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Plans OFFICE COPY .1 2'-2" —'♦' BEACON APPROX. WEIGHT - 400Ibs r .�� 2-2" — (DOES NOT INCLUDE BATTERIES) a .• RECEIVED M. :J 'v SOLAR PANEL SOLAR PANEL FEB 0 f'j22 SOLAR PANEL I (BY OTHERS) (BY OTHERS) PERFECTLY FLA \I"--- (BY OTHERS) 2.375" OD X .154" WALL 125" ALUM. BAFFLE AND3L MIN. SEA"NG DIVISION -� x 10" LONG / (5052-H32) ALL AROUND STL "MCI- i lahriD STL. PIPE SUPPORT \ \ \ I \ • CONC. PEDESTAL (2) \ \ i r (2) e TOP SLOPED AWAY STL. MATCH \ (2) © _ / PLATES `.C n Prn FOR DRAINAGE PLATES STL. MATCH i STL. e • • • PLATES VW STL, HSS5x5x1/4 4 n. • FIE OLD)NC. FILLED IN 0 o 0 A 4 CONCRETE PEDESTAL DETAIL SCALE: 1 1/2" = 1'-0" - STL. HSS3x3x1/4 STL. HSS3x3x1/4 STL. HSS3x3x1/4 (5052-H32).125" ALUM. BAFFLE �� 5 x x \ I ® . . . ' al II \ \ I 1 ' .125" ALUM. BAFFLE %�C1 d o (5052-H32) N \ - i 00/0 0 of 3"0 LOUVERED o b VENT � ( - IN II .125" ALUM. 1 STL. HSS4x4x5/16 BAFFLE 1 Z- (TYP.) F I I (TOP CAPPED & SEALED) BATTERY (TYP.) MI. ) '� STL. L2x2x3/16 i r I (TYP.) I)0 ALUM. SHELF I FOR BATTERY BATTERY BATTERY (TYP.) I I 4 (TYP.) (TYP.) ® STL. HSS4x4x5/16 3"0 LOUVERED . (TOP CAPPED et SEALED) �� VENT STL. HSS4x4x5/16 ( it I/ - (TOP CAPPED & SEALED) s " V CONC. � �� \ _ �sL PEDESTAL ©0 a kir.„4 �''�:' \ \ . \ •‘,.•• _,;1- -- STL. PLATE \ \ I l 1� 4 / ®® \ �:�� s ��® J ''' I (6) #4 VERTICALS W/ \ �,/4 '..4"; :•-`ram (3) #3 TIES 0 4" O.C. CONC. Q - N .. , .....: • REMAINING ® 6" O.C. 'ol ~ PEDESTAL o PEDESTAL ( Qi( _ STL. HSS5x5x1/4 N OREGON (CONC. FILLED IN FIELD) is I\\ GRADE• y .i ::: \ GRADE Fp 13 2p� NOTE: GROUND ROD REQUIRED GRADE •4// ' OQ' of s REFER TO S-3 FOR DETAILS IDRAWNBY BEACON END VIEW BEACON BACK VIEW • SCALE: 1/2" = 1-0" SCALE: 1/2" = '-0" TSM EXPIPPM!v1 M1,P 1.141 ° GENERAL NOTES: J to 1'-6"0 x 6'-6" DEEP 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. CONC. FOOTING 2. ISOLATE ALUMINUM FROM STEEL. W. NICHOLAS DEAL, P.E., S.E. In i0 (fc'=2500psi © 28 DAYS) 3. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. \c T 4. ALL ELECTRICAL WORK TO CONFORM TO THE REQUIREMENTS OF UL48 AND SECTION 600 OF NEC. ,I- - 1'-6" - ' 5. UL AND DATA LABELS REQUIRED. 6. SIGNS TO BE 6-FT HORIZONTAL & 12-FT VERTICAL FROM HIGH VOLTAGE WIRES. 299 N.WEISGARBER RD. PHONE 865.584.0999 4110 BEACON ELEVATION SECTION 7. CONCRETE TO HAVE f'c=2500 PSI MIN. ® 28 DAYS. AIR-ENTRAINED CONCRETE TO BE USED IN SUITE#: 103 SIGN-ENGINEER.COM SCALE: 1/2" = 1'-0" LOCATIONS SUSCEPTIBLE TO FREEZING TEMPERATURES. KNOXVILLE,TN 37919 C� � RAL This original drawing is provided as part of 0 No. REVISIONS DATE BY DESIGN NO: PROJECT MGR.: SHEET N0: planned project and is not to be exhibited, T345 EXIrU�EA4Y_ copied or reproduced without the permission ® - _ _ S-� J L of Federal Heath Sign Company LLC or its ® - O arra©1 DRAWN BY; DATE: VISUAL COMMUNICATIONS authorized agent.m ® - - - TSM 11/24/21 OF: 4602 NORTH AVENUE. OCEANSIDE, CA. 92066 / AL JOBNO: (760) 941-0715 1 ART DESIGN REFERENCE #23-72985-10-R ) 1 _ _ - _ 9009 SW HALL BLVD. 23- 72985- 1 0 3 TIGARD, OR 97223 '1/4.