 19528 SEDGEFIELD TERR. BOCA RATON, FL 33498 (561) 756 4106 fax (561) 479 3743 U_ S- y) 0 z z U 0_ cn W z / £,W20 PAGE 1 OF 3 LEGEND • NEW #8 -18 x 1 X" TEKS SELF DRILLING METAL SCREW o EXISTING #8 TEKS METAL SCREW NEW SPACING TYPICAL CO EDGE SUPPORT • • • •O • U •U • U • U a CO EXISTING SPACING • • • • O • • U • U W • U • U • U • U • U • U •L) • (. 0 o U Q U M o z Z • O • • • EXISTING SPACING • • • • a 0 a V) O z • • O • CD • • O • • U z ¢w coa z Z • • C • c • c • c • • c • c 14» NEW SPACING TYPICAL CO EDGE SUPPORT FASTENER NOTE: ADD #8 -18 x 1 Y" TEKS SELF DRILLING METAL SCREWS TO EXISTING PLYWOOD DECKING TO BRING SPACING OF FASTENERS TO 4" 0/C MAX. ON END & EDGE SUPPORTS, AND 6" 0/C MAX. ON INTERMEDIATE SUPPORTS, AS SHOWN. PANELS MUST HAVE BLOCKING AT HORIZONTAL JOINTS INTERIOR (ZONE 1 & 2) FASTENING PATTERN CAD EXISTING ROOF SHEATHING Barry University — Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE: 12/22/2010 TAYLAN KALKAN, P.E. ENGINEERING PLUS FL P.E. # 67349 & E.B. # 26538 19528 SEDGEFIELD TERR. BOCA RATON, FL 33498 (561) 756 4106 fax (561) 479 3743 l 2,yVLieia PAGE 2 OF 3 CORNER (ZONE 3) CORNER (ZONE 3) ROOF PLANE SKETCH Barry University — Gardner Bldg. 11300 NE 2th Ave., Miami Shores, FL 33161 DATE 12/22/2010 CORNER (ZONE 3) TAYLAN KALKAN, P.E. ENGINEERING PLUS FL P.E. # 67349 & E.B. # 26538 19528 SEDGERELD TERR. BOCA RATON, FL 33498 (561) 756 4106 fax (561) 479 3743 TCTTIS {'ate. y AS CE h " ,s 5 Developed by MCA Enterprises, Inc. Copyright 2010 www.mecaenterprises.com Date : 12/22/2010 Project No. . Company Name : Designed By . Address Description . City Customer Name : State Proj Location : File Location: C: \Documents and Settings \ENGINEERING PLUS \Ny Documents \ENGINEERING PLUS FOLDERS \ENGINEERING CALCULATIONS \CLIENTS\misc \ARGON ROOFING \Barry university- Gardner bldg \barry.wnd Basic Wind Speed(V) Structural Category Natural Frequency Importance Factor Alpha At Am Cc Epsilon Slope of Roof Ht: Mean Roof Ht RHt: Ridge Ht OH: Roof Overhang at Eave= Bldg Length Along Ridge = User input 146.00 mph III N/A 1.15 9.50 0.11 0.15 0.20 0.20 0.54 : 12 27.50 ft 30.00 ft 1.00 ft 227.00 ft Data: Structure Type Exposure Category Flexible Structure Kd Directional Factor Zg Bt Bm 1 9.m i n Slope of Roof(Theta) Type of Roof Eht: Eave Height Roof Area Bldg Width Across Rid ge= Main Wind Force Resisting Systeae(MWERS) Figure 6 -5 Internal Pressure Coefficients for Buildings, GCpi Enclosed Bldg +GCpi = 0.18 Enclosed Bldg -GCpi = -0.18 Wind Pressure on Components and Cladding Width of Pressure Coefficient Zone "a" = 11 ft Description Width Span Area Zone Max Min Max P ft ft ft ^2 GCp GCp psf Building C No 0.85 900.00 ft 1.00 0.65 500.00 ft 15.00 ft 2.57 Deg Gabled 25.00 ft 50672 ftA2 221.00 ft Min P psf ROOF ROOF ROOF 1.00 1.00 1.00 1.00 1.00 1.00 1.00 3 1.00 2 1.00 1 0.300 - 2.800 0.300 -1.800 0.300 -1.000 24.693 - 153.302 24.693 - 101.858 24.693 - 60.703 pliolApf?