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LANDLORD SIGNATURE <br />HSS <br />2.8750.203 PIPE <br />HSS 2.875x0.203 PIPE <br />:ODES: <br />STRUCTURAL STEEL' <br />ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF <br />1. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION <br />8 <br />I <br />INTERNATIONAL BUILDING CODE (IBC) AND NATIONAL ELECTRIC CODE (NEC), ALONG WITH <br />OF THE AISC MANUAL OF STEEL CONSTRUCTION WHICH INCLUDES THE SPECIFICATION FOR <br />S-1 <br />ALL APPLICABLE FEDERAL, STATE, COUNTY, AND MUNICIPAL BUILDING CODES, ORDINANCES, <br />STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL <br />RULES AND REGULATIONS OF AUTHORITIES HAVING JURISDICTION OVER THE <br />WELDING CODE. IDENTIFY AND MARK STEEL PER THE 2015 IBC SECTION 2203. <br />CONSTRUCTION OF THIS PROJECT, SHALL APPLY THROUGHOUT. <br />THE DESIGN CRITERIA USED FOR THIS PROJECT ARE AS FOLLOWS: 2015 IBC, 2015 <br />2. MATERIAL SPECIFICATIONS: <br />IECC, AND 2011 NEC. <br />a. ANGLES, PLATES, AND MISCL STEEL ASTM A36 <br />b. PIPE SECTIONS: ASTM A53, GRADE B <br />9 <br />I <br />9 <br />• AMERICAN CONCRETE INSTITUTE, ACI 318.11, STANDARD BUILDING CODE REQUIREMENTS <br />FOR STRUCTURAL CONCRETE. <br />3. WELDING SHALL CONFORM TO THE AMERICAN WELDING SOCIETY STANDARD D1.1 LATEST EDITION. <br />S-1 <br />S-1 <br />• AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 14TH EDITION, MANUAL OF STEEL <br />ELECTRODES FOR SHOP AND FIELD WELDS SHALL CONFORM TO AWS A5.1 OR AWS A5.5, CLASS E70XX. <br />I <br />I <br />CONSTRUCTION. <br />SUBMIT SPECIFICATIONS OF PROPOSED SUBSTITUTE FILLER MATERIAL FOR APPROVAL. <br />6-5m, 65/8" 1/4' <br />• AMERICAN WELDING SOCIETY, AWS D1.1 2015 EDITION, STRUCTURAL WELDING CODE. <br />3-9/16" 2-1/L" <br />4. ALL WELDING SHALL BE UNDER CONTINUOUS SPECIAL INSPECTION BY A REGISTERED <br />1-1/16" <br />-112 <br />SPECIAL INSPECTOR PER THE 2016 IBC 1704.2. WELDING INSPECTION MAY BE PERIODIC WHERE <br />I <br />GENERAL NOTES: <br />ALLOWED BY THE 2015 IBC SECTION 1704. <br />L2-1/212-1/2x1/4 WITH <br />117k2-15116'k1/4'k3" <br />12'X2-15/i6"x1/4'X3" U-BOLTS L2-12x2-1/2x114 WITH <br />(i)THESE STRUCTURAL NOTES SUPPLEMENT THE WRITTEN SPECIFICATIONS AND PROJECT <br />ASTM A325 TYP. <br />U-BOLTS <br />1/20 ASTM A325 TYP. <br />DRAWINGS. <br />5. ALL WELDING SHALL BE FILED AND GROUND SMOOTH WHERE METAL COULD COME IN CONTACT <br />1/7'0 <br />I <br />WITH THE PUBLIC. <br />EXISTING HANDRAIL <br />(2) NOTES AND DETAILS ARE TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS UNLESS <br />L6x6x3/8 <br />SPECIFICALLY NOTED OTHERWISE ON THE CONTRACT DOCUMENTS. <br />6. ALL SHOP AND FIELD BOLTED CONNECTIONS SHALL BE IN ACCORDANCE WITH ASTM A325 U.N.O. ALL <br />BOLTED CONNECTIONS SHALL BE TIGHTENED TO °SNUG TIGHT' CONDITION AS DEFINED BY AISC. <br />(3) ANY DISCREPANCY FOUND AMONG THE NOTES, WRITTEN SPECIFICATIONS AND PROJECT <br />L6x6x3/8 <br />I <br />DRAWINGS SHALL BE REPORTED TO THE CONSTRUCTION MANAGER/ENGINEER FOR CORRECTION <br />7. