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HomeMy WebLinkAboutPLANSSCANNED BY St. Lucie County mi MIN. SETBACK REO. JOHN FRANCIS BARRETT, PE 8259 BARTON FARMS BLVD. SARASOTA, FL 34240 P.E. NO.44816 rA/ THESE PLANS AND All PROPOSED WORK ARC SUP•lF(-T'i 0 M-, i OCee-lGTIONS REQU RED Fri' FIELO INeIEC' (A$ TH&T MAY BI, Nt;l'ESSARY 11H =)FH TO comm WI'm ALL APPWCA©I.0 CORRS, SCANNED BY i t V ON= FASTENERS ORATTAM ENTS AN THE WONSI911»n OF THE �9NiAACTOROFRE00R0 ST. LUCIE COUNTY PLAN REVIEW. BLDG: DATE: ;j ELEC: DATE: PLUMB: DATE: MECH _ DATE: EBSCvG Sign Group um amrcuBtsR Rl1 ffi8 i 11i1BaAJSO Wtewartsigns as b1 N. �M L ry f mme ee r 1, JOHN FRANCIS BARRETT, PE 8259 BARTON FARMS BLVD- SARASOT A, FL34240 P.E. No. 44816 t SELF -TAPPING BOLTS 3 24X96 34,161-1 TA HOLE o i TEKSTAR j, H 5 34116 LEC. H TWI MTURE 'dy ,PRO § 3 }' LE HOLE FAN S VENT WITH LIP 4"INTAKE FAN 8 VENT WITH LIP MTA XOIEIN TOP6BOWOM 1D EtEC.HIXEIN TOP6MMU 1 4. OF TUBING III-- 2J'Xl 4- OFTUBING RECT.HOLE SIZE 6 USB 9 WITH LOCK "ADD DISCONNECT" BRACKET ""SWITCH" 3 a' 29t 2}-HOLE 2t HOLE DATA 22• ELEC. I Date: 2-23-16 Drawn by: DCH IN ITEM QTY. DESCRIPTION 1Q 2 12" HINGE EXTRUSION 0 2 12" HINGE EXTRUSION Q 2 1 1/2"X 1" "F" RETAINER ® 4 1 1/2"X 1"'IF" RETAINER OS 2 1 }" HINGE RETAINER © 10 HINGE BRACKET 0 4 3"ALUMINUMANGLE 2"X3"X 16 ® 1 2"X4"Xjg"STEEL TUBE O9 2 5" X 5" X f3g' STEEL SQUARE TUBE 10 1 2" X 5" X 76' STEEL TUBE 11 2 12" X 12" X'" STEEL BASE PLATE 1© 1 1 J" X 1 J" X B" STEEL ANGLE 13 1 2"X4"X8"STEEL CAP 14 1 2' EYEBOLT 1© 1 REPLACEMENT BOLT FOR EYEBOLT 16 4 2"X2"XI6"ALUMINUM ANGLE Q 4 2"X2"XI6"ALUMINUM ANGLE 18 4 1 �'X1 j"X}"X2" ALUMINUM PROP ROD BRACKET 19 4 1 #"X1 j"Xj"X28" ALUMINUM PROP ROD BRACKET 0 2 1 }"X1 �*`X48" ALUMINUM PROP ROD BRACKET 0 2 2" X 5" Xi" STEE =G P © 4 4"X4"Xe"GUS qW P;ly — Sign Model: J.M.S. TEMPLATE MUST BE USED TO SET THREADED RODS INTO CONCRETE TEKSTAR 58, 24x96 swing #. Sketch M. Customer #: Customer Name: Custom( TEK-20mm-C-24x96 875207-1 1106146 THE CROSSING THE CHURCH n i V X z 0 0 F- Z_ Y EL w m 0 W Z w w 0 0 z a� Q Page 10 3 Address: 8103 INDRIO RD FORT PIERCE, FL 34951 "LEFT VIEW" TEK SCRE1 24X96 TEKSTAI TEK SCREW TEK SCREWS #10 x 1" 4 Req'd per angle BILL OF MATERIALS ITEM QTY. DESCRIPTION LENGTH 1O 2 2" X 2" x e" Aluminum Angles 1 Z" O2 4 "Z"Aluminum bracket 11.25" Q 20 Tek Screws #10 x 1" ® 2 Tek Screws #12 x 14' 0 2. 