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HomeMy WebLinkAboutPA2023-0058_20230306_Plans_11x172 B 34567891011121314 1 C D E F G H I J A Drawn by......................................................... Checked by..................................................... Date: Project No. Date Revisions 1 Orig. No. Account Exec............. Designer..................... 2 3 4 5 ENGINEERING www.yesco.com © 2022 YESCO LLC, All rights reserved S1 of 2 CLEARWATER NEWPORT 101 BAYVIEW PLACE NEWPORT BEACH, CA 92660 OPY-51534 2/2/2023 CARL MEYERS RYAN CAIN TYLER YOUNG 2/2/2023 C:\ U s e r s \ c m e y e r s \ D o c u m e n t s \ 1 - Y E S C O \ 1 - C u r r e n t J o b \ 2 0 2 3 \ C l e a r w a t e r N e w p o r t , N e w p o r t B e a c h , C A O P Y - 5 1 5 3 4 \ C A D \ 5 1 5 3 4 E N G D W G C l e a r w a t e r N e w p o r t , N e w p o r t B e a c h , C A . d w g DESIGN CRITERIA 1.BUILDING CODE: CBC 2022 2.DEAD LOAD: SIGN CABINETS <= 15 PSF FRONT ELEVATION AREA 3.WIND LOAD: VULT = 95 MPH (3 SECOND GUST), RISK CATEGORY II, EXPOSURE C 4.SEISMIC LOAD: NON STRUCTURAL COMPONENTS (TABLE 13.5-1 "SIGNS & BILLBOARDS") 4.1.RISK CATEGORY II, IMPORTANCE FACTOR Ie = 1.0 4.2.MAPPED SPECTRAL RESPONSE ACCELERATION, SS=1.30, S1=0.46 4.3.SITE CLASS D (default) 4.3.DESIGN SPECTRAL RESPONSE ACCELERATION, SMS=1.559, SDS=1.039 4.4.SEISMIC DESIGN CATEGORY D 4.5.SEISMIC DESIGN FORCE (HORIZ.) = 0.316 KIPS, (VERT.) = .083 KIPS 4.6.EQUIVALENT RESPONSE COEFFICIENT, (HORIZ.) CS = 0.790, (VERT.) CS=0.208 4.7.RESPONSE MODIFICATION COEFFICIENT, RP=3.00 STRUCTURAL STEEL 5.DESIGN AND FABRICATION ACCORDING TO ANSI/AISC 360 6.SQUARE & RECTANGULAR HSS: ASTM A500 GRADE B, FY= 46 KSI 7.STEEL PLATE (PL) & ROD: ASTM A36 8.BOLTS: ASTM F3125 GRADE A325N (WITH HARDENED WASHERS) WELDING 9.DESIGN AND FABRICATION ACCORDING TO AWS D1.1. 10.WELDING SHALL BE BY WELDERS HOLDING VALID CERTIFICATES AND HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS OR NOTES. 11.E70XX ELECTRODES FOR SMAW PROCESS 12.ER70S-X, E70C-XC ELECTRODES FOR GMAW PROCESSES 13.E7XT-X OR E7XT-XM ELECTRODES FOR FCAW PROCESSES 14.316" MIN FILLET WELD UNLESS OTHERWISE NOTED FASTENERS 15.FASTENERS INTO SHEET METAL SHALL MEET ICC-ES ESR-2196, ICC-ES ESR-3332, or ICC-ES ESR-1976 SPECIAL INSPECTIONS 16.NOT REQUIRED STRUCTURAL OBSERVATION 17.NOT REQUIRED OTHER NOTES 18.REFER TO ART DRAWINGS FOR SIGN FINISHES, COLORS AND LIGHTING SPECIFICATIONS. GENERAL STRUCTURAL NOTES 02/02/2023Signed 1'- 1 12" 1' - 1 12" 93 4" 1' - 1 12" 1' - 1 12" 934" 1' - 1 12" 1'- 1 12" 4"4" 24'-0" THIRD FLOOR 12 ' - 1 " 2' - 1 1 34" 3' - 0 34" 3'- 0 3 4" 2' - 1 1 34" 2'-134"9" 2 S1 2'-1034" 3'-1" A S1 HSS 3x3x316 OUTRIGGERS TYPICAL B S1 B S1 BLADE SIGN1 SCALE: 1/2" = 1'-0" WALL PLATES & BLOCKING2SCALE: 1/2" = 1'-0" 30'-1 1/4" TOP OF SIGN STEEL OUTRIGGERS AT WALLA SCALE: 1" = 1'-0" PLATE DETAIL Ø14" HOLES 12" THICK STEEL PLATE 4"4"112"112" 11" 1' - 1 12" 1' - 1 12" 2' - 6 " 112" 112" (3) #10 SHEET METAL SCREWS (2) #10 SHEET METAL SCREWS (3) #10 SHEET METAL SCREWS PL 12" x 11" x 2'-6" MUST BEAR DIRECTLY ON STUDS/BLOCKING 20 GAGE MTL STUD BLOCKING. (DESIGN & CONSTRUCTION BY OTHERS) HSS 3x3x316 OUTRIGGER 1/4 316" MAX ROOT OPENING (SEE TABLE) 2" ROOT OPENING REQ'D WELD SIZE 0 - 116"316" 116" - 18"14" 18" - 316"516" HSS 112 x 112 x 316 SOCKET FRAMING STEEL PIPE COLUMN 4 PLC'S OR TYPICAL OF SOCKET FRAMING3/16 SIGN FRAME AT COLUMNB NO SCALE 2" TYPICAL AT EACH OUTRIGGER 2 B 34567891011121314 1 C D E F G H I J A Drawn by......................................................... Checked by..................................................... Date: Project No. Date Revisions 1 Orig. No. Account Exec............. Designer..................... 2 3 4 5 ENGINEERING www.yesco.com © 2022 YESCO LLC, All rights reserved S2 of 2 CLEARWATER NEWPORT 101 BAYVIEW PLACE NEWPORT BEACH, CA 92660 OPY-51534 2/2/2023 CARL MEYERS RYAN CAIN TYLER YOUNG 2/2/2023 C:\ U s e r s \ c m e y e r s \ D o c u m e n t s \ 1 - Y E S C O \ 1 - C u r r e n t J o b \ 2 0 2 3 \ C l e a r w a t e r N e w p o r t , N e w p o r t B e a c h , C A O P Y - 5 1 5 3 4 \ C A D \ 5 1 5 3 4 E N G D W G C l e a r w a t e r N e w p o r t , N e w p o r t B e a c h , C A . d w g 20 GAGE MTL STUD BLOCKING. (DESIGN & CONSTRUCTION BY OTHERS) STEEL WALL PLATES (SEE DETAIL A/S1) BY YESCO 02/02/2023Signed