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THRU <br />AND/OR CLARIFICATION. IF CONSTRUCTION MANAGERIENGINEER IS NOT AVAILABLE TO PROVIDE <br />STRUCTURAL STEEL MEMBERS. BOLT HOLES SHALL CONFORM TO AISC SPECIFICATIONS AND SHALL <br />1 <br />COMMENT, THE CONTRACTOR IS TO PROCEED WITH THE MOST STRINGENT REQUIREMENT AT NO <br />BE STANDARD HOLES UNLESS OTHERWISE NOTED. NO CUTTING OF OR BURNING OF STRUCTURAL <br />L2-1r2 2-112x1/4 WITH <br />'0 1/7ASTM A325 TYP. <br />ADDITIONAL COST TO THE OWNER. <br />STEEL WILL BE PERMITTED WITHOUT THE PRIOR CONSENT OF THE STRUCTURAL ENGINEER. <br />a <br />I <br />(4) THE CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING CONSTRUCTION MATERIAL <br />TYPES, DIMENSIONS, ELEVATIONS AND CONDITIONS. HE SHALL VERIFY AND COORDINATE THE <br />8. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IN THE CONTRACT <br />DOCUMENTS IS PROHIBITED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER AS TO <br />DIMENSIONS AMONG ALL DRAWINGS AND IN THE FIELD PRIOR TO PROCEEDING WITH ANY WORK <br />LOCATION, TYPE OF SPLICE AND CONNECTION TO BE MADE. <br />OR FABRICATION, ANY DISCREPANCY SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER. <br />1l2x2-15/16Kixk1. <br />12'S2-15M6'kt/4'k3" U-BOLTS I <br />9. ALL STEEL SURFACES SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM A123 AND ASTM <br />1 <br />U-BOLTS <br />I <br />(5) THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING, TEMPORARY SHORING, WATER AND <br />A153 STANDARDS <br />12-1/D2-1/2x1/4 WITH <br />` I <br />L2-1/d2-V2x114 WITH <br />I <br />OTHER ENVIRONMENTAL CONTROLS REQUIRED DURING CONSTRUCTION TO INSURE THE <br />1l2"0 ASTM A325 TYP. <br />1 <br />_W. <br />100 ASTM A325 TYP. <br />STABILITY AND SAFETY OF ALL CONSTRUCTION UNTIL COMPLETE AND SELF-SUPPORTING. <br />L6x6x3/8 <br />_-- <br />(6) THE CONTRACTOR SHALL LOCATE, ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS OF <br />ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND OTHER WORK WITH APPROPRIATE <br />SPECIAL INSPECTIONS: <br />L6x6x3/8 <br />a <br />PARTIES. <br />INSPECTIONS REQUIRED PER IBC 1705: <br />o <br />•• STEEL CONSTRUCTION PER AISC 360 <br />(FL 1/4X2112) EXISTING <br />I <br />I <br />(7) ALL PERMITS AND INSPECTIONS FOR THIS BUILDING WITH LOCAL BUILDING OFFICIALS SHALL <br />-ALL FIELD WELDING <br />RAIL <br />- <br />BE THE RESPONSIBILITY OF THE CONTRACTOR. <br />-SHOP WELDING PER IBC 1704.2.5 <br />-HIGH STRENGTH BOLTS <br />EXISTING HANDRAIL <br />i <br />i <br />(8) STRUCTURAL OBSERVATIONS MADE BY THE ENGINEER SHALL NOT BE CONSTRUED AS <br />POST (BEYOND) <br />SPECIAL INSPECTIONS. <br />DESIGN CRITERIA <br />(1) INTERNATIONAL BUILDING CODE 2015 GOVERNS DESIGN. <br />(2) RISK CATEGORY IV. <br />(3) WIND 115 MPH (3 SEC GUST) PER IBC 2015, EXPOSURE "B". <br />(4) SEISMIC PER IBC 2015, SITE CLASS "D', SDS=0.933. <br />S-1 <br />Lu <br />W <br />N <br />F <br />W <br />N <br />O <br />W ELEVATION <br />SCALE <br />ELEVATION <br />SCALE <br />8 <br />NOTES <br />SCALE <br />2 <br />N.T.S. <br />I N.T.S. <br />N.T.S. <br />w <br />HSS 2.8754.203 PIPE L2-1/2x2.1/2X1/41'-7LENGTH <br />Q <br />1'g <br />1-112' <br />/16" 9-7/16" 2" 3-1/4" <br />WITH 100 ASTM A325 TYP. <br />0 <br />LZA/2x2-1/2x1/42'-2-3/8" <br />3-12" 118" 6-5/9" 2" 3-1f4" <br />1-1/16" <br />�� I LENH WITH 1/2"0 ASTM <br />u <br />A325GTTYP. <br />1'E <br />L2-1/2x2-1/2x1/49/16" <br />_ <br />LENGTH WITH 1/7ASTM <br />'0 <br />> <br />I <br />A325 TYP. <br />lil <br />N0 <br />L2-1/2J2-1/2x1/4 WITH <br />1l7'0 ASTM A325 TYP. <br />L6x6x3/8�• <br />L2-1/D2-12x1/4 WITH <br />I <br />I I <br />J <br />G <br />1/70 ASTM A325 TYP. <br />II <br />1 <br />1/7'x2-15/16"'1mN3" I I <br />Q <br />N <br />1 1 <br />III <br />U-BOLTS I <br />I <br />III ' <br />11 <br />I L6x6x318 <br />I <br />M <br />III <br />I <br />I <br />L6x6x3/8 <br />I I <br />L6x6x318 I <br />g <br />I <br />n <br />HSS 2.875x0.203 PIPE <br />I <br />I i <br />a <br />I <br />i <br />w <br />I <br />11ZN2-15f16"x114"xW <br />x <br />U. <br />I <br />1 <br />HSS 2.875x0.203 PIPE <br />1 <br />1 <br />EXISTING FLAT BAR U-BOLTS <br />NOTE; <br />O <br />I <br />1/7k2-15/16"x1/4'k3" <br />i <br />- <br />NEW L2-1/2x'L-12X1/4 AT 5'LENGTH <br />w <br />N <br />I <br />U-BOLTS <br />I <br />I <br />L2-112x2-1/2x1/4 AT 5'-3" <br />WITH 1/2"0 ASTM A325 TYP. TO BE L2-1/2x2-12x1/4 AT 5'-3" <br />I <br />1 <br />LENGTH WITH 1/2"0 ASTM <br />MOUNTED IN BETWEEN VERTICAL LENGTH AT 12" O.C. MAX <br />j <br />1 <br />1 <br />A325 TYP <br />ANGLE VERTICAL ANGLE ILL AND AT EACH HANDRAIL <br />Z <br />NOT BE CONTIINU US W TH EXISTING POST WITH 1/2"0 ASTM A325 <br />00 <br />-7/8" <br />1-3/16" <br />REINFORCING ANGLE). ANTENNA TYP. <br />0 <br />STANDOFF CAN BE MOUNTED AT ANY <br />55/16" <br />OF THE QUARTER POINTS BETWEEN <br />t <br />VERTICALS. <br />NOT USED <br />SCALE <br />12 <br />SECTION <br />SCALE <br />9 <br />SECTION <br />SCALE <br />6 <br />NEW ANTENNA MOUNT <br />SCALE <br />3 <br />y REV I/V <br />G� <br />�� pF WA <br />� o <br />Z <br />55484 <br />crIJRAL <br />SS/ONAE�-� <br />01.14.2021 <br />R IS A VIOlAT10N OF LAW FOR ANY PERSON, UNLESS THEY <br />ARE ACTING UNDER THE DIRECTION OFA LICENSED <br />PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. <br />TmmMobiliffm <br />19807 NORTH CREEK PARKWAY NORTH <br />BOTHELL, WA98011 <br />Technology Associates <br />PNW MARKET OFFICE <br />9725 3RD AVENUE NE, STE. 410 <br />SEATTLE, WA 98115 <br />Technology Associates <br />ARCHITECTURE & ENGINEERING <br />2667 CAMINO DEL RIO SOUTH, STE. 205 <br />SAN DIEGO, CA 92108 <br />iQ <br />GIMM021 <br />JX CORRECTIONS <br />MGM <br />0 <br />10M92020 <br />100%ANCHORCD <br />MGM <br />A <br />09/112020 <br />ISSUEDFOR90%CDREVIEW <br />EL <br />REV <br />DATE <br />DESCRIPTION <br />BY <br />SE01845A <br />CASCADE HIGH <br />SCHOOL N. <br />WATERTANK <br />7410 OLYMPIC DRIVE <br />EVERETT, WA 98203 <br />WATERTANK <br />JURISDICTION APPROVAL STAMP <br />DEPARTMENT FOR LAND USE <br />DEPARTMENT FOR BUILDING B CONSTRUCTION <br />SHEET TITLE <br />STRUCTURAL NOTES <br />& DETAILS <br />SHEET NUMBER <br />sm 1 <br />N.T.S. N.T.S. N.T.S. N.T.S, <br />13 <br />11 <br />