Laserfiche WebLink
6 41 3 2 1 1 <br /> REVISIONS <br /> SEPARATE SUBMITTAL, PERMIT, PLAN REVIEW, INSPECTIONS AND FEES. ZONE RD DESCR PTDN DATE APPROVED <br /> TABLE OF CONTENTS <br /> D Sheet 1: Index D <br /> Sheet 2: Site Plan <br /> Sheet 3: Enlarged Plan <br /> Sheet 4: Egress Plan <br /> Sheet 5: Elevation Plan <br /> Sheet 6: Engineering Plan <br /> Sheet 7: Engineering Details <br /> 2021 IBC <br /> 20211FC <br /> Adopted Codes by City of Everett: <br /> https://www.eve rettwa.gov/Docu mentCente r/V iew/17439/Con struction-cod es-P D F <br /> ASCE 7-16 <br /> APPLICABLE CODES LIGHTING: CLIENT <br /> 02 BC S I N 06 MEANS OF EGRESS SHALL BE ILLUMINATED WITH LIGHT HAVING AN INTENSITY OF NOT LESS THAN 1 FOOTCANDLE NAME-WAYNE MELTON ADDRESS- <br /> 2021 IFC CHAPTER 32 (11 LUX)AT FLOOR LEVEL WHILE THE STRUCTURE IS OCCUPIED. FIXTURES REQUIRED FOR MEANS OF EGRESS 5900 36TH AVE W, EVERETT,WA 98201 <br /> C 2021 IFC SECTION 906 ILLUMINATION SHALL BE SUPPLIED FROM A SEPARATE CIRCUIT OR SOURCE OF POWER. <br /> CONTACT-(425)-314-7201 <br /> ANSI MH 16.1-2012 SPECIFICATIONS FOR THE DESIGN OF INDUSTRIAL <br /> STEEL STORAGE RACKS "2012 RMI RACK DESIGN MANUAL" COMMODITIES TO BE STORED EMAIL-WAYNE.MELTON@FASTSIGNS.COM <br /> ASCE 7 10,SECTION 15.5.3 MATERIALS TO BE STORED ARE: CARTONED UNEXPANDED PLASTICS <br /> COMMODITY CLASSIFICATION: I-IV ENGINEER <br /> SCOPE OF WORK STRUCTURAL ENGINEERING & DESIGN, INC <br /> TO PROVIDE AND INSTALL(15) BAYS OF SELECTIVE PALLET RACK MAXIMUM STORAGE HEIGHT FOR RACK STORAGE: ±38-0 1815 WRIGHT AVE <br /> THIS FACILITY IS NOT ACCESSIBLE TO THE GENERAL PUBLIC. SUITE 200 <br /> BUILDING DATA PATH OF TRAVEL TO AND WITHIN EXITS IN THE BUILDING SHALL BE IDENTIFIED BY ILLUMINATED EXIT SIGNS LA VERNE, CA 91750 <br /> FIRE SPRINKLED: YES CONFORMING TO THE REQUIREMENTS OF THE 2018 IBC. 909-596-1351 <br /> NUMBER OF STORIES 2 FIRE LANES/EMERGENCY VEHICLE ACCESS ARE AVAILABLE ON THREE SIDES OF THE BUILDING. <br /> GROSS SUITE SQ. FT. 85,603 SQ. FT. ALL PORTIONS OF THE BUILDING SHALL BE WITHIN 75 FEET OF A FIRE EXTINGUISHER. THE MINIMUM SIZE OF THE DESIGNER/CONSULTANT <br /> OFFICE SQ. FT. 3,282 SQ. FT. FIRE EXTINGUISHER SHALL BE 3-A:40 B:C. TOYOTA LIFT NORTHWEST <br /> WAREHOUSE SQ. FT. 44,657 SQ. FT 19305 72ND AVE S <br /> B STORAGE RACKS WILL HAVE SIGNS STATING WEIGHT LOAD AND MAXIMUM LIMITS PER ANSI MH 16.1-2012 1.4.2 KENT,WA 98032 B <br /> FIRE SPRINKLER SYSTEM DATA WHICH STATES THAT EACH PLAQUE SHALL BE NO LESS THAN 50 SQUARE INCHES,AND SHALL BE POSTED IN ONE OR KEVIN DEAN <br /> SPRINKLER HEIGHT: ±41'-3" MORE CONSPICUOUS LOCATIONS,AND SHALL STATE THE MAXIMUM PERMISSIBLE LOADS. 206-572-9372 <br /> SYSTEM TYPE: K22 ESFR KDEAN@TOYOTALIFTNW.COM <br /> BASIS OF DESIGN REQUIRED SPECIAL INSPECTIONS: <br /> DENSITY: 40 G.P.M./SQ. FT. PERIODIC SPECIAL INSPECTION REQUIRED FOR ANCHOR INSTALLATION,ANCHORS TO BE INSTALLED PER ICC <br /> ESR1917. <br /> > DESIGNED AREA OF DISCHARGE: 12 SQ.FT. ANY FIELD WELDING TO BE PERFORMED BY A WABO CERTIFIED WELDER UNDER SPECIAL INSPECTION. <br /> z TEMPERATURE OF HEAD: 165' <br /> WATER FLOW RATE: 1718 G.P.M. <br /> PRESSURE AT BASE OF RISER: 118 P.S.I. <br /> SPECC`NPO Zyq� <br /> NOTE:ANY CHANGES TO THE FIRE SPRINKLER SYSTEM REQUIRES A 17 51137INSPECTIONSREQUIREDFORSTORAGERACKSPERIBC oFWASHN <br /> SEPARATE SUBMITTAL, PERMIT, PLAN REVIEW, INSPECTIONS AND FEES. PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR THE Digitallysigned y <br /> INSPECTION OF STORAGE RACK ANCHORAGE INSTALLATION. E n h a 0 by Enhao Zhang v 21022747 <br /> W Date:2024.09.19 �O,p aE�1STEREo <br /> ~ PERIODIC SPECIAL INSPECTION SHALL BE REQUIRED FOR THE Z h a n g 11:19:40-0700' ASS/ONALENG\ <br /> o COMPLETED STORAGE RACK SYSTEM,TO INDICATE COMPLIANCE <br /> > WITH THE APPROVED CONSTRUCTION DOCUMENTS. <br /> w <br /> A <br /> ■ ®TOYOTA .V WMTALM77 <br /> ,� cusro ER FAST SIGNS <br /> PROJECT <br /> TE SELECTIVE PALLET RACK <br /> SID2E DA DWG N0. <br /> 09/16/24 09162024001 <br /> SCALE NONE EY TOVOTA DEf NORTNWESL SHEET t <br /> 8 / 6 5 4 1 <br />