----...1 S:\Engineering\Signs\Projects\2021\210061\210061-141 r 1 2.375" OD X .154" WALL STL, PIPE SUPPORT 10" 3/8"0 ZINC/HARDENED BOLT 3/16 / 11 3/4" / 8" 3/8"0 ZINC/HARDENED BOLT 5 1/2" j ® 5.5" BOLT - _ 1" / / 3" —/ 6" / / 1 3/4" f 5 1/2" f ® 5.5" BOLT \ PATTERN 1 j 3/8"x8"x8" - 13/16"0 HOLE PATTERN a STL. MATCH mac--\ FOR 3/4"0 A325 0 • 2.375" OD X .154" WALL 0 0 PLATE 0 0 STL. BOLT (TYP.) x 9.5" LONG \ STL. HSS3x3x1/4 + + 3/8"x10"x10" 1 4 - O STL. PIPE SUPPORT 1111 olig' STL. MATCH / oo _ PLATE 1/4 Ilir 3/16 `� �1/4r - _____N , 75"x11,75"x11,75" 0 3/8"x8"x8" 0 ndll /Ilk O 3/8"x10"x10" ` 1 STL. BASE PLATE STL. CAP PLATE STL. CAP PLATE 1/4 \ STL. HSS3x3x1/4 STL. HSS4x4x1/4 -// 3/8" r j 1/4 r\ 4 l(TYP.) 4 PLATE DETAIL 6 PLATE DETAIL DETAIL °' ' 2.5\ SCALE: 1 1/2" - 1-O" SCALE: 1 1/2" 1'-0" 410 SCALE: 1 1/2" = 1'-O" ` \ / f - 125" ALUM. 1 2x4"x6" STL. SKIN (TYP.) (TYP') 1/4 4 1/4> 6 GUSSET �___, lc N 0 0 0 (TYP.) \ ,f' 1'-0" 'r 125" ALUM. SKIN 125 ALUM. N .125" ALUM. SKIN �� FRONT AND SIDES BAFFLES MOUNTED WITH VHB �' ,I' 3/4" FRONT AND SIDES TAPE. BACK MOUNTED \ I I \ MOUNTED WITH VHB TAPE. BACK MOUNTED © BASE PLATE DETAIL WITH CS SS TAMPER LC WITH CS SS TAMPER PROOF SCREWS (#93410024SS9H) I a PROOF SCREWS (#93410024SS9H) SCALE: 3" = 1'-0" og BIT FOR THIS FASTENER (#125HT0864A) BIT FOR THIS FASTENER (#125HT0864A) x STL. HSS3x3x1/4 I 0 \ STL. HSS3x3x1/4 \ I I- 3/8" STL. PLATE (TYP.) O SECTION DETAIL _ STL. HSS4x4x5/16 TOP CAPPED f SCALE: 1 1/2" = 1'-0" V` g fa) SECTION DETAIL ,, pr v� SCALE: 3" = 1'-0" / /`/�j ��',� I y 1'-0" y 3/8"x10"x10" ,f' 1'-O" ,�' �i�/ PE� +2 ,I I • _ STL. PLATE \ 3/8"x8"x6" ' ' \ , 3/8"0 ZINC/HARDENED BOLT STL. PLATE �n(Z$ 2 ® 5.5" BOLT ,125" ALUM. SKIN OREGON !�l _:,,I PATTERN FRONT AND SIDES O • MOUNTED WITH VHB / S�C`A �N\ .125" ALUM. SKIN x TAPE. BACK MOUNTED k, /3 2 3 FRONT AND SIDES o WITH CS SS TAMPER •/`// O�iP of ■ MOUNTED WITH VHB :4.11" PROOF SCREWS (#93410024SS9H) CNOi<AS ■ TAPE. BACK MOUNTED O O PWITH CS SS ROOF SCREWSM#93410024SS9H BIT FOR THIS FASTENER (#125HT0864A) IDRAWN TSM BY E ,j� �q(VI1� 1.141 STL. HSS3x3x1/4 BIT FOR THIS FASTENER (#125HT0864A) STL. HSS3x3x1/4 \ (TYP. R TO HSS) \ (TYP. It TO HSS) STL. HSS4x4x5/16 3/16 r W. NICHOLAS DEAL, P.E., S.E. STL. HSS4x4x5/16 3/16 V 299 N.WEISGARBER RD. PHONE 865.584.0999 0 SECTION DETAIL SECTION DETAIL SUITE#: 103 SIGN-ENGINEER.COM SCALE: 1 