2" X 3" x -s' Aluminum Angles 7 e" "FRONT VIEW" 24X96 TEKSTAR TEK SCREWS 4 Req'd per "Z°. TEK SCREWS #12x 11/4" TEK SCREWS #10x 1" 2 Req'd 4 Req'd per angle TEKSCREWS #10x1" 4 Req'd �TEKSCREWS #10x1" TEK SCI 3 #10x 1" 4 Req'd per Z° 4 Req'd 2q" 'T' Mtg Bracket $' Aluminum "RIGHT VIEW" JOHN FRANCIS BARRETT, PE 8259 BAR T ON FARMS BLVD. SARASOT A, FL 34240 P.E. NO.44816 CUSTOMER #110 THE CROSSING th COMMUNITY CHUR - vtj - Sign Model: Date:2-10-16 Page 1 -T ��EBSCSiignn Group Drawn by: DCH J.M.S. TEMPLATE MUST BE USED TO SET THREADED RODS INTO CONCRETE TEKSTAR 58, 32x112 2 OF 3 31MS0010. iR33 Remrox pryw erox °xl'1m'm'�° 1'�1�m0 Drawing#. Sketch# Customer#. Customer Name; Customer Address: stewartsigns TEK-20mm-C-32x112 205943 1443931 O' LIVE CHURCH OF GOD IN CHRIST 16601 T, Ml 482 DETROIT, MI 48228 1r W IL Q a v X 41 In z O w z z n. W m O FOOTER - FRONT VIEW NOT TO SCALE TOP noun THREADED ROD EMBED IN CONCRETE FOOTER 40 EBSCO Sign Group ]AI ONNOWA[981ri11 m minme e"u"ur� ewartsigns FACE DETAIL NOT TO SCALE FOOTER - SIDE VIEW NOT TO SCALE FACE DETAIL A. HEADER PANEL SECTION}"THERMO-FORMED UV RESISTANT MAKROLON SL POLYCARBONATE DECORATION PER STEWART SIGNS ARTWORK. DECORATED WITH 3M HIGH PERFOMANCE TRANSLUCENT VINYL. B. TEKSTAR LED, MOUNTED INSIDE SEAMLESS, SINGLE PIECE, FACE OF MAKROLON SL POLYCARBONATE FOOTER DETAIL 1. 12"X12"X3/4" STEEL BASE PLATES, 2 REQUIRED 2. 1"X30"ANCHOR ROD, 8 REQUIRED TAPE THE EXPOSED TOP OF THE THREADED RODS FOR PROTECTION AGAINST CONCRETE. 3. #5 REBAR OR BETTER, TIED AT EACH JOINT. SUPPLIED BY THE CUSTOMER 4. CONDUIT, SUPPLIED BY THE CUSTOMER NOTES • DESIGNED FACTOR MEETS OR EXCEEDS 150 MPH WIND LOAD AT EXPOSURE C. • 3,000 PSI CONCRETE - LESS THAN 4.2 CUBIC YARDS NECESSARY ELECTRICAL INFO • (1) 20 AMP CIRCUIT, 120 VOLTS, MAX DRAW 10 AMPS • UL LISTED - E50724 • SIGNS SHALL BE GROUNDED BY CONNECTION TO THE EQUIPMENT GROUNDING CONDUCTOR OF THE SUPPLY BRANCH CIRCUIT. • LED COMMUNICATION METHOD: SHORT-RANGE WIRELESS 1 114" D WdETER HOLES 3" HOLES FOR ELECTRICAL & DATA O OUTLETS O BASE PLATE DETAIL NOT TO SCALE THREADED ROD - NUT WASHER SIGN BASE LEG PLATE l ' C a 4 I d CONCRETE FOOTING �a WASHER � a 6 LEVELING NUT � e a Q n � 11T EXPOSBOTTOM JOHN FRANCIS BARREETT, PE 8259 BAR TON FARMS BLVD. TOPED FIGURER EMBED IN ' FIGUREB SARASOTA, FL34240Fl.t::.:.-:;. CONCRETE P.E. NO.44816 IF FOOTER DRAWING DESIGNED TO BE PRINTED ON 8 i"X14" PAPER Date: 2-23-16 Sign Model: Page Drawn by: DCH J.M.S. TEMPLATE MUST BE USED TO SET THREADED RODS INTO CONCRETE TEKSTAR 58, 24x96.1�1 3 OF 3 TEK-20mm-C-24x96 875207-1 I 1106146 L THE CROSSING • COMMUNITY CHURCH 8103 INDRIO RD FORT PIERCE, FL 34951 0-15 Exp. C I . ,t . ... * 1. For: I M. Stewart Purchase Order No.: 43969 Footer OK Sign Type & Name: Tekstar Column Ok Drawing Number: 875207-1 Bolts Tension Ok Date: 2/25/2016 Variables: Bolts Shear Ok