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STRUCTURAL GENERAL NOTES <br />STRUCTURAL GENERAL NOTES ARE INTENDED TO HIGHLIGHT OR IN SOME GASES SUPPLEMENT <br />PROJECT SPECIFICATIONS. REFER TO THE PROJECT SPECIFICATIONS FOR COMPLETE WORK COVERAGE. <br />A. GOVERNING CODES <br />1) WASHINGTON STATE BUILDING CODE, LATEST EDITION" <br />2) SPECIFICATION FOR THE DESIGN, TESTING AND UTILIZATION OF INDUSTRIAL <br />STEEL STORAGE RACKS (ANSI-RMI 16.1-2012). <br />B. DESIGN LOADS AND CRITERIA <br />1) GRAVITY LOADS (psf): <br />STORAGE RACK ACTUAL 2500 Ibs/PALLET 5000ibs/LEVEL <br />SELF WEIGHT = 0.52 K <br />MAX PRODUCT LOAD FOR THREE LEVEL RACK = 15k <br />MAX PRODUCT LOAD FOR TWO LEVEL RACK 10k <br />SNOW CRITERIA: NOT APPLICABLE <br />2) WIND CRITERIA: NOT APPLICABLE <br />3) SEISMIC CRITERIA: S/s ® 1.416G / S/1 4 0.544G MAPPED VALUES FOR SITE CLASS D <br />RISK CATEGORY: 11 <br />PROJECT SITE CLASS D <br />I/E = 1.0 <br />I/p ® 1,0 FOR STORAGE RACKS WHEN A DISPLACEMENT BASED <br />METHOD IS USED TO DETERMINE THE STORAGE RACK FORGES - <br />ANSI-MH 16.1 - 2012 SEC 2.62 <br />S/DS 0.944G / S/D1 = 0.544E DESIGN RESPONSE COEFF <br />SEISMIC DESIGN CATEGORY D <br />STORAGE RACK: <br />DESIGN BASE SHEAR, V = 10 K <br />DESIGN OVERTURN TENSION = 8.67 K <br />R = 4.0 IN BRACED DIRECTION PER ANSI�MM16.1 PARAGRAPH 2.6.3 <br />R = 6.0 IN UNBRACED DIRECTION PER ANSI-MM16.1 PARAGRAPH 2.6.3 <br />Cs M 0A 7 IN GROSS -AISLE DIRECTION <br />ANALYSIS PROCEDURE USED: DISPLACEMENT BASED METHOD PER ANSI-MH 16.1-2012 <br />4) COLLISION 350ibs ex TOP LEVEL <br />C. MATERIALS <br />1) STRUCTURAL STEEL: <br />PLATES ASTM A36, Fy = 36 ksi <br />2) WELD MET AL: F7X-EXXX OR E70XX OR AS APPROVED <br />3) ANCHOR ROD: HILTI KB-TZ ANCHORS PER ESR 1917 <br />4) THREADED CPL STUDS: NELSON FASTENER SYSTEMS, MILD STEEL <br />Fu = 61 ksi <br />Fyr49ksi <br />D. SPECIAL INSPECTIONS <br />1) SPECIAL INSPECTIONS DESCRIBED BELOW ARE REQUIRED PER CHAPTER 17 OF THE WASHINGTON <br />STATE BUILDING CODE. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE ENGINEER APPRISED OF <br />WORK PROGRESS AS IT PERTAINS TO SPECIAL INSPECTIONS AND FOR ENSURING THAT NO WORK <br />REQUIRING SPECIAL INSPECTIONS IS CONCEALED BEFORE SPECIAL INSPECTIONS OCCUR. <br />LOCATION AND ATTACHMENT OF HOLD DOWNS <br />FIELD WELDING <br />TESTING FIRM <br />CONTRACTOR SHALL CONTACT PRE -APPROVED TESTING FIRM PRIOR TO CONSTRUCTION AND <br />COORDINATE THE INSPECTION DATE. TESTING AGENCY SHALL SEND OBSERVATION/TEST REPORTS TO; <br />DANE M JORGENSEN, SE danejorgenseii@ctagroup.com <br />ADJACENT <br />WHERE APF <br />E. MISCELLANEOUS <br />1) DETAIL MARKS ANNOTATED ON PLANS ARE INTENDED TO INDICATE SPECIFIC CONFIGURATIONS) AND <br />INFORMATION. FOR PLAN CLARITY, EVERY LOCATION WHERE A SPECIFIC DETAIL MAY APPLY IS NOT ANNOTATED. <br />CONTACT THE ENGINEER IF CLARIFICATION IS NEEDED <br />2) CONSTRUCTION LOADS SHALL NOT BE GREATER THAN THE DESIGN LOADS INDICATED IN SECTION BA UNLESS <br />REVIEWED AND APPROVED BY THE ENGINEER. <br />GENERAL SHEET NOTES: <br />1) THIS DRAWING SHOWS TYPICAL UNIT MATERIAL AND GEOMETRY. SEE DETAIL 11/S101 <br />& 12/S101 PLANS FOR PLAN VIEW AND RELATIVE LOCATION WITHIN STORE. <br />2) STORAGE RACKS CONSIST OF THREE (3) LEVELS OR TWO (2) WITH BEAMS. SEE DETAILS <br />1/S101 AND 2/S101. THE ALLOWABLE BEAM LOCATIONS AND STORAGE RACK <br />ASSEMBLIES ARE. SHOWN, AND THE ORIENTATION OF THE STORAGE LACKS AND LEVEL <br />LOCATIONS SHALL NOT DIFFER FROM THAT SHOWN IN DETAILS 'I/S101 AND 2/S101 <br />WITHOUT NOTICE TO ENGINEER OR RECORD. <br />3) MATERIAL PROVIDED BY HANNIBAL INDUSTRIES. STEEL - MINIMUM 50 KSI YIELD. <br />WELDING ELECTRODES - AWS E70-XX (ALL WELDS SINGLE PASS FILLET <br />WELDS DESIGNED AT 50% STRESS LEVELS). FABRICATION AT APPROVED HANNIBAL <br />INDUSTRIES FACILITY. ALL MATERIAL SHALL OBTAIN PERMANENT LOAD CAPACITY <br />MARKINGS PER MH16.1 SEC. 1.4.2. <br />4) USE MIN EFFECTIVE EMBEDMENT OF 4" FOR BASE PLATE ANCHORAGE - MIN FOUR (4) <br />1/2" DIA, HILTI KB-TZ ANCHORS PER BASE PL . <br />rim <br />SERIC - W -D � t As Sx rx vey <br />IC3011 3.00 3.00 11ga 0.95 0.96 1.24 1.09 <br />f8"OX44 HOLES I <br />PL1/4X9X0'-gas <br />I <br />9av0" OR 4'-9" <br />FRONT VIEW <br />TYPICAL 3 LEVEL RACK <br />411 <br />TYPE <br />A <br />S <br />d <br />t <br />Sx <br />(x <br />50140 <br />5.00 <br />2.75 <br />1.63 <br />14ga <br />1.22 <br />120 <br />'s" X4 PER TYP <br />1ANF DETAIL <br />DIMENSIONS AND PROPERTIES <br />UNITS: INCHES UNO <br />KEY PLAN, <br />DIMENSIONS <br />t = 0,071 ' <br />TYPE <br />C <br />e <br />UNOO <br />1.50 <br />1 _50 <br />6A CONN <br />�Slolj <br />2'-10" <br />x <br />2E <br />6 <br />POST, SEE 4/S101 <br />Yl6" CONNECTOR <br />PLATE ON BEAM <br />BEAM TO COLUMN <br />CONNECTION DETAIL <br />7116" (NOM) ASTM A502 - 4 RIVETS <br />rL <br />;EAM, SEE 5/S101 <br />NEW <br />DAIRY COOLER <br />1.092 SF <br />T-0" OR 4'-9" <br />6" MIN SLAB ON GRADE <br />TYPICAL 2 LEVEL RACK <br />a9 <br />�4 <br />�4 <br />I IV <br />9 <br />I <br />yl6 <br />1Y2 <br />3/16 <br />1 Y2 <br />( <br />T I <br />` <br />S <br />I <br />f <br />ElI <br />3j6 N <br />1Y2 <br />I <br />yi6 V <br />1Y2 <br />I <br />r <br />3A <br />S101 <br />} <br />15 FT & 34" DEEP UPRIGHT <br />ITEM # <br />QUANTITY <br />DESCRIPTION <br />CUT -SIZE <br />WEIGHT <br />TOTAL WEIGHT <br />#�1 <br />2 <br />SERIE S IC 3011COL <br />180" <br />53.20 LBS <br />116.40 LBS <br />2 <br />5 <br />1 1/2x1 1/2x15ga <br />29" <br />2.25 LBS <br />11.25 L13S <br />3 <br />4 <br />1 1/2x1 1/2x15ga <br />44' <br />3.41 LBS <br />13.64 LBS <br />#4 <br />2 <br />5X6X3/6 <br />5"X6" <br />4.25 LBS <br />8.5 LBS <br />TOTAL WEIGHT <br />14939 LBS <br />BEAM RIVET PATTTERN <br />- NEW <br />"® I DELI PREP <br />�- - 707 SF <br />4 <br />�r <br />- - <br />NEW <br />_ m <br />ROTISSERIE <br />W <br />446 SF <br />-IJA710ELICOOLER <br />NEW <br />1,282 SF - <br />MACHINE ROOM ! e ., <br />NE`N <br />� <br />_ <br />1,320 SF - ROTISSERIE <br />PREP <br />r <br />186 SF <br />NEW <br />I41EAT PREP <br />1,159 SF <br />I- <br />m <br />NEW BAKERY I NEWBAKERY <br />COOLER - FREEZER <br />3755E 577SF <br />RAU"KING <br />ORIENTATION AND <br />LOCATION <br />l�l <br />UPRIGHT COL, 4-7%6"-14 UNC STANDARD THREADED <br />SEE 715101 NELSON CPL STUDS W/ WASHER <br />! i AND NUT AT EA. BASE PLATE <br />I i <br />I i <br />A36 PL ¢„ `4 9" X 0'-9 4-Y2" O ANCHORS W/ MIN 4" <br />i ! EMBED, SEE GEN NOTE 5. <br />i 1 <br />z <br />� z�l <br />k <br />EPLATE SECTION VIEW <br />.�i <br />© 2018 ALL RIGHTS RESERVED <br />12.14"2018 <br />DRAWN BY E <br />CHECKED BY I MOLLER <br />REVISIONS M®LEER <br />LACOSTC0\0411 Everett, WA\BINlGAD\Struc\Costco 11 4-S101.d,,vg <br />