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Z JOHN A. MARTIN and ASSOCIATES ❑ STRUCTURAL ENGINEERS <br /> I— ' Sheet 1 of 1 <br /> CO Project: 21008 <br /> Q <br /> 0 <br /> B of A LIGHTING ( WA4-158 ) - 305 SE EVERETT MALL WAY , EVERETT , WASHINGTON Job no. <br /> > al ROGERS ELECTRIC Dote 1/31/2024 <br /> Engineer KD <br /> 1-1/4"MIN,TYP <br /> I I <br /> LIGHT PER MFR, WT=55 LBS MAX, PROJECTED ASTM A36 12"x12"x1"BASE PL W/(4)3/4" <br /> • WIND AREA=2.00 FT MAX DIA. MIN X 24"MIN EMBED GR 36 MIN ', -o <br /> ANCHOR BOLTS 10.5"CIRCULAR BOLT +'-- I -- MW <br /> PATTERN .VERIFY BOLT PATTERN WITH _ _ "_. 1 <br /> _ - - - <br /> LIGHT POLE PER MFR HSS MANUFACTURER'S SPECIFICATION PRIOR 0 , <br /> w 5"x5"x0.18" MIN ASTM A500 TO CONCRETE POUR +, I yr <br /> = GR 46 OR HSS 3.72"DIA. - ___ <br /> e x0.18 MIN ASTM A500 GR II II <br /> a 46 HI I <br /> x II II f ANCHOR BOLTS SEEN- <br /> 0 ANCHOR BOLT PLAN <br /> 3470 FT-LBS (ASD) - --— ----.� <br /> MAX ALLOWABLE II IICOVER (PER POLE MFR) <br /> 0 260 LBS (ASD) II II <br /> N MAX ALLOWABLE II I�� > 1" MIN NON-SHRINK, NON-METALLIC <br /> . . r�__. !, � GROUT 2,500 PSI AT 28 DAYS.SPECIAL INSPECTION NOT REQUIRED. <br /> BASE PLATE . s' ;;I�,, �' . 3/4" CHAMFER <br /> SEE A/- o TYP <br /> o m I I ' — 3-#3 TIES WITHIN TOP 5" <br /> FROST LINE Q, `' I NOTES: <br /> 'N' 30" MIN J FINISHED GRADE <br /> \, \ 1. THIS DETAIL SHALL BE REVIEWED AND APPROVED BY THE LOCAL CODE OFFICIAL <br /> e j <br /> -- BAL #3 TIES @ 8"oc OR <br /> .. 3 SPIRAL �1 4" PITCH 2. THE ASSUMED ALLOWABLE BEARING PRESSURE IS 1500 PSF AND ALLOWABLE LATERAL <br /> N 1-1 I I_' _ '.' ,-1 1 Ell l i=U 1 BEARING PRESSURE IS 100 PSF PER FOOT PER INTERNATIONAL BUILDING CODE 2021 TABLE <br /> W - 1 -n_I--t 's ' 11-1 11 ,11— <br /> I' _ _I€I THIS DETAIL IS NOT APPLICABLE AT MUD, ORGANIC SILT,ORGANIC CLAYS, PEAT OR <br /> o'C) 2" MAX CONDUIT .Y -I I I----1 UNPREPARED FILL UNLESS DEEMED ACCEPTABLE BY THE LOCAL CODE OFFICIAL. <br /> i__;a <br /> z• <br /> w _ <br /> 3. RISK CATEGORY II <br /> w CONC PIER 28 DAY STRENGTH =2,500 <br /> PSI C-150 TYPE I OR II WITH NORMAL ?h - ; ��--___ 4. BASIC DESIGN WIND SPEED = 105 MPH, WIND EXPOSURE C <br /> o'''a WEIGHT AGGREGATE ASTM C-33 MAX V.. � AS #5 RE60 <br /> � ASTM A615 GR 60 <br /> J SLUMP = 6" MAX WATER/CEMENT \ 5. THE FOOTING IS DESIGNED PER INTERNATIONAL BUILDING CODE 2021 SECTION <br /> < RATIO=0.5 <br /> 1807 AND ASCE 7-16 <br /> 6. DRILL AND CAST FOUNDATION <br /> -' '� 3" CLR <br /> - TYP 7. THIS DETAIL IS NOT APPLICABLE AT HIGH ELEVATIONS, ESCARPMENT, RIDGE OR <br /> ' �' HILL/MOUNTAIN <br /> .-' CLAN .. ... . <br /> .• of w^-5,4 <br /> Q � h�$�'2 8. SPECIAL INSPECTION NOT REQUIRED PER IBC 1704.2 EXEMPTION#1 <br /> z <br /> l l,. 466q µ a4,4.-= <br /> ROUND <br /> -4-sioNnl.t0";k-. <br /> 2-2-24 CITY OF EVERETT <br /> LIGHT POLE FOUNDATION DETAIL REVIEWED FOR PERMIT <br /> 950 S. GRAND AVENUE LOS ANGELES, CALIFORNtA 90015 (213) 483-6490 <br />