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Plans OF ' fi,; _ tp FEDERAL NOTE: MATERIAL FINISH COLORS DESCRIPTION OF WORK kk CI , N H EATH it II Target Red ll AGO 7328 WHITE CLEAR MANUFACTURE AND INSTALL BEACON SIGN AS SHOWN AND NOTED .. ® ACC VISUAL COMMUNICATIONS -Solar Panel to be 120Watt Solar Panel (Dimensions 2-21/2 x 4-0 ) ■R1394Z1ARZ0 g0/"WHITE AC54CLEAR o (FULL GLOSS) (FULL GLOSS) L _ W/DIFFUSER .125" II e'�1 t.."� www.FederaEHeath.com ALUM SKIN&FRAME.COPY TO BE ROUT-OUT WITH 1/4 PUSH THR Cabinets Header/Supports Lobo Face Push•Thru Copy PUSH THRU IS 1/2"SHOULDER-CUT CLEAR ACRYLIC W/FIRST SURFACE i',:,J f— 12704 Dupont Or. WHITE VINYL AND DIFFUSER 2ND SURFACE, ti� Tampa.FL 34626 CAR LOGO COLORS O Y • (813)855-4415 (800)284-3284 TOP(LOGO)IS 7328 WHITE ACRYLIC VINYL GRAPHICS FIRST SURFACE. ] F—_ Fax(813)854-3037 ■Teri ■DARICRFD ®DARRGRAY LIGHT NS421RAY SERVICE DOORS AS REQUIRED.ALL FASTENERS TO BE z PMS 186 PMS illl PMS 425 PMS 411 COUNTER-SUNK SCREWS. naanut rirta Fa"'m<': NOTE: SOLAR PANEL Oceanswe A.rul x-ladaonNlk. % FACES AND POLE COVER TO BE PAINTED RED(SEE CHART) TO BE AT 45 DEGREE WHITE LED ILLUMINATION WITH SOLAR PANELS. eP Locations: 'OFFICE qq®�sL Oceanside,U-Las Vegas,NV-Laughlin,Ai 11 011 ANGLE FACING SOUTH BATTERIES SELF CONTAINED AS NOTED. FO■ FE ■C■O■!L aaD°FaNS.ID E°le . sVeX-San.AZ o, z Houston,T%-corpus ChrlsrL T%-Inalenapal6,IN - LOUlrwle,KY.pfoAr.Ie,IN-Granon,Wl-Delaware,OH 83/4" 2mpa oDa onaO ahFl Od o.FFL CITY OF TIGARD,. Building Quality Signage Since 1901 J° NOTE t ���d FOR CODE COMPL I CS BRACKET&SUPPORT-WHITE SOLAR PANEL,MOUNTING BRACKET � Revisions. SOLAR PANEL-BLACK AND BATTERIES TO SHIP DIRECT TO • pPiOV�' ] LENGTH OF STUB PIPE(11811) INSTALLER AND BE INSTALLED IN /OTC: [ I �_ LOGO-ROUTED THE FIELD. ' Permit#: 13 �i p .o AO - O = OUT WINDOW 11 Address: 9 ��f (� v °' W/WHITE ACRYLIC BACK-UP(4 SIDES) NOTE n pi Stute#: 7J p " 5 v, 4 DIGITALLY PRINTED VINYL GRAPHICS SIGNS TO BE DESIGNED FOR I Q. I Q TWO WIND LOAD ZONES. Q a 'Y' Date: j 2_ = o = I (180 MPH) : Z . Account Rep: BOYD HIPPENSTIEL COPY-ROUTED OUT Q M (APPROPRIATE STRUCTURAL co W/1/4"PUSH-THRU -- I DESIGN TO BE USED FOR Project Manager: CHRISTINE FEENEY N , .� (4 SIDES) -. .moo> LOCATION AS REQUIRED) a> aum, L L. ' 6 t. VALIDITY OF PERMIT Drawn By: JODY GRAHAM II THE ISSUANCE OF A PERMIT - 211 r' < 2"TALL x 1/2ll DEEP x 11 1/4"WIDE REVEAL BASED ON CONSTRUCTION Project/Location: DOCUMENTS AND OTHER 0 DATA SHALL NOT PREVENT • THE CODE OFFICIAL FROM Controller House REMOVABLE SERVICE REQUIRING THE CORRECTION target o q DOOR TO HAVE TAMPER OF ERRORS. OSSC 105.4 Store Number:T0345 is shelves(timer) PROOF SCREWS. 