1832 38TH ST 2019 Plans 2022-12-01

EVERETT AQUASOX MISCELLANEOUS INGS STRUCTURAL / MECHANICAL FUNKO FIELD SHEET NUMBER DRAWING NUMBER DRAWING TITLE SHEET NUMBER DRAWING NUMBER DRAWING TITLE 1.0 REFERENCE 3802 BROADWAY 101 4164842 DRAWING NOTES AND INDEX 301 4164547 SHOP DWG; DVX-2101-408X792-15HD, EQUIPMENT DETAILS 1.1 REFER TO DAKTRONICS RISER DIAGRAM DRAWINGS FOR ALL ELECTRICAL POWER AND SIGNAL SPECIFICATIONS. EVERETT, WA 98201 302 4164650 SHOP DWG; PRIMARY ViDEOBOARD, SYSTEM VIEWS 1.2 REFER TO INSTALLATION AND MAINTENANCE MANUAL FOR COMPLETE INSTALLATION INSTRUCTIONS. SUBMITTAL APPROVAL 303 4164815 STRUCTURE DWG; PRIMARY VIDEOBOARD 1.3 ALL DIMENSIONS ARE IN FEET AND INCHES. 304 4172957 CONNECTION DWG; VIDEOSOARD STRUCTURE [ 2.0 PROJECT RESPONSIBILITY APPROVED APPROVED AS NOTED APPROVED AS NOTED & RESUBMIT COMPANY: 2.1 ALL DRAWINGS MUST BE APPROVED BY THE CUSTOMERAND BE CERTIFIED / STAMPED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON BEFORE THEY CAN BE USED FOR FABRICATION OR ERECTION /CONSTRUCTION. SIGNED: 2.2 DAKTRONICS E.O.R. IS RESPONSIBLE FOR CERTIFYING NEW SECONDARY STEEL STRUCTURE FOR THE VIDEOBOARD/SCBD SYSTEM. EXISTING BASE STRUCTURE COLUMNS & FOUNDATION ELEMENTS BY OTHERS. 2.5 ALL SUBCONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO INSTALLATION / FABRICATION. TITLE: DATE: 2.6 DAKTRONICS AND ALL SUBCONTRACTORS SHALL PERFORM WORK IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE, AND OR LOCAL REGULATIONS. 2.7 ALL ACCESS STRUCTURE MUST MEET ALL APPLICABLE LOCAL, FEDERAL, AND STATE SAFETY REGULATIONS. 2.8 EACH SUBCONTRACTOR IS RESPONSIBLE FOR JOBSITE SAFETY. 2.9 DAKTRONICS ERECTION SUBCONTRACTOR IS SOLELY RESPONSIBLE FOR DESIGNING AND PROVIDING TEMPORARY BRACING FOR STABILITY OF UNINSTALLED EQUIPMENT AND STRUCTURE. 3.0 DISPLAY NOTES 3.1 DAKTRONICS VIDEO EQUIPMENT CABINETS, TRUSS, LETTERS & LOGO PANEL ARE COMPRISED OF ALUMINUM CONSTRUCTION. 3.2 ELECTRICAL COMPONENTS ARE ACCESSED FROM THE FRONT FOR THE L.E.D. VIDEOBOARD, 3.3 LIFT POINTS ARE PROVIDED BY DAKTRONICS IN EACH SECTION / CABINET. 3.4 WHEN LIFTING SECTIONS THE PREFERRED METHOD IS TO USE ASPREADER BEAM TO DISTRIBUTE WEIGHT AMONG ALL LIFT POINTS PROVIDED. FOR ALTERNATE METHOD OF RIGGING REFER TO INSTALLATION MANUAL. 3.5 DAKTRONICS VIDEO CABINETS/SECTIONS ARE SUPPLIED WITH MOUNTING CLIPS ATTACHED TO DISPLAY SECTIONS WITH PROVIDED HARDWARE. 