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Home My WebLink AboutSIGN DESIGN CALCULATIONS) SCANNED BY St. Lucie County EnCon Services, Inc. Sign Design Calculations Job Description 7 Eleven #34862 7600 S US Hwy 1 Port Saint Lucie, FL 34952 WAVE Signbement ELE0003A Design per Florida Building Code, 6th Edition (2017), Section 16 Wind Load, ASCE 7-10, LRFD Load Case: 1.2D + W Risk Category II Kzt Exposure Kd Kz V ULT Cf G ULT. Wind Pressure (PSF) 1 C 0.85 0.85 175 mph 1.85 0.85 -7 PREPARED BY: En Con Services, Inc., FL EB #9394 PO Box 3613, Apollo Beach, FL 33572 813-655-3373........... DATE SIGNEC 7/16/201 Nathan P. Presnell, PE 1 FL PE #77696 Sign Area Distance to Center P = Force Moment s ft Ib ft-lb) Front 17.55 _ 6.36 1559 9911 momentx Overhang Weight (estimated) - 0.82 182 179 momenty Twist 17.55 1.84 1559 2869 moment LOADS ARE LRFD ShearY 1559 Axial Z 218 Proof I Utilization (Governing Cases) Design values[Ib[ Utilization Loading Proof Load Capacity dN l6v ["A) Status Tension Concrete Breakout Strength 6.442 10,419 62/- OK Sheer Steel failure -(with lever arm) 708 1,572 -/46 OK Loading pa By S Utilization pav 1 ] Status Combined tension and shear loads 0.618- 0.450 513 72 OK HILTI Profis Anchor 2.8.1 INSTALL SIGN WITH: (4) 03/4" HILTI KW IK BOLT TZ - SS 304 3/4 3-3/4" EMBEDMENT INTO CURED -CONCRETE FOUNDATION CONCRETE MIN fc = 3000 PSI (FOUNDATION BY OTHERS) MAINTAIN 12" MIN. EDGE DISTANCE ALL ANCHORS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 7/16/2019 7 Eleven 34862 Part Saint Lucie ICON Mobile Synergy Wave anchors ELE0003A W. SCANNED BY St. Lucie Countv EnCon Services, Inc. Sign Design Calculations Job Description 7 Eleven #34862 7600 S US Hwy Port Saint Lucie, FL 34952 SYNERGY Blade Sign Element ELE0002A Design per Florida Building Code, 6th Edition (2017), Section 16 Wind Load, ASCE 7-10, Load Case: D + 0.6W Risk Category II Kzt 1 Exposure C Kd 0.85 Kz 0.86 v 175 mph Cf 1.84 G 0.85 Number of Poles 1 Wind Pressure IPSFI 89 PREPARED BY: EnCon Services, Inc., FLEB #9394 PO Box 3613, Apollo Beach, FL 33572 813-655-3.373 - Nathan P. Presnell, PE 77696 DATE SIGNE 7/16/2L Sign Area Distance to Center I P = Force I Moment I (sf) (ft) (lb) (ft-lb) Face Est. Weight Required Flexural Strength (kip-ft) Provided Flexural Strength (kip-ft) Flexural Ratio Mount Plate Design Distance Between Bolts Number of Bolts per Mount Plate Plate Width (IN) Bolt Spacing d (IN) Diameter of Pole (IN) 4.28 1.71 1.71 Totals 228 389 50 86 0 0 0 0 278 475 0.47 per pole 3.21 HSS 3 x 3 x 1/8 Grade A500 B Steel 0.15 4 712 Tension on Bolts (LB) 4 Use -3/8"'Dia. Grade A307 Bolts Drill & Tap existing steel tube Min. 1/4" thick existing tube wall 6 0.21 Plate thickness (IN) 5 Use 1/4" A36 Plate 3 7 Eleven 34862 Port Saint Lucie ICON Mobile Synergy Blade sign ELE0002A �y ! f ja• i�N'� Y trW Aad EnCon Services, Inc. Sign Design Calculations Job Description 7 Eleven #34862 7600 S US Hwy 1 Port Saint Lucie, FL 34952 Pump. Number Wedge ELE0007A Design per Florida Building Code, 6th Edition (2017), Section 16 Wind Load, ASCE 