9009 SW HALL BOULEVARD 3"ROUND PART#X93410024SS9H, WASHINGTON SQUARE Removable Panel LOUVERED VENT BIT FOR THIS FASTENER IS TIGARD,OR 97223 c PART#125HTOBH4A HEX BIT 0 for Access CM ®Laboratories nec CO wOLI.TDuseOL e.Tev Laboratories InD. 1ALL rv.E.c. srex°naDs ARTICLE EEO OF THE N.E.C.STANDARDS.INCLUDING THE PROPER GROUNDING Axe EDNDING Or ALL SIGNS. eV ClientApprovaVDate: BATTERIES TO BE HOUSED IN LOWER CABINET SECTION. 3"ROUND Landlord ApprovaVDate: AREA FOR BATTERIES TO BE LOUVERED VENT This original drawing is provided as part of a SEALED TO PREVENT MOISTURE (4"TO CENTER) planned project and is not to be exhibited copied or — 4, =4" reprducFederaCeHeath withoutd the LC n Company permission its authorized agent.'8 FHSC < STUB PIPE AND PLATE Colors Depicted In This Rendering May Not Match `' Actual Material finishes.Refer To Product Samples IN FOOTER TO BE PROVIDED o For Exact Color Match. BY FEDERAL HEATH. —1'-6"DIA.—H 1'-6"DIA.--1 Job Number: 23-63368-10 Date: November 10,2020 12'(FT) DRIVE-UP BEACON I FOUR(4)SIDED I SOLAR POWERED 12'(FT) DRIVE-UP BEACON I FOUR(4) SIDED I SOLAR POWERED 12'(FT) DRIVE-UP BEACON w/SOLAR PANEL Sheet Number: 1 or 1 scale 1/2"=1'-0" scale 1/2"=1'-0" Design Number: 23-63368-10c „r--- 2'-3” .4, BEACON APPROX. WEIGHT - 4001bs (DOES NOT INCLUDE BATTERIES) /I\a A\tz s ,�2'-3" -�' 74 a ,-4 SOLAR PANEL NOV i u 2020 h (BY OTHERS) SOLAR PANEL PERFECTLY FLAT SOLAR PANEL (BY OTHERS) 2.375" OD X .154" WALL (BY OTHERS) AND LEVEL STL. PLAfE`f"CF_?r( , -� x 10" LONG i 3 MIN. SLOPE �;NG OlVi` "C I STL. PIPE SUPPORT Q .125" ALUM. BAFFLE ALL AROUND ____ IA (5052-H32) \ \ ® I CONC. PEDESTAL • a '• TOP SLOPED AWAY STL. MATCH (2) (2) • �f'a G <, FOR DRAINAGE (2) PLATES STL. MATCH STL. MATCH d 0 PLATES Ark PLATES STL. H555x5x1/4 o ® • 4 4. F FIELD) FILLED IN ✓ a 41:1 CONCRETE PEDESTAL DETAIL Ark SCALE: 11/2' - F-D" NV STL. HSS3x3x1/4 - STL. HSS3x3x1/4 STL. HSS3x3x1/4 .125" ALUM. BAFFLE ��(( / \ .125" ALUM, BAFFLE " I Illiwl.011�_ Elk \ , L I (5052-H32) of \I Y / b h IDI 3"0 LOUVERED J o VENT I 1 (5052-H32) 0 o i®� 1 125" ALUM. STL. HSS4x4x5/16 7BAFFLE (TOP CAPPED & SEALED) (TYP.) o FIEo I L BATTERY mom, 4 ( ) Ir' STL. L2x2x3/16 n Tom' 1 (TYP.) �I BATTERY BATTERY ALUM. SHELF I __. (TYP.) (TYP.) FOR BATTERY III 1. 