3.6 05116-24 SELF DRILLING SCREWS (HC-1764) ARE SUPPLIED BY DAKTRONICS. DRIL-FLEX SELF DRILLING SCREWS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS AND ICC-ES ESR-3332, 4.0 STRUCTURAL NOTES 4.1 COMPLY WITH THE PROVISIONS OF THE FOLLOWING LATEST EDITIONS BUT NOT LIMITED TO THESE ONLY: ALL FEDERAL, STATE AND LOCAL LAWS THAT GO;°ERiv SAFETY REQUIREMENTS FOR STEEL ERECTION. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" AND "SPECIFICATIONS FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS° AMERICAN WELDING SOCIETY (AWS) STANDARD CODE D1,1 "STRUCTURAL WELDING CODE" - AISC "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM F3125 A325 OR A490 BOLTS" APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS. - ACI-318 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY" 4.2 STRUCTURAL STEEL GRADE (U.N.C.): - PLATE, ANGLE, AND CHANNEL SHALL BE ASTM A36 (Fy=36 ksi) - HOLLOW STRUCTURAL STEEL TUBE SHALL BE ASTM A500-C (Fy=50 ksi) - WIDE FLANGE AND WT SHALL BE ASTM A992-50 (Fy=50 ksi) 4.3 BOLTS AND NUTS HIGH STRENGTH STRUCTURAL BOLTS SHALL BE MINIMUM ASTM F3125 A325 U.N.O. HIGH STRENGTH STRUCTURAL BOLTS SHALL BE FULLY PRETENSIONED PER A METHOD APPROVED BY AISC. RECOMMENDED METHOD IS TURN -OF -NUT WITH (MATCH -MARKING TECHNIQUE FOR IMPROVED ABILITY TO PROVIDE SPECIAL INSPECTION U.N.O. STRUCTURAL HEX NUTS SHALL BE MINIMUM ASTAA A563 STRUCTURAL WASHERS SHALL BE MINIMUM ASTM F436 ALL STRUCTURAL BOLTS SHALL BE GALVANIZED ALL BOLTS IN CONTACT WITH ALUMINUM SHALL BE GALVANIZED, ZINC PLATED, OR STAINLESS STEEL 4.4 STRUCTURAL STEEL WELDING - ALL WELDING (SHOP & FIELD) SHALL BE PERFORMED BY A\NELDER CERTIFIED FOR THE SPECIFIED TYPE AND POSITION OF THE REQUIRED WELD. - ALL WELDING SHALL BE IN ACCORDANCE WITH AWS D1.1 - SHIELDED METAL ARC WELDING PROCESSES SHALL BE USED TO PERFORM WELDS - LOW HYDROGEN E70 SERIES ELECTRODES WITH MINIMUM CVN TOUGHNESS OF 20 ft-lbs AT 40' F TO BE USED WITH SMA\/V PROCESS 4.5 STEEL COATING - ALL STRUCTURE STEEL SHALL BE PREPARED TO PROPERLY RECEIVE PRIMER APPLICATION FOR PROTECTION FROM OUTSIDE ELEMENTS. - ALL STEEL MUST BE COATED AND PROTECTED BY PRIMER COATING INDICATED BY THE CUSTOMER. TOUCH UP COATING AFTER INSTALLATION DISSIMILAR METALS IN CONTACT SHALL BE INSULATED WITH PAINT OR OTHER APPROVED COATING TO PREVENT GALVANIC CORROSION. 4.6 DEFLECTION CRITERIA - DAKTRONICS REQUIRES A DEFLECTION CRITERIATO BE FOLLOWED FOR PROPER ALIGNMENT OF THE VIDEO BOARD. DEFLECTION CRITERIA FOR LOADS IN THE VERTICAL DIRECTION IS L/400 OR 1/2" WHICHEVER IS LESS. DEFLECTION CRITERIA FOR LOADS IN THE HORIZONTAL DIRECTION IS L/400 FOR LONG-TERM LOADS & L/240 FOR SHORT-TERM LOADS. 