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6 5 4 3a 2 1 <br /> t. <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 DES I GN CR I TER IA <br /> MAINTENANCE ONLY <br /> 5. 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 /> ' -Z:: "' <br /> INSIDE THE KIOSK. EVERETT,WA 15204 <br /> 5. SEE NOTES ON FOUNDATION SHEET FOR SPECIFICATIONS. BUILDING GORE 2015 IBC W/WASHINGTON AMENDMENTS <br /> 6. KIOSKK SHALL NOT BE LOCATED IN FLOOD PRONE AREA. <br /> ROOF LIVE LOAD 20 PSF <br /> ANCHOR NOTES ROOF SNOW LOAD 20 PSF <br /> WIND SPEED <br /> — I. EXPANSIOWADHESIVE ANCHORS SHALL BE INSTALLED IN ACCORDANCE — <br /> WITH THE MANUFACTURER'S RECOMMENDATION OR ICC REPORT. YULT 110 MPH <br /> 2. PERIODIC SPECIAL INSPECTION IS REQUIRED.VERIFICATION OF THE WIND EXPOSURE C <br /> FOLLOWING IS REQUIRED DURING SPECIAL INSPECTION: SEISMIC <br /> _ A. ANCHOR TYPE AND DIMENSIONS. 509 .qGS <br /> B. CONCRETE TYPE AND COMPRESSIVE STRENGTH. Sni .562 <br /> ]:,`D pli <br /> G. HOLE DIMENSIONS AND HOLE GLEANING PROCEDURES. SITE GLASS D <br /> D. ANCHOR SPACING,EDGE DISTANCES,CONCRETE THICKNESS,ANCHOR <br /> EMBEDMENT DEPTH,AND TIGHTENING TORQUE. SEISMIC DESIGN CATEGORY D C <br /> CE. COMPLIANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION SOIL BEARING PRESSURE MINIMUM REQUIRED PER TABLE 18062 <br /> EINSTRUCTIONS. FROST DEPTH SEE IBC SECTION ISOWS EXCEPTION WHERE APPLICABLE <br /> Q5. WHEN INSTALLING DRILLED IN ANCHORS IN EXISTING CONCRETE AVOID ANY RE-USE OF TI EC DRAWINGS FOR LOCATIONS OTHER THAN THE INDICATED <br /> CUTTING OR DAMAGING EXISTING REINFORCING BARS. LOCATION, 15 PROHIBITED UNLESS REVIEWED AND DEEMED SUITABLE BY A <br /> • <br /> 4. ANCHOR USED WITH ADHESIVES MUST BE ZINC COATED,FULLY THREADED REGISTERED PROFESSIONAL ENGINEER. <br /> ROD CONFORMING TO ASTM FI554,ASS OR ASTM AI13 GRADE B1.SIZE <br /> ` r "..--------r.:; AS INDICATED IN 11 EX DRAWINGS. <br /> $ U .... <br /> gl 5. ANCHORS INDICATED HEREIN SHALL BE ONE OF THE FOLLOWING OPTIONS: <br /> .. • EXPANSION (5/Su0) POINT 2 Jos No.CSI -I I <br /> POINT 2 <br /> ,�---�� MFR BOLT ICG E5 INSTALLATION STRUCTURAL EMBERS.NC. <br /> REPORT TORQUE .-° <br /> .4 res`` o c�ese2100o <br /> HILT! KIK BOLT TZ 1111 GO FT-LBS , °W,X, <br /> B 5IMPSON .STRONG BOLT-2 5051 10 FT-LBS B <br /> REDHEAD <br /> DE WALT TRUBOLT + <br /> POWERTUD+ 2427 <br /> 2502 10 FT-LBS <br /> GO FT-LBS s�a� Z <br /> D� - h <br /> 'OJ tlF♦Li$j�I <br /> ADHESIVE (5/5"0 ROD) '� °2' <br /> ICG ES MAXIMUM ® 4r <br /> ' <br /> O O MFR PRODUCT NAME TIGHTENING 4cz44 <br /> REPORT TORQUE '`s� :42ISMO Ci <br /> loiv...w.. <br /> HILT! HIT-HY200 5151 GO FT-LBS BECU - EVERETT WA /V <br /> SET-XP 2508 50 FT-LBS 11121 EVERGREEN WAY SOUTH `/�j <br /> SIMPSON EVERETT,WA 15204 <br /> A DEWALT PURE I10+ 5215 40 FT-LBSi'' A <br /> 4 COMPANION <br /> \, 616 WEST 200 NORTH-NORTH HALT LAKE,UTAH 84064 <br /> FAX i(300 44146547 78E101:46*(Q!)7604446 <br /> '"'L 9/20/2018 <br /> COVER SHEET '°°"` 5500 <br /> „ . --- <br /> „) <br /> TIE INFORMATION CONTAINED N THS DRAWNG IS THE SOLE PROPERTY OF COMPANION SYSTEMS. ANY REPRODUCTION N PART OR WHOLE WITHOUT TIW <br /> E RITTEN PERMISSION OF COMPAMON SYSTEMS IS PROFBITED. e6 1 5 i 4 4 3 2 1 <br />