3"0 LOUVERED ammo STL. HSS4x4x5/16 _ f- VENT ® (TOP CAPPED & SEALED) �' ! \ / W. NIC DEAL, P.E. / PI STL. HSS4x445/16 \ \ TOM r 1 A� ®� (TOP CAPPED & SEALED) j — CONE. \ \ R .. ,�'.": T � PEDESTAL \ _ \ F I': STL. PLATE /I b ilk :>I. o coNc. . N yorkvii /-��^' ® '' ivPEDESTAL CO C. .� / 10 STL. HSS5x5x1 4 PEDESTAL •; ; (GONG. FILLED IN FIELD) w /f/ /,' r VI! Silo \ RA' st : •4 OREGON st GRADE l�As, 13,2�i� /lb BEACON END VIEW 401 BEACON BACK VIEW IDBY V/CI-IOLASO� SCALE: 1/2' a 1'-0" DEW 1'-6"0 x 6'-6" DEEP SCALE: 1/2" - c-D' 'OI CONC. FOOTING GENERAL NOTES: p EXPIRES: 12/31/21 (fc=300Dp5i 028 DAYS) 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. V 1, NICHOLAS DEAL, P.E., SE I. T , 2. ISOLATE ALUMINUM FROM STEEL - 1''6^ - 3. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. 4. ALL ELECTRICAL 0ORK TO CONFORM TO THE REQUIREMENTS OF UL48 AND SECTION 600 OF NEC. O BEACON ELEVATION SECTION 5• UL AND DATA LABELS REQUIRED. 299 N.WEISGARBER RD. PHONE 865.584.0999 6. SIGNS TO BE 6-F7 HORIZONTAL 12-FT VERTICAL FROM HIGH VOLTAGE 4�IRE5. SUITE#: 103 1/4 SCALE: 1/2" = 1'-0' 7. CONCRETE TO HAVE fe=3000 PSI MIN. 0 28 DAYS. SUITE LL TN 37919 SIGN-ENGINEER.COM h KNOX �� �S I LDl ti R AL This original drawing is provided as part of o No. REVISIONS DATE BY DESIGN N0: PROJECT MGR.: / �1J'�C planned project and is not to be exhibited, •� - SHEET WG /��ftr copied or Without the permission _ ^ 5-1101620 C. FEENEY uu ra L2 of Federal reproducedHeath Sign Company LLC or its ®- I �j ,� DRpWN By S-1 VISUAL COMMUNICATIONS authorized agent.® _ _ - v// Q ■` DATE: 4602 NORTH AVENUE, OCEANSIDE. CA. 92056 D. DUPREE NOV. 10, 2020 ) - OF,(760) 941-m1s (ART DESIGN REFERENCE J/23-63368-10-R �� - - - S�HALL BLVD. ()/ASRINGTON SOOARE) Joe No: - - TIGARD, OR 97223 2 3-6 3 3 6 8- 10 3 S:\Engineering\Signs\Projects\2020\200061\200o61-nos it 3/16 2.375�/" OD X .154" WALL ` STL. PIPE SUPPORT 10" 3/8"0 ZINC/HARDENED BOLT 11 3/4" / 8" 3/8"0 ZINC/HARDENED BOLT 5 1/2" O 5.5" BOLT 1" 3" / 6" / 1 3/4" 5 1/2 ' 5.5" BOLT PATTERN 3/8"x8"x8" - 13/16"0 HOLE \ PATTERN STL. MATCH \ \ f FOR 3/4"0 A325 0 • 2.375" OD X .154" WALL • O O (TYP.) PLATE STL. BOLT TYP. x 9.5" LONG STL. HSS3x3x1/4 3/8"x10"x10" `� STL. PIPE SUPPORT a + i _ STL. MATCH 1/4 m - O� o - PLATE 1/4 D 1 in1 Lc1 F41 ‘115 I lit I 3/16 1/4 75"x11,75"x11.75" 3/8"x8"x8" O 0. 