4.7 CAP ALL OPEN END HSS (TUBES) WITH 1/4 PLATE TO PREVENT WATER INTRUSION. 4.8 NEW STRUCTURAL DESIGN ELEMENTS IS PER THE STATE OF WASHINGTON BUILDING CODE (IBC 2015) & THE ASCE 7-10 STANDARD WITH THE FOLLOWING DESIGN CRITERIA: -)All N D - EXPOSURE C - BASIC WIND SPEED = 110 MPH (3-SECOND GUST) - CATEGORY II -WIND PRESSURE: - CASE A = 40.0 PSF - CASE B = 66.7 PSF - DEAD LOAD -PER DRAWING DOCUMENTS 5.0 VENTILATION NOTES 5.1 VENTILATION OPEN AIR REQUIREMENTS - VIDEOBOARD - 48 SQUARE FEET OF UNOBSTRUC I ED OPENING MUST BE PROVIDED FOR INTAKE AT THE BOTTOM PORTION & 48 SQUARE FEET OF UNOBSTRUCTED OPENING MUST BE PROVIDED FOR EXHAUST AT THE TOP PORTION. ALLOWANCES / DIMENSIONAL ADJUSTMENTS MUST BE MADE TO COMPENSATE FOR THE PERCENTAGE OPEN AIR OF ANY POTENTIAL MATERIAL COVERING OPEN INTAKE/EXHAUST AREAS. INTAKE / EXHAUST AREAS MUST BE EVENLY DISTRIBUTED OVER LENGTH OF VIDEOBOARD. 6.0 SPECIAL INSPECTION 6.1 STEEL FABRICATION SHALL BE DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED AS REQUIRED BY THE BUILDING CODE TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. ALTERNATIVELY, SPECIAL INSPECTION OF MATERIALS, WELDING, AND FABRICATION PROCEDURES SHALL BE REQUIRED FOR FABRICATION BY AN UNAPPROVED FABRICATOR. 6.2 NO FIELD WELDING SHALL BE PERMITTED UNLESS NOTED OTHERWISE. 6.3 THE FOLLOWING SPECIAL INSPECTIONS, WHERE APPLICABLE, SHALL BE REQUIRED PER CHAPTER 17 OF THE BUILDING CODE. 6.3.A PERIODIC SPECIAL INSPECTION OF HIGH -STRENGTH BOLTING. 6.3.13 SPECIAL INSPECTION OF THE FIELD WELDING. 6.4 SPECIAL INSPECTION IS NOT REQUIRED FOR WORK OF A MINOR NATURE OR AS WARRANTED BY CONDITIONS: IN THE JURISDICTION AS APPROVED BY THE BUILDING OFFICIAL. THUS, INSPECTION ITEMS MAY BE WAIVED AS DEEMED .APPROPRIATE BY THE BUILDING OFFICIAL. 6.5 NO STRUCTURAL OBSERVATION IS REQUIRED. L IN D .gfOL WAS, v x. IkALLO 0510112019 VECTOR PROJECTA- U1039-882-191 ECTOR 651 W. GALENA PARK HEVD, STE. 1 C 1 Po -✓®NE (ED 1) 99C-1 775 CRAPER, LJTAH.94020 YVWW. VECTOR9E.COM REV DATE: TMVD 02 O1MAY19 UPDATED NOTES PER FOR COMMENTS, REV DATE: 01 24APR19 ADDED SHEET 304 THE CONCEPTS EXPRESSED AND DETAILS SHOWN ON THIS DRAWING THIRD nNGLE PROJECT OII ARE CONFIDENTIALFANSWITHOUT PROPRIETARY. RI NOT REPRODUCE BV � ANY MEANS WITHOUT THE EXPRESS WRITTEN CONSENT OF ® DAKTRONICS• INC. OR ITS WHOLLY OWNED SUBSIDIARIES. OAKTIa®NIQS COPYRIGHT 2019 DAKTRONICS, INC. (USA) PROJECT: EVERETT AQUASOX TITLE: DRAWING NOTES & INDEX DATE: 12APR19 DIMUNITS: INCHES "DRAWING101 REV SCALE: 1"=1' DO NOT SCAL02DESIGN: MVANDYK JOB NO. FUNCDRAWN: M\/ANDYK C27731 F