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I. GENERAL
<br /> 6. SHEET METAL SCREWS: SELF-DRILLING, SELF-TAPPING, HDG PER ASTM A153. PAN
<br /> 1 . MATERIALS AND WORKMANSHIP TO CONFORM WITN THE 2015 EDITION OF THE WASHINGTON 5. CONCRETE TYPES: OR HEX WASHER HEAD AS REQUIRED BY FINISH.
<br /> STATE BUILDING CODE, WITH CITY OF EVERETf AMENDMENTS AND THE REQUIREMENTS OF THE A. FOJNDATIONS, MISC. CURBS, HOUSEKEEPING PADS, ETC.: A. PRODUCTS: ITW-BUILDEX TEKS SELECT (ICC-ESR-3223), GRABBER DRIVALL
<br /> CONTRACT DOCUMENTS. a. 28-DAY STRENGTH: F'C = 4000 PSI (ICC-ESR-1271) OR APPROVED EQUIVALENT.
<br /> 2. THESE GENERAL NOTES SUPPLEMENT THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS. IN b. TYPE: NORMAL WEIGHT
<br /> CASE OF CONFLICT BETWEEN THE PLANS AND SPECIFICATIONS, CONTACT THE BOEING B• SLAB ON GRADE: 7. MINIMUM SCREW SPACING AND EDGE DISTANCE TO BE 3/4".
<br /> CONSTRUCTION MANAGER. a. 28-QAY STRENGTN: F C = 4000 PSI
<br /> b. TYPE: NORMAL WEIGHT 8. ATTACH STUD TO TRACK WITH (1) �12 SHEET METAL SCREW AT EACH FLANGE,
<br /> 3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WNERE CONDITIONS C. WALLS AND COLUMNS: UNLESS OTNERWISE NOTED.
<br /> ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, USE a. 28-DAY STRENGTH:F'C = 4000 PSI
<br /> SIMILAR DETAILS OF CONSTRUCTION, SUBJECT TO REVIEW BY THE OWNER'S REPRESENTATIVE. b. TYPE: NORMAL WEIGHT 9. POWDER ACTUATED FASTENERS: HILTI LOW-VELOCITY X-U (ICC-ESR-2269).
<br /> 4. DETAILS ON SHEETS TITLED "TYPICAL DETAILS" APPLY TO SITUATIONS OCCURRING ON THE 6. CONCRETE FILL THICKNESS SHOWN ON THE FRAMING PLANS ARE MINIMAL THICKNESSES. NO BASE MINIMUM MINIMUM EDGE
<br /> PROJECT THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY REFERENCED. SUCH ALLOWANCES HAVE BEEN SHOWN FOR ADDITIONAL CONCRETE FILL REQUIRED TO COMPENSATE MATERIAL EMBEDMENT DISTANCE
<br /> DETAILS ARE NOT NOTED AT EACH LOCATION THAT THEY OCCUR. FOR FRAME, DEGK, OR FORMWORK DEFLECTIONS TO MAINTAIN SURFACE TOLERANCES SPECIFIED. STEEL PER MANUF 1/2"
<br /> 5. DO NOT SCALE THE DRAWINGS. 7. NON-SHRINK GROUT: ASTM C1107, WITH MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI. CONCRETE 1 " 3"
<br /> 6. PROVIDE MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING CONSTRUCTION. SUCH 10. WELDING TO BE IN ACCORDANCE WITH AWS D1 .3. WELDERS TO BE QUALIFIED IN
<br /> MEASURES INCLUDE, BUT MAY NOT BE LIMITED T0, BRACING AND SHORING FOR LOADS DURING ACCORDANCE WITH AWS D1 .1 .
<br /> CONSTRUCTION. RETAIN A REGISTERED CIVIL ENGINEER WHOM IS PROPERLY QUALIFIED TO V. STRUCTURAL STEEL A. WELDING ELECTRODE: E70XX
<br /> DESIGN BRACING, SHORING, ETC. VISITS TO THE SITE BY THE OWNER'S REPRESENTATIVE WILL
<br /> NOT INCLUDE OBSERVATION OF THE ABOVE NOTED ITEMS. 1 . STRUCTURAL STEE� TO CONFORM TO THE FOLLOWING UNLESS OTHERWISE NOTED: 11 . INSTALL BLOCKING AT 4'-0" OC AT ALL STUDS AND JOISTS, UNLESS OTHERWISE
<br /> NOTED.