3/8"x10"x10" 4.. �- STL BASE PLATE STL. CAP PLATE STL. CAP PLATE0 `1/4, /, n ,-V STL. HSS3x3x1/4 STL. HSS4x4x5/16 M Ij 1/4 4 O PLATE DETAIL O PLATE DETAIL © DETAIL cr. k 2.5<MP') SCALE: 1 1/2' = 1'-0" = SCALE: 1 1/2" - 1'-0" SCALE 1 1/2' = 1'-0" \,... /_iy, V 125" ALUM. SKIN (TYP.) ( ') 1/4 6 GUSSET6" STL. (TYP.) }� MO NTED Do SIDVHB BAFFLES IN .125" ALUM. SKIN �'� 1 -0" 4. .125" ALUM. SKIN _ .125" ALUM / )(lc 3/4" FRONT AND SIDES -.-- TAPE. BACK MOUNTED I I I I II 11 MOUNTED WITH VHB WITH CS SS TAMPER TAPE. BACK MOUNTED BASE PLATE DETAIL PROOF SCREWS (#93410024SS9H) I WITH CS SS TAMPER 0 A PROOFSCREWS1 4` SCALE: 3" = 1' a" 00 934 002 SS9H (k ) ' El BIT FOR THISFASTENER 1 5HT 64A 0 STENE (k 2 OB ) 0BIT oFOR THIS FASTENER 125HT0864A (k ) I I 0 STL. HSS3x3x1/4 1 eI N- STL. HSS3x3x1/4 STL PLATE"( 3 8 (TYP.) / ( .) CO SECTION DETAIL - STL. H554x4x5/16 TOP CAPPED W. NIC DEAL, P.E. SCALE 1 1/2" = 1'-0' 0 1 © SECTION DETAIL ' O.. ,r-- 1'-0• y 3/8"x10"x10" 1 -0" 1701/111/1rai..I STL. PLATE _ - 3/8"x8"x6" `151 ii 3/8"0 ZINC/HARDENED BOLT STL. PLATE f 4. - iD 5.5" BOLT .125" ALUM. SKIN III f t !I/f , zAt7 PATTERN FRONT AND SIDES O • 125" ALUM. SKIN MOUNTED WITH VHB ' OREGOy FRONT AND SIDES o TAPE. BACK MOUNTED is �� 11 o MOUNTED WITH VHB I WITH CS SS TAMPER (� FA"/3 '-O V n 71. PROOF SCREWS (k93410024SS9H) •n l 1 TAPE. BACK MOUNTEDB17 FOR THIS FASTENER (k125HTOB64A) 1ORBY AWN C QWITH CS SS TAMPER �� NOLASOO PROOF SCREWS (k93410024SS9H) ` STL. HSS3x3x1/4 DEw Il BIT FOR THIS FASTENER (#125HT0864A) '" EXPIRES: 12/31/21 . -______-_- STL. HSS3x3x1/4 STL. HSS4x4x5/16 3/16 / (TYP. ItVV TO HSS) W. NICHOLAS DEAL, P.E., S.E. 3/16 (TYP. It TO HSS) STL. HSS4x4x5/16 299 N.WEISGARBER RD. PHONE 865.584.0999 Ell SECTION DETAIL 0 SECTION DETAIL SUITE#: 103 SIGN-ENGINEER.COM KNOXVILLE,TN 37919 SCALE: 1 1/2" - 1'-0" SCALE: 1 1/2" = 1"-0" I� I ri r rmi L This original drolying is provided as port of a NO. REVISIONS DATE Br DESIGN NO: PROJECT MGR.: SHEET N0: planned project and is not to be exhibited, m - S-1101620 C. FEENEY -U-'C /,�U copied or reproduced without the permission ® - / 11 tairet DRAWN Br: S-2 G M I\ two)/ DATE: of Federal Heath Sign Company LLC or its ® D. DUPREE NOV. 10. 2020 VISUAL COMMUNICATIONS authorized ogent.