7-10, Load Case: D+0.6W Risk Category II KA 1 Exposure C Kd 0.85 Kz 0.94 v 175 mph Cf 1.83 G 0.85 1 Wind Pressure fPSFI As PREPARED BY: EnCon Services, Inc., FLEB #9394 PO Box 3613, Apollo Beach, FL 33572 813-655-3373 Nathan P. Presnell, PE 77696 DATE SIGNE 711612C Sign Area Distance to Center I P =.Force I Moment I (sf) (ft) (lb) (ft-lb) Face 0.99 0.40 58 23 Est. Weight 0.40 2 1 Totals 60 24 Mount Plate Design Distance Between Anchors (in) 1.875 151 Tension per Anchor (LB) Number of Anchors per Mount Plate 3 20 Shear per Anchor (LB) Use 0114" Self Drill Screws into Existing Steel Column Min. 1/8" thick existing tube wall X 7 Eleven 34862 Port Saint Lucie ICON Mobile Synergy Pump Number Wedge anchors ELE0007A Y EnCon Services, Inc. Sign Design Calculations Job Description 7 Eleven #34862 7600 S US Hwy 1 Port Saint Lucie, FL 34952 KOALA Sign Element ELE0004A Design per Florida Building Code, 6th Edition (2017), Section 16 Wind Load, ASCE 7-10, Load Case: D + 0.6W Risk Category II Kzt 1 Exposure C Kd 0.85 Kz 0.85 v 175 mph Cf 1.82 G 0.85 1 Wind Pressure (PSFI RR PREPARED BY. EnCon Services, Inc., FLEE #9394 PO Box 3613, Apollo Beach, FL 33572 813-655-3373 Nathan P. Presnell,-PE 77696 DATE SIGNE 711612( Sign Area Distance to Center I P.= Force I Moment I (sf) (ft) (lb) (ft-lb) Sign Element Mounting Anchor Design Distance Between Screws Number of Screws Per Side 4.97 0.58 262 152 Totals 262 152 2.44 4 7 Eleven 34862 Port Saint Lucie ICON SYNERGY KOALA anchors ELE0004A 373 Tension on Fasteners (LB) Use (8) 0114" Self Drilling, Self Tapping Screws Into Existing Min.118" Thick Steel Column Ji .. EnCon Services, Inc. Sign Design Calculations Job Description 7 Eleven #34862 7600 S US Hwy 1 Port Saint Lucie, FL 34952 - WAVE Sign. Element.ELE0003A Design per Florida Building Code, 6th Edition (2017), Section 16 Wind Load, ASCE 7-10, LRFD Load Case: 1.2D + W Risk Category 11 Kzt 1 Exposure C Kd 0.85 Kz 0.85 V UST 175 mph Cf 1.85 G 0.85 1 III T_ Wind Pressura IPSF1 R9 PREPARED BY: EnCon Services, Inc., FL EB #9394 PO Box 3613, Apollo Beach, FL 33572 813-655-3373 DATE SIGNEC 7/161201 Nathan P. Presnell, PE FL PE #77696 Sign Area Distance to Center P = Force Moment s ft(lb) ft-lb) Front 17.55 6.36 1559 9911 momentx Overhang Weight (estimated) - 0.82 182 179 momenty Twist 17.55 1.84 1559 2869 momentz LOADS ARE LRFD Shear Y 1559 Axial Z 218 Proof I Utilization (Governing Cases) Design values [lb] Utilization Loading Proof Load Capacity PHI Pv 10/1 Status Tension Concrete Breakout Strength 6,442 10,419 62 / - OK Shear Steel failure -(with lover arm) 708 1,572 -146 OK Loading 11N Pv 6 Utilization Pev[%] Status Combined tension and shear loads 0.618- 0A50 5/3 72 OK HILTI Profis Anchor 2.8.1 INSTALL SIGN WITH: (4) 03/4" HILTI KW IK BOLT TZ - SS 304 3/4 3-34' EMBEDMENT INTO CURED CONCRETE FOUNDATION CONCRETE MIN fc = 3000 PSI (FOUNDATION BY OTHERS) MAINTAIN 12" MIN. EDGE DISTANCE ALL ANCHORS SHALL BE PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS 7 Eleven 34862 Port Saint Lucie ICON Mobile Synergy Wave anchors ELE0003A 7/16/2019