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6 I 5 I 4 3 I 2 I 1 <br /> GENERAL NOTES: ATM ID: N/A <br /> I. CONSTRUCTION SHALL CONFORM TO THE CODE INDICATED ON THIS SHEET. <br /> - 2. NOT FOR HUMAN OCCUPANCY. KIOSK DOORS INTENDED FOR EQUIPMENT DESIGN CRITERIA <br /> MAINTENANCE ONLY <br /> 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS,ELEVATIONS,PROPERTY THIS ATM ENCLOSURE,ANCHORAGE AND FOUNDATION ARE DESIGNED TO MEET THE <br /> D LINES,ETC.ON THE JOB. FOLLOWING CRITERIA BASED ON THE LISTED LOCATION: D <br /> 4. THESE PLANS ARE INCOMPLETE WITHOUT THE SETUP INSTRUCTIONS. LOCATION: BECU - EVERETT WA <br /> SET UP INSTRUCTIONS ARE LOCATED IN THE KIOSK HARDWARE PACK 11121 EVERGREEN WAY SOUTH <br /> INSIDE THE KIOSK. EVERETT,WA 18204 <br /> 5. SEE NOTES ON FOUNDATION SHEET FOR SPECIFICATIONS. BUILDING CODE 2015 IBC IN/WASHINGTON AMENDMENTS <br /> 6. KIOSK SHALL NOT BE LOCATED IN FLOOD PRONE AREA. ROOF LIVE LOAD 20 PSF <br /> ANGHOR NOTES ROOF SNOW LOAD 20 P5F <br /> WIND SPEED <br /> — I. EXPANSION/ADHESIVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE -- <br /> WITH THE MANUFACTURER'S RECOMMENDATION OR ICC REPORT. WIND EXPOSURE u�r 110 MPH <br /> 2. PERIODIC SPECIAL INSPECTION 15 REQUIRED.VERIFICATION OF THE <br /> FOLLOWING IS REQUIRED DURING SPECIAL INSPECTION: SEISMIC <br /> A. ANCHOR TYPE AND DIMENSIONS. SDs .163 <br /> //� B. CONCRETE TYPE AND COMPRESSIVE STRENGTH. SDI .562 <br /> �'/ G. HOLE DIMENSIONS AND HOLE CLEANING PROCEDURES. SITE CLASS D <br /> D. ANCHOR SPACING,EDGE DISTANCES,CONCRETE THICKNESS,ANCHOR SEISMIC DESIGN CATEGORY D <br /> C EMBEDMENT DEPTH,AND TIGHTENING TORQUE. 501E BEARING PRESSURE MINIMUM REQUIRED PER TABLE 1806.2 C <br /> E. COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION <br /> �� `"�� INSTRUCTIONS. FROST DEPTH SEE IBC SECTION 1809.5 EXCEPTION WHERE APPLICABLE <br /> 0 3. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING CONCRETE AVOID ANY RE-USE OF THESE DRAWINGS FOR LOCATIONS OTHER THAN THE INDICATED <br /> ���� GUTTING OR DAMAGING EXISTING REINFORCING BARS. LOCATION, IS PROHIBITED UNLESS REVIEWED AND DEEMED SUITABLE BY A <br /> g 4. ANCHOR USED WITH ADHESIVES MUST BE ZING COATED,FULLY THREADED REGISTERED PROFESSIONAL ENGINEER. <br /> ROD CONFORMING TO ASTM FI554,A36 OR ASTM AI13 GRADE B1. SIZE <br /> A5 INDICATED IN THESE DRAWINGS. <br /> —4 f`(J' 5. ANCHORS INDICATED HEREIN SHALL BE ONE OF THE FOLLOWING OPTIONS: <br /> g „Nt-i-M141:Vgt.taM a 511 r zO h`TVI' �^.thV <br /> ,, ,r„, <br /> 4ANOEXPANSIONANG ® 4 , Aa,. <br /> POINT 2 IOB No.G5S I <br /> SI <br /> ; ` a, 4 n 4,-4..wee -s, 3� h� w,v. ilcw 4.. %1 POINT 2 <br /> teLLOi i ' dATTNISINST ION, 0 �� STRUCTURAL ENGINE <br /> ERS,INC. <br /> v �Fh tE .1 ,W :gz ^t� : r�0"MU � "c4 ` / 5701 BUSINESS DR SUITE 100 <br /> EXPANSION (5/S"0 /Q <br /> SACRAMENTO,CA.95820 <br /> s411:152--5822%) <br /> FAX)w <br /> ICG ES INS ' ATION <br /> B \ <br /> / MFR BOLT REPORT TORQUE B <br /> HILTI KINK =► T TZ 60 FT-LBS SEp 2 <br /> SIMPSON STRONG BO - 303 10 FT-LBS , 0 1,4`` Zp 8 <br /> "UBOLT + 2421 10 FT-LBS , -.iI TIN ce 0-"s0 <br /> REDHEAD <br /> r ,' <br /> _ POWERSTUD+ _ /® 4,.. .r.4;' <br /> 5501 <br /> D •LT SD2 2502 60 FT- - <br /> 40243 <br /> ADHESIVE (5/8"4, ROD) ,,,ro <br /> ICG ES MAXIMUM BEGU - EVERETT WA <br /> MFR PRODUCT NAME TIGHTENING 1112 EVERGREEN WAY SOUTH <br /> REPORT TORQUE EVERETT,WA 18204 `� <br /> A HILTI HIT-HY200 3181 60 FT-LBS i%�� A <br /> I' � � COMPANION <br /> SIMPSON SET-XP 2508 50 FT-LBS 'r e45 WEST 200 NORTH-NORTH SALT LAKE.UTAH MO&4 <br /> FAX*(809 294-3537 TEJ.EPHOPE 8(877)738-3448 <br /> a. <br /> DEWALT PURE 110+ 3218 40 FT-LBS care' 9/20/2018 <br /> COVER SHEET KIOSK. 5501 <br /> SHEET• <br /> .. 7//3 <br /> THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION IN PART OR WHOLE WITHOUT THE WRITTEN PERMISSION OF COMPANION SYSTEMS IS PROHIBITED. <br /> . 6 I 5 I 4 3 1 2 I 1 <br />