® -�- OF: ® JOB No: Z 4602 NORTH AVENUE. OCEANSIDE. CA 92056 - SW HALL BLVD. c(1�ASHINGTON SQUARE) 3 (760) 941-0715 (ART DESIGN REFERENCE k23-63368-10-R ^ ^ _ _ _ L BLVD. OR(BASHING 23- 63368- 10 w� S:\Engineering\Signs\Projects\2020\200061\200061-092 I' - - / 11 3/4" / 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND WINO DATA DEFLECTION ANALYSIS CONDITIONS ON JOB SITE. 1" / / 3" / 6" / 1 3/4" 2. ISOLATE ALUMINUM FROM STEEL. Building Code 2019 Oregon 5trocl Importance Factor,I 1.0 Damping Ratio,9 0.005 Deflection Limit H/60 3. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. Wind Load Criteria ASCE 7-16 Directionality Factor.Kal" 0.85 Natural Frequency,n, 4.32 Hz Deflection at 0.7•W 0.16 in 13/16"0 HOLE 4. ALL ELECTRICAL WORK TO CONFORM TO THE REQUIREMENTS Wind Speed,V 110 mph Topography Factor,Ka 1.0 Gust Effect Factor,G 0.85 Deflection Ratio .j' H/693 t FOR 3/4"� A325 OF UL4B AND SECTION 600 OF NEC. Exposure nsure.Category C Base Presume,Ylq,/K„ 15ot psi ASDv Wind Load Factor,v Is' 0.6 O 5. ULIAND DATA LABELS HORIZONTALIRED. STL. BOLT (TYP.) 6. SIGNS TO BE 6-FT R 12-FT VERTICAL FROM Wind Pressure Override per 0 psf Notes: (1)Loading values in chart below are based upon average K.values far each segment.Actual values are Jurisdiction Requirement calculated on hidden sheet using derived V-M egmtions. Chart(s provided far information purposes only. HIGH VOLTAGE WIRES. 7. DESIGN IS BASED ON 110 MPH WIND. 3-SEC GUST, (2) Wind directionality{Ka)/actor is 0.95 for Single Pole(Round)segments instead of0.85. The C7 value ,75"x11.75"x11.75" EXPOSURE C, (2019 OREGON STRUCTURAL SPECIALTY CODE, " GEOMETRY INPUT o) Monument: No from Fig.6-21 has been increased by 0.95/0.85 to account for this variation. '� ASCE 7-16) No.of Poles 1 No.of Footings 1 (3) Wind pressures listed below hove already been multiplied by the ASO Wind load Factor,y. STL. BASE PLATE 8. AFTER INSTALL ALL PENETRATIONS TO BE WATERPROOFED Hartz. Top Wind Support Pole Loads Footing loads WITH SILICONE SEALANT. Height Width Area Centroid 9, SIGN MUST BE ATTACHED TO OR THROUGH SOLID BLOCKING. Section Location Type Offset Elev. K, C, Press. Trib. Shear Moment Trib. Shear Moment I ATTACHMENT TO SHEATHING ONLY IS NOT ACCEPTABLE. ft ft ft so ft ft ft psi Factor kips k-ft Factor kips k-ft ` _I 10. A THREADED ROD MAY BE USED FOR THRU BOLT 1 Base Single Pole w/Cabinet 4.00 _ 1.00 4.0 0.0 2.0 0,85 1.50 18.3 1.0 01 0.1 1.0 0.1 0.1 CONNECTION. (USE WASHER AND DOUBLE NUT OR CRIMP 2 Single Pole w/Cabinet 4.00 1.00 4.0 8.0 6.0 0,85 1.80 20.5 1.0 0.1 0.5 1.0 0.1 0.5 STL. HSS5x5x1/4 THREADS BOTH ENDS TYP.) 3 Single Pole w/Cabinet 1.33 2.25 3.0 9.3 8.7 0,85 3.82 20.8 1.0 0.1 0.5 1.0 0.1 0.5 . 