1/2" = 1'-0" 8 SCALE: 1 1/2" = 1'-0" KNOXVILLE,TN 37919 • I r D RAL This original drawing is provided as port of a NO. REVISIONS DATE BY DESIGN NO: PROJECT MGR.: "SHEET No: planned project and is not to be exhibited, . . - T345 L OEA'�JL copied or reproduced Without the permission ® - _ _ DRAWN BY: S-2 LJ LJ �J J L of Federal Heath Sign Company LLC or its 0 - O J I ra©1 DATE: VISUAL COMMUNICATIONS authorized ogent.m ® - - - R((. IIU TSM 11/24/21 OF: 4602 NORTH AVENUE. OCEANSIDE. CA. 92056 1 ®' - . JOB NO. (760) 941-0715 (ART DESIGN REFERENCE #23-72985-10-R ) * - - - 9009 0 GARD HALL B VD. 2 3- 7 2 9 8 5- 10 3 S:\Engineering\Signs\Projects\2021\210061\210061-141 3 r / 11 3/4" / 1" / / 3" —/ 6" / 1 3/4" GENERAL NOTES: 13/16"0 HOLE NOTE: ALL COMPONENTS AND FOR 3/4"0 A325 CONDUCTORS SHALL BE INSTALLED 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS ON JOB SITE. O O /� STL. BOLT (TYP.) INSIDE BEACON ENCLOSURE. 2. STRUCTURAL STEEL PIPE SHALL CONFORM TO NOTED SPECIFICATIONS. ��/>f 3. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO ASTM A36. 4, WELDING SHALL CONFORM TO AWS D 1.1 & AISC SPECS. BOND TO MODULE 5. ALL WELDING TO BE PERFORMED BY CERTIFIED WELDER. ,75"x11.75"x11,75" FRAME 6. ISOLATE ALUMINUM FROM STEEL. STL. BASE PLATE BOND TO MODULE— 7. ALL BOLT HOLES TO BE DRILLED OR PUNCHED. SUPPORT PIPE 8. ALL ELECTRICAL WORK TO CONFORM TO THE REQUIREMENTS OF UL48 AND SECTION 600 OF NEC. / 9. UL AND DATA LABELS REQUIRED. J 10. SIGNS TO BE 6-FT HORIZONTAL & 12-FT VERTICAL FROM HIGH VOLTAGE WIRES. #BAWG CU-THWN2 11. CONCRETE TO HAVE F'C=2500 PSI MIN. 0 28 DAYS. (3000 PSI FOR SPREAD STL. HSS5x5x1/4 (TYP)— ._ FOOTING OPTION) 12. DESIGN IS BASED ON 110 MPH WIND. 3-SEC GUST, EXPOSURE C. (2019 OREGON M M STRUCTURAL SPECIALTY CODE, ASCE 7-16) • 13. CONNECTION BOLTS: ASTM A325 rn ( 2.5/(TYP,) 14. STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES & PLATES ASTM A36 1/4 l/ 3 c\ 15. THE CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS & METHODS OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY. 16. NO FIELD HEATING FOR BENDING OR CUTTING OF STEEL SHALL BE ALLOWED 3 3 2 1 "x "x " STL. WITHOUT THE ENGINEER'S APPROVAL. / 17. ALLOWABLE SOIL BEARING PRESSURE ASSUMED: 1500 PSF ASSUMED HORIZONTAL GUSSET BOND TO PROVIDE CU GROUND (PASSIVE PRESSURE) ASSUMED AT 100 PSF/FT OF DEPTH. (TYP,) ENCLOSURE FRAME BAR MOUNTED INSIDE 18. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR ENCLOSURE ENGINEERED EARTH. BOND TO STEEL 19. FILL COMPACTED TO 98% OF ITS MAXIMUM DRY DENSITY AS PER ASTM D 698-70 0 0 0 MEMBER IN FOOTING (STANDARD PROCTOR) UNLESS NOTED OTHERWISE. THE SOIL BEARING CAPACITY IS TO BE VERIFIED BY A GEOTECHNICAL ENGINEER PRIOR TO CONSTRUCTION. IF III III III III III III III— ALLOWABLE BEARING AND/OR LATERAL PRESSURE IS LESS THAN THE ABOVE 6" MIN— ' — ASSUMED AND/OR CALCULATED PRESSURES, THE ENGINEER SHOULD BE a 1/4 1/4 T I—III—t (I I: I I—III—III—III—-III—I I CONTACTED FOR RE-EVALUATION. 