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HomeMy WebLinkAboutENG DWG OPY-57680 EICAP Idaho Falls, ID (sealed)-Reviewed-ApprovedAuthor Name Author Email Author Phone No.: Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : Rexburg Head StartAddress : 55 W 2nd NRecord Type : Sign PermitDocument Filename : ENG DWG OPY-57680 EICAP Idaho Falls, ID (sealed).pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 23-00619 Page Reference AnnotationType Author : Department Status Page Review Comments Applicant Response Comments S1 Stamp Cody Jones : Building Open 1 Approved - Building Inspector Sign Permit Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 3'-6" 4'- 9 " 11 ' - 3 " 3' - 2 " 8' - 1 " 3" COVER CONCRETE FOOTING NATIVE UNDISTURBED SOIL OR FULLY COMPACTED FILL A S1 GRADE FRONT VIEWSIDE VIEW COLUMN AND FOOTING1 SCALE: 3/8" = 1'-0" 2'-0" 8'-3" HSS 4.500x.337 15'-9" LONG STANDARD SIGN 3'-6" 316" MAX ROOT OPENING (SEE TABLE) 2" ROOT OPENING REQ'D WELD SIZE 0 - 116"316" 116" - 18"14" 18" - 316"516" HSS 2 x2 x 316 or HSS 112 x 112 x 316 SOCKET FRAMING STEEL PIPE COLUMN 4 PLC'S OR TYPICAL OF SOCKET FRAMING3/16 SIGN FRAME AT COLUMNA NO SCALE 2" TYPICAL AT TOP & BOTTOM OF EACH SIGN SECTION 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 S1 EICAP 935 E Lincoln Rd Idaho Falls, ID OPY-57680 8/9/2023 XUYEN CABRAL CARL MEYERS DAVID LEE LARRY COHEN C:\ U s e r s \ Y e s c o E n g i n e e r i n g \ 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 \ E I C A P I d a h o F a l l s , I D O P Y - 5 7 6 8 0 \ C A D \ E N G D W G O P Y - 5 7 6 8 0 E I C A P I d a h o F a l l s , I D . d w g DESIGN CRITERIA 1.BUILDING CODE: IBC 2018 2.DEAD LOAD: SIGN CABINETS <= 7 PSF FRONT ELEVATION AREA 3.WIND LOAD: VULT = 105 MPH (3 SECOND GUST), RISK CATEGORY II, EXPOSURE C STRUCTURAL STEEL 4.DESIGN AND FABRICATION ACCORDING TO ANSI/AISC 360 5.PIPE OR ROUND HSS: ASTM A500 GRADE B OR API 5L - GRADE X42, FY = 42 KSI 6.SQUARE & RECTANGULAR TUBE (HSS): 6.1.FOR 112"x112" OR SMALLER: ASTM A513, FY = 32 KSI 6.2.FOR ALL OTHERS: ASTM A500 GRADE B, FY= 46 KSI FOOTING NOTES 7.CONCRETE COMPRESSIVE STRENGTH, f 'c = 3000 PSI AT 28 DAYS MIN. DESIGN BASED ON f 'c = 2500 THEREFORE PER IBC SECTION 1705.3, EXCEPTION 2.3, NO SPECIAL INSPECTION REQUIRED. 8.CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN ACI 614, ACI 301 AND ACI 318. REMOVE ALL DEBRIS FROM FORMS BEFORE PLACING CONCRETE. 9.CONCRETE POURED AGAINST UNDISTURBED NATIVE SOILS 10.NATIVE SOILS ASSUMED TO IBC CLASS 5 (WORST CASE PRESCRIPTIVE) 11.SOIL ALLOWABLE LATERAL BEARING CAPACITY = 100 PSF/FT 12.ALLOWABLE BEARING AT GRADE= 1500 PSF SPECIAL INSPECTIONS 13.NOT REQUIRED STRUCTURAL OBSERVATION 14.NOT REQUIRED OTHER NOTES 15.REFER TO ART DRAWINGS FOR SIGN FINISHES, COLORS AND LIGHTING SPECIFICATIONS. GENERAL STRUCTURAL NOTES CARL R. M E Y E RS PR OFES S I O NAL ENGIN E ER L IC ENSED S TATE OF I D AHO 15820 08/09/2023Signed Carl Meyers Digitally signed by Carl Meyers DN: C=US, E=cmeyers@yesco.com, O=YESCO, OU=Engineering, CN=Carl Meyers Date: 2023.08.09 09:33:48-06'00'