11. AT E.I.F.S. INSTALLATIONS INSTALL WITH 1/2" DIA. PIPE 4 None 0.0 9.3 9.3 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 o.a in , SLEEVE. SEAL ALL PENETRATIONS. 5 None 0.0 9.3 9.3 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 _ I( 2.5 12. WALL SIGNS ATTACHED TO EXTERIOR WALLS OF SOLID at 6 None 0.0 9.3 9.3 0.851.46 16.6 0.0 0.0 0.0 0.0 0.0V 0.0 T 1/4 3 ((TYP.) MASONRY OR CONCRETE, SHALL BE SAFELY AND SECURELY 7 None 0.0 9.3 9.3 0.856 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 ATTACHED BY MEANS OF METAL ANCHORS, BOLTS OR 8 None 0.0 9.3 9.3 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0.0 EXPANSION BOLTS OF NOT LESS THAN 3/8" DIAMETER AND 9 None 0.0 9.3 9.3 0.85 1.46 16.6 0A 0.0 0.0 0.0 0.0 0.0 I ` SHALL BE EMBEDDED AT LEAST 5 INCHES. WOOD BLOCKS 10 Top None 0.0 9.3 9.3 0.85 1.46 16.6 0.0 0.0 0.0 0.0 0.0 0,0 G 1/2"x3"x3" STL. SHALL NOT BE USED FOR ANCHORAGE, EXCEPT IN THE Overall Height: 9.33 ft Summation based upon averages above: 0.2 1.2 0.2 1.2 GUSSET CASE OF WALL SIGNS ATTACHED TO BUILDINGS WITH WALLS OF WOOD. A WALL SIGN SHALL NOT BE BY Aetna:base reactions based upon V.M equations: 0.2 1.2 0.2 1.2 (TYP.) ANCHORAGES CURED TO AN UNBRACED PARAPETED WALL. LAG BOLT ANCHORAGE INTO WOOD 3" MIN. EMBEDMENT, SUPPORT POLE DESIGN SUMMARY MATERIAL= STEEL 13. THE SCOPE OF THE ENGINEERING FOR THIS SEAL PRINT IS Base Elea Required Strength Values(A5D) Allowable Strength Values(ASD) Unity Ratios Interaction Ratios N.� O O O. LIMITED TO THE ATTACHMENT OF THE SICNAGE TO THE Section Aids V, M, T, P, V, M, T, P, V,/Y, M,/M, TIT, PIP, P-M P-M•V•T Status WALL ONLY, ALL OTHER ELEMENTS BY FEDERAL HEATH, ft kips kin-ft kip-ft kios klos klo-ft k(o-It kips \ 0.00 H554X4X5/16 Strong 0.2 1.2 0.1 0.2 33.5 12.8 10.9 18.5 0.7% 9.2% 0.5% 11% 10.4% 0.0% � 4.00 H553X3X1/4 Strong 0.1 0.5 0.0 Cl. 19.7 5.7 4.8 32.3 0.7% 8.1% 0.9% 0.3% 8.5% 0.0% r 1�4� \TY,P) 1/4N 8.00 2.375"0 z 0.154"wall Strong 0.1 0.0 0.0 0.0 7.0 1.2 8.4 20.3 0.9% 3.4% 0.3% 0.2% 3.6% 0.0% 1 4 0.00 None Strong 0.2 1.2 0.1 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 0.2 1.2 0.1 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 0.2 1.2 0.1 0.2 0.0 0.0 0.0 - 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% - 0 BASE PLATE DETAIL 0.00 None Strong 0.2 1.2 0.1 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% _ 0.0% SCALE: 3" = I -0" 0.00 None Strong 0.2 1.2 0,1 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.00 None Strong 0.2 1.2 0.1 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% .' 