<br /> 7. INFORMATION SHOWN ON THE DRAWINGS RELATED TO EXISTING CONDITIONS SECTIONS TYPE
<br /> REPRESENTS THE PRESENT KNOWLEDGE, BUT WITHOUT GUARANTEE OF ACCURACY. REPORT ROLLED SHAPES:
<br /> CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. WIDE FLANGES ASTM A992
<br /> DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITNOUT WRITTEN DIRECTION FROM THE CHANNELS, ANGLES, 8c OTHER ASTM A36 VII. MECHANICAL ANCHORS
<br /> OWNER'S REPRESENTATIVE. PLATES:
<br /> COLUMN BASE PLATES ASTM A572, GR 50 1 . EXPANSION OR WEDGE ANCHORS INTO CONCRETE: HILTI KB-TZ
<br /> 8. REFER TO ARCNITECTURAL DRAWINGS FOR SIZE AND �OCATION OF FLOOR, ROOF AND WALL BEAM SHEAR CONNECTION PLATES ASTM A572, GR 50 (ICC-ESR-1917), SIMPSON STRONG-BOLT 2 (ICC-ESR-3037) OR
<br /> OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. COORDINATE THE SIZE AND LOCATION BEAM STIFFENER PLATES ASTM A36 DEWALT/POWERS POWER-STUD+ SD2 (ICC-ESR-2502), UN�ESS
<br /> OF OPENINGS ASSOCIATED WITH, BUT NOT LIMITED T0, ELECTRICAL, MECHANICAL AND PLUMBING OTHER ASTM A572, GR 50 SPECIFICALLY NOTED OTHERWISE.
<br /> TRADES. SUBMIT FINAL SIZING AND LOCATION REQUIREMENTS OF OPENINGS TO THE OWNER'S STEEL PIPE ASTM A53 GRADE B
<br /> � REPRESENTATIVE FOR REVIEW. 2. HEAVY DUTY SLEEVE ANCHORS INTO CONCRETE: HILTI NSL-3 ANCHORS
<br /> COLD FORMED STRUCTURAL TUBING (HSS) STM A50Q GRADE B
<br /> 9. REFERENCE DATUM FOR THE ELEVATIONS IS FINISH FIRST FLOOR. BOLTS ASTM A325X, F1852X (ICC-ESR-1545) OR DEWALT/POWERS POWER-BOLT+ (ICC-ESR-3260)
<br /> � MACHINE BOLTS ASTM A307, GRADE A
<br /> ANCHOR RODS ASTM F1554, GR55 W/ WELDABLE
<br /> SUPPLEMENT S1 3. SCREW ANCHORS: HILTI HUS-EZ (ICC-ESR-3027), SIMPSON
<br /> II. FOUNDATION AND SITE WORK ALL-THREAD ROD AND THRU BOLTS ASTM A36 STRONG-TIE TITEN-HD (ICC-ESR-2713) OR DEWALT/POWERS
<br /> WELDED SHEAR STUD CONNECTORS ASTM A108, GRADE 1015 T0107..0 WEDGE-BOLT+ (ICC-ESR-2526)
<br /> 1 . THE DESIGN OF THE FOUNDATION SYSTEM IS BASED UPON THE PRESUMPTIVE SOIL LOAD WELDED THREADED STUDS ASTM A108, GRADE 1015 TO 1020
<br /> BEARING VALUES PER CHAPTER 18 OF THE IBC. NUTS FOR BOLTS AND MACHINE BOLTS ASTM A563
<br /> HARDENED WASHERS FOR BOLTS ASTM F436 4. ALL EMBEDMENT DEPTHS NOTED ON DRAWINGS ARE EFFECTIVE
<br /> 2. LOCATE AND PROTECT EXISTING UTILITIES TO REMAIN DURING AND/OR AFTER EMBEDMENT PER MANUFACTURER.
<br /> CONSTRUCTION.
<br /> ' 2. STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO VIEW IN TNE COMPLETED BUILDING ARE DESIGNATED 5. INSTALL ANCNORS IN ACCORDANCE WITH LATEST ICC-ESR REPORT AND
<br /> 3. REMOVE ABANDONED FOOTINGS, UTILITIES, ETC. WHICH INTERFERE WITH NEW CONSTRUCTION, ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS). MANUFACTURER INSTftUCTIONS.
<br /> UNLESS OTHERWISE INDICATED.
<br /> 3. ARC-WELDING ELECTRODES/FIL�ER METALS TO BE LOW HYDROGEN TYPES E7XTX E7XTXX OR E70XXX MINIMUM 6. PROVIDE STAINLESS STEEL FASTENERS FOR EXTERIOR USE OR WHEN
<br /> 4. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR EXCAVATION PROCEDURES INCLUDING AS APPLICABLE. ELECTRODES WITH CNARPY V-NOTCH TESTS VALUES OF A MINIMUM 20 FOOT-POUNDS AT 0 EXPOSED TO WEATHER. PROVIDE CARBON STEEL ANCHORS AT OTNER
<br /> LAGGING, SHORING, UNDERPINNING AND PROTECTION OF EXISTING CONSTRUCTION. DEGREES FAHRENHEIT AND 40 FOOT- POUNDS AT 70 DEGREES FAHRENHEIT ARE TO BE USED AT ALL WELDS LOCATIONS, UNLESS OTHERWISE NOTED.