Approx. Sign Wt. 2500 lbs. Footer: 1 Columns: 2 Ultimate Wind Spee 150 mph diameter 0 ft. dt 0 Wind Speed 150.0 mph length L: 8 ft. dB 0.00 Directionality Kd 0.85 width W: 3.25 ft. b = 5 in Exposure K. 0.85 Height H: 4.33 ft. d = 5 in Topographical Kit 1.00 Depth D: 4 Importance Factor* 1.00 Bolts: Spacing: 9 in. c/I h = 4.625 in Gust Effect G 0.85 Ot : 2 k = 4.625 in Yield Strength (psi): 46000 1 Dia.: 0.611985 inA2 w = 0.188 in Velocity Pressure:' qZ 0.00256KZKZtKdVz Area 1 Area 2 Area 3 Totals Area: 9.31 40.00 0.00 P= F(n) # Col. n Velocity Pressure:' 41.62 height 3.50 5.00 0.00 2136.733 1 1.0 width 2.661 8.00 0.00 1 2 0.7 Structural Material: 46000 Cf 1.75 1.75 1.75 3 0.5 centroid 1.75 6.00 8.50 5.20 ft. Steel Fb = 46,000 psi wind pressure 61.90 61.90 61.90 Alum. Fb= 35,000 psi wind force 576.32 2476.15 0.00 3052.48 Ibs Allowable Lateral 400.00 Moment 1008.57 14856.91 0.00 15865.48 lb -in S = Lateral Soil Pressure 533.33 psf Allowable Soil Load 2000 psf Ratios: Aspect 1.60 Depth of Footing. non -constrained d = 5A(1+(1+(4.3h/A))tf2) Clearence 0.59 3.82 1 From ASCE 7-10 Fig. 29.4-1 constrained d= 4.25 (Mg/S3 b) 2.21 Weight of Footing: Wf = 150*A*D A= 2.34P/(Stb) 16900 Ibs 1.55 Constrained No Yes Bearing Area: A = 26.00 sq. ft. Footer Size OK OK Weight of Footing and Sign: WsF wAH + Ws Factor ofSafety 1.0 1.8 WsF 19400lbs Soil Pressure: I Ps = 746.15 Ipsf Soil Pressure OK Moment about (a) Ma: Ma = (F�Dt+F2D2+F3D3) Factor of Safety 2.7 Ma = 15865.48 ft-Ibs Mc = Ma/n Mc = 11105.8 ft-Ibs Column Design:. Section Required: Sx = Mc/Fb Assumes footing rigid subjecting Sx = 2.897175 inA3 column to bending stresses Moment of Inertia: I = 13.95343 inA4 Column Analysis: Section Designed: Sx = I/c Sx= 5.581372 inA3 Column Ok F = Mc/L/n Factor of Safety 1.9 Anchor Bolts: In Tension F = 7403.891 Ibs Bolt Yield Strength 64000 S = F/Ab Upward force on bolts In Shear S = 6049.074 Ibs/inA2 Bolt Yield Strength 1 55000 S = P/nAb Bolt Tension Ok Calculations conform to ACSE 7 and Florida Build 5th Edition 2014 77 Notes: t 0 mm 1. From ASCE7 29.3-1 ie=® 2. Structural Tubing ASTM A500 Grade B. 3. B ,s are ASTM A307. 4. Concrete Strength 2500 psf minimum. 'M S. Steel Pipe -ASTM A53 Grade B 6. Steel Plates and Bares ASTM A36 7. Structural Steel Wide Flange and Wr shape T 92 or ASTM A572 Grade 50 S = 1307.65 Factor of Safety 10.6 Bolt Shear Ok Factor of Safety 42.1 Florida #44816 New York #063279-1 John Francis Barrett, PE \\HOME-OFFICE\Public\Barrett\Wind Loading\JM Stewart 8259 Barton Farms Blvd. 43969.xls - - -wa _-- - ---- - Sarasota, FL 34240 John F. Barrett, PE Page 1 of 1 2/25/2016