0.00 None Strong 0.2 1.2 DI 0.2 0.0 0.0 0.0 0.0 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% ,' ELEMENT DESIGN LOCATIONS,LOADS AND DISPLACEMENTS Element Elev. Type V, M, T, P, 0,7.8 0.7•6 Element Elev. Type V, M, T, P, OTB 0,7•6 ft kits k(t-ft kip-ft kips radians in ft kips kin-ft kip-ft kios radians in 1 0.00 Base Plate 0.2 1.2 0.1 0.2 0.0 0.0 3 0.00 Match Plate 2 0.2 1.2 0.1 0.2 0.000 0.00 2 4.00 Match Plate 1 0.1 0.5 0,0 0,1 0.0 0.0 4 Torsion Tube 0.2 I.2 0.1 0.2 0.000 0.00 if PLATE DESIGN SUMMARY W. NIC • I. DEAL, P.E. Plate Dimensions Bolts Weld 5 "��� q` Type N B O t de Neap gam, Circle Embed in Caisson Embed Sixe Status 3/4"0 STL. BGLT ♦ • fi, ' Number Material GussetsI. PRO Oiain /Vertical blab in 'I.I� in in in in I in in in in In in In LJ Rectangular ease Plate 55 WASHER i•��/r/���� •2 Li Circular Base Plate �I�MI LEVEL CONC. �/// /1''/ Pit?, U Match Plate I(Lower) 11.75 11.75 0.75 6 0.75 2.25 2.25 -- A325 -- - 0.250 Yes OK PEDESTAL /ram �iO� L Match Plate 1{Upper) 1175 1.1.75 -- 0.75 G 0.75 2,25 2,25 -- A325 -- 0.250 Yes OK T U Match Plate 2(Lower) 10 10 -- 0.375 4 0.375 2.25 2.25 -- A307 -- -- 0.188 No OK IIII OREGO L Match Plate 2(Upper) 10 10 -- 0.375 4 0.375 2.25 2.25 -- A307 -- -- 0.188 No OK S6,p�� rIoN\ v L t� FOUNDATION DESIGN SUMMARY III STL. BASE /DRAWN BY /V/CHQLAS9(� Diameter Width Thickness Length Depth Volume Allowable Soil PLATE Type Reinfordng Status DEW ft ft ft ft ft CV Pressure L✓J Caisson 1.50 -- -- -- 6.50 0.43 OK 200esf/ft IOW.. TACK WELD TYP.) EXPIRES: 12/31/21 u VSpread l5lab - ( W. NICHOLAS DEAL, P.E", S.E. uSpread © SECTION DETAIL (TYP.) 299 N.WEISGARBER RD. PHONE 865.584.0999 SCALE: 6" = 1'-0" SUITE#: 103 SIGN-ENGINEER.COM KNOXVILLE,TN 37919 t CDD ORAL This original drawing is provided os port of o NO. REMSIONS DATE BY DESIGN NO: PROJECT MGR.: SHEET Na' piplanned project and is not to be exhibited, m S-1101620 C. FEENEY 1FIC /�L�ITf� copied or reproduced Without the permission ® - �O �� 0 �� DRAWN Ern S-3 JlJ L/mil LI-LIDATE: of Federal Heath Sign Company LLC or its -VISYAt COMMUNICATIONS authorized ogent.® ,, - - - D. DUPREE NOV. 10, 2020 OF: 4602 NORTH AVENUE. OCEANSIDE. CA. 92056 ® _ JOB NO: (760) 941-0715 (ART DESIGN REFERENCE #23-63368-10-R ) t - - - 9 Sfl HALL BLVD. (ft GTON SQUARE) 23-63368- 0 3 TIGARD, OR 97223 S:\Engineering\Signs\Projects\2020\200061\200061-092