<br /> 5. FOOTINGS TO BE PLACED ON NATIVE SOIL OR COMPACTED FILL. OF THE SEISMIC IATERAL FORCE RESISTING SYSTEM (SLRS), WHERE DESIGNATED "DC" ON THE DRAWINGS AND
<br /> THE FOLLOWING LOCATIONS: 7. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING, ABANDON AND
<br /> SHIFT THE HOLE LOCATION TO AVOID THE REINFORCEMENT. PROVIDE
<br /> ill. REINFORCING STEEL A. COMPLETE JOINT PENETRATION WELDS A MINIMUM OF 2 ANCHOR DIAMETERS OR 1 INCH, WHICHEVER IS
<br /> B, BEAM TO COLUMN MOMENT CONNECTIONS - INCLUDING FLANGE, WEB, LARGER, OF SOUND CONCRETE BETWEEN THE ANCHOR AND THE
<br /> 1 . REINFORCING TO CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: DOUBLER PLATES, BASE PLATES, AND CONTINUITY PLATE FILLET AND PARTIAL ABANDONED HOLE. FILL THE ABANDONED HOLE WITH NON-SHRINK
<br /> JOINT PENETRATION WELDS. GROUT. IF THE ANCHOR MAY NOT BE SHIFTED AS NOTED ABOVE, TNE
<br /> REINFORCING STEEL TYPE C. BRACE CONNECTIONS - INCLUDING BRACE, GUSSET, BASE PLATES, BEAM ENGINEER WILL DETERMINE A NEW LOCATION.
<br /> �5 AND SMALLER ASTM A615, 60 KSI STIFFENER PLATES, AND CONTINUITY PLATE FILLET AND PARTIAL JOINT g. LOCATE REINFORCEMENT AND CONFIRM FINAL ANCHOR LOCATIONS
<br /> #6 AND LARGER AND BARS TO BE WELDED ASTM A706, 60 KSI PENETRATION WELDS. PRIOR TO FABRICATING PLATES, MEMBERS,
<br /> D. COLLECTORS - SNEAR TABS, FLANGE AND WEB WELDS OR OTHER STEEL
<br /> ASSEMBLIES ATTACHED WITH MECHANICAL ANCHORS.
<br /> - 2. TERMINATE REINFORCING STEEL IN STANDARD HOOKS, UNLESS OTHERWISE SHOWN. 4. WHERE FIELD WELDING IS NOTED, THE DESIGNATION IS GIVEN AS A SUGGESTED CONSTRUCTION PROCEDURE
<br /> ONLY. 9. ANCNORS REQUIRE PERIODIC SPECIAL INSPECTION AND ARE TO BE
<br /> _ PROOF-TESTED BY OWNER'S TESTING AND INSPECTION AGENCY.
<br /> IV. CAST-IN-PLACE CONCRETE 10. TEST ANCHORS NO SOONER TNAN 24 HOURS AFTER INSTALLATION.
<br /> 1 . CONCRETE IS REINFORCED AND CAST-IN-PLACE UNLESS OTHERWISE NOTED. WHERE VII. COLD-FORMED METAL FRAMING
<br /> REINFORCING IS NOT SPECIFICALLY SHOWN OR WHERE DETAILS ARE NOT GIVEN, PROVIDE 11 . TEST 50� OF ANCHORS TO THE MANUFACTURER'S RECOMMENDED
<br /> REINFORCING SIMILAR TO THAT SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE 1 . STUDS: ASTM C955 AND ASTM A1003, "C" SHAPED WITH LIPPED FLANGES AND INSTALLATION TORQUE OR RECOMMENDED TORQUE IN ICC-ESR
<br /> OWNER'S REPRESENTATIVE. SUBSTITUTION OF SHOTCRETE FOR CAST-IN-PLACE CONCRETE IS PUNCHED WEB. PROVIDE G60 COATING MINIMUM. REPORT.
<br /> NOT ACCEPTABLE. A. 43 MIL (18 GAGE) AND LIGHTER: GRADE 33 TYPE H
<br /> B. 54 MIL (16 GAGE) AND HEAVIER: GRADE 50 TYPE H
<br /> 2. ROUGHEN CONCRETE SURFACES OF CONSTRUCTION JOINTS TO 1/4 INCH AMPLITUDE AND
<br /> CLEAN OF LAITANCE, FOREIGN MATTER, AND LOOSE PARTICLES WHERE SPECIFIED. 2. TRACK: ASTM C955 AND ASTM A1003, "U" SHAPED WITH UN-PUNCHED WEB.
<br /> PROVIDE G60 COATING MINIMUM.
<br /> 3. REFER TO ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOCATIONS OF ADDITIONAL A. MATCH DEPTH, THICKNESS AND GRADE OF STUDS.
<br /> CONCRETE CURBS AND HOUSEKEEPING PADS NOT SHOWN.
<br /> 3. JOISTS: ASTM A1003. PROVIDE G60