1/4> <(TYP,) 111. 1/4> III—I I —I I I—III—III—III—�I I 20. EXCAVATION SHALL BE FREE OF LOOSE SOIL BEFORE POURING CONCRETE. �� CU GROUND R0D 11: I I—III—I I(—III—-III 22. THIS 21. QENGINEER DOES NOTUATELY BRACE (WARRANT THE S) UNTIL CACCURACY OF DIMENSIONS RETE HAS SET UP FOR 14 DAYS. 5/8"0, 81 - -II — I' BY OTHERS. BASE PLATE DETAIL — —IIIIII— 23. ALL EXPOSED STEEL SHALL BE PAINTED WITH AN ENAMEL PAINT TO INHIBIT III SCALE: 3" = l'-0" T 24. T HHISIS DE DESIGN IS FOR THE INDICATED ADDRESS ONLY, AND SHOULD NOT BE USED © GROUNDING DETAIL AT OTHER LOCATIONS WITHOUT WRITTEN PERMISSION OF THE ENGINEER. 25. THE SCOPE OF ENGINEERING FOR THIS SEALED PRINT IS LIMITED TO THE SCALE: 6" = 1'-0" FOUNDATION & SUPPORT POLE ONLY. ALL OTHER ELEMENTS BY FEDERAL HEATH, NOTE: J` THIS DESIGN IS VALID FOR THE FOLLOWING CODE REQUIRMENTS:2018 IBC-ASCE 7-16-UP TO AND INCLUDING 180 MPH. g _ ,Ltgt R 2015 IBC-ASCE 7-10-UP TO AND INCLUDING 180 MPH. R •. 'c: "'1 3/4"0 STL. BOLT 2012 IBC-ASCE 7-10-UP TO AND INCLUDING 180 MPH. i 2009 IBC-ASCE 7-05-UP TO AND INCLUDING 140 MPH. • 1%/ �� ' SS WASHER 2006 IBC-ASCE 7-05-UP TO AND INCLUDING 140 MPH. I'�%, fBARE/TINNED T ON COPPER WIRE I'/r�Z( S LEVEL CONC. NEC TABLE SIZED PER , `-u{ TIN TYPE RATED COPPER Luc,LAYDIRECT RIAL IN NEC TABLE 250.122 PEDESTAL ILSCO GFOR D8T OR Eouv (1OREGON STAR WASHERS BETWEEN V w BOLT HEAD AND LUG i Py MODULE FRAI,IE / n /�RE AND CµWTZErtH R CE .,, OR METAL FRAM %i ��93, -- A.N. I �� ti I '/CHOLAS�� STL. BASE DRAWN BY . ' • PLATE LAY STAINLESS LScS A1LACHED ORE: rHE FaLoW�G TSM EXPIggC1�q(V1,1#� 1•� 11.141 HotOLT STEEL 8-32 ORE: HEK Bar. IZ,/e-32 OR/10-32 THREAD HEX NUT:18-32 OR I10-32 THREAD f STAR LOCK WASHERS � — TACK WELD (TYP,) © SECTION DETAIL (TYP.) 4 GROUNDING LUG DETAIL W. NICHOLAS DEAL, P.E., S.E. SCALE: 6" 1'-O" SCALE: 6" = 1'-0' 299 N.WEISGARBER RD. PHONE 865.584.0999 SUITE#: 103 SIGN-ENGINEER.COM KNOXVILLE,TN 37919 t J ri K ��� This original drawing is provided as part of a No. REVISIONS DATE BY DESIGN NOT345 PROJECT MGR�E : SHEET No- planned project and is not to be exhibited, . .,-Cn[� copied or reproduced Without the permission .&. - -- O � � O �� DRAWN BY: S—3 Aof Federal Heath Sign Company LLC or its DATE: ' VISUAL COMMUNICATIONS authorized ogent.m ®,- - - O TSM 11/24/21 OF: 4602 NORTH AVENUE, OCEANSIDE, CA. 92056 / ) ® _ JOB NO: (760) 941-0715 (ART DESIGN REFERENCE #23-72985-10-R 8•- ' - - 900ARD HRLL 2Zw 23- 72985-10 S:\Engineering\Signs\Projects\2021\210061\210061-141