EnCon Services, Inc.
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Job Description PREPARED BY: EnCon Services, Inc. Kenneth Grant Inzpirations PO Box 3613 1808 W International Speedway, Suite 301 Apollo Beach, FL 33572 Daytona Beach, FL 32114 P 813-655-3373 24" Letters F 813-655-9814 Design per Florida Building Code, 7th Edition (2020), Section 16 Wind Load, FLEB #9394 ASCE 7-16, Load Case: D + 0.6W Nathan P. Presnell, PE Risk Category II FLPE 77696 Kzt 1 Exposure Factor C Kd 0.85 Kz 1.04 V ULT 140 (mph) GCp-GCpi 1.1 Zone 4, H < 60 Feet Wind Pressure 48.8 (psf) Height 2.00 (ft) Width 2.00 (ft) Thickness 0.50 (ft) Distance grade to top 40 (ft) Wind Shear Force 29.27 (lb) Est. Weight of Sign 20.00 (lb) DATE SIGNED: Total Shear Force = 35.45 (lb) 8/13/2021 Total Tension Force = 117.10 (lb) Required Provided Fastener size (Nominal) 3/8 3/8 Minimum number of fasteners 3 3 Shear Force per fastener (lb) 11.8 280 Tension Force per fastener (lb) 39.0 352 Combination Tension and 0.15 <1 O.K. Shear ratio THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE. WALL STRUCTURE WOOD BLOCKING EIFS OVER 5/8" PLYWOOD HOLLOW CONCRETE BLOCK, BRICK SOLID CONCRETE CMU, SOLID CONCRETE, BRICK ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS EnCon Services, Inc. Sign Design Calculations Sign Information Design Specifications ANCHOR TYPE LAG BOLT (3" EMBEDMENT) THROUGH BLOCKING LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE SLEEVE ANCHOR (1-1/2" EMBEDMENT) WEDGE ANCHOR ( 2-1/2" EMBEDMENT) HILTI HIT ROD W/ HY-20 ADHESIVE (3 1/2" EMBEDMENT) Kenneth Grant Inzpirations Daytona Beach 24in Letters
Transcript of EnCon Services, Inc.
Job Description PREPARED BY: EnCon Services, Inc.Kenneth Grant Inzpirations PO Box 36131808 W International Speedway, Suite 301 Apollo Beach, FL 33572Daytona Beach, FL 32114 P 813-655-337324" Letters F 813-655-9814Design per Florida Building Code, 7th Edition (2020), Section 16 Wind Load, FLEB #9394
ASCE 7-16, Load Case: D + 0.6W
Nathan P. Presnell, PE
Risk Category II FLPE 77696Kzt 1
Exposure Factor CKd 0.85Kz 1.04
VULT 140 (mph)
GCp-GCpi 1.1 Zone 4, H < 60 FeetWind Pressure 48.8 (psf)
Height 2.00 (ft)Width 2.00 (ft)
Thickness 0.50 (ft)Distance grade to top 40 (ft)
Wind Shear Force 29.27 (lb)Est. Weight of Sign 20.00 (lb) DATE SIGNED:
Total Shear Force = 35.45 (lb) 8/13/2021
Total Tension Force = 117.10 (lb)
Required Provided
Fastener size (Nominal) 3/8 3/8Minimum number of fasteners 3 3Shear Force per fastener (lb) 11.8 280Tension Force per fastener (lb) 39.0 352
Combination Tension and 0.15 <1 O.K.Shear ratio
THREADED ROD THROUGH WALL IS PREFERRED IN ALL INSTANCES. IF IT IS NOT POSSIBLE TO USE THREADED ROD, SEE CHART BELOW
FOR APPROPRIATE ANCHOR SELECTION. SIZE AND NUMBER REQUIRED ARE NOTED IN THE CHART ABOVE.
WALL STRUCTURE
WOOD BLOCKING
EIFS OVER 5/8" PLYWOOD
HOLLOW CONCRETE BLOCK, BRICK
SOLID CONCRETE
CMU, SOLID CONCRETE, BRICK
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
EnCon Services, Inc.Sign Design Calculations
Sign Information
Design Specifications
ANCHOR TYPE
LAG BOLT (3" EMBEDMENT) THROUGH BLOCKING
LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
SLEEVE ANCHOR (1-1/2" EMBEDMENT)
WEDGE ANCHOR ( 2-1/2" EMBEDMENT)
HILTI HIT ROD W/ HY-20 ADHESIVE (3 1/2" EMBEDMENT)
Kenneth Grant Inzpirations Daytona Beach 24in Letters
ENCON SERVICES, INC.PO BOX 3613APOLLO BEACH, FL 33572813-655-3373, FLEB #9394
FLORIDA BUILDING CODE, 7th EDITION (2020)SECTION 16 WIND LOAD, ASCE 7-16140 MPH WIND LOAD, VULT
RISK CATEGORY IIEXPOSURE C
DATE SIGNED:NATHAN P. PRESNELL, PE 77696
8/13/2021
Kenneth Grant Inzpirations1808 W International SpeedwaySuite 301Daytona Beach, FL 32114
WALL STRUCTURE ANCHOR TYPE
WOOD BLOCKING
EIFS OVER 5/8” PLYWOOD
HOLLOW CONCRETE BLOCK, BRICK
SOLID CONCRETE
CMU, SOLID CONCRETE, BRICK
LAG BOLT (3" EMBEDMENT) THRU BLOCKING
SLEEVE ANCHOR (1-1/2" EMBEDMENT)
WEDGE ANCHOR ( 2-1/2" EMBEDMENT)
ANCHOR SCHEDULE: 3/8” DIA. ANCHORS
QUANTITY: AS SHOWN
ANCHOR TO BE THRU BOLTS IF POSSIBLE, ALTERNATE ANCHORS PER WALL TYPE SHOWN BELOW FOR USE IF THRU BOLTING IS NOT POSSIBLE
SIGN MOUNTING HEIGHT TO BE 40FT MAXIMUM
ALL ANCHORS SHALL BE CHOSEN AND PLACED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS
LIBERTY TOGGLE BOLT OR THRU BOLT WITH SLEEVE
HILTI HIT ROD W/ HY-20 ADHESIVE (3 ½”EMBEDMENT)
SIGN TO BE CONSTRUCTED TO 2017 NEC 600 STANDARDSIGN TO BEAR UL LABELSIGN TO HAVE ELECTRICAL DISCONNECT ON THE EXTERIOR
MOUNTING LOCATIONS, TYP.
1/4” DIAM. THREADED ROD( 2 ) PER LETTER MIN.INSTALL WITH HILTI HIT-1 OR EQUAL EPOXY ADHESIVE.STUDS TO PENETRATE 5/8” PLYWOODOR EMBED 1 1/2” INTO CONCRETE
MOUNTING HARDWARE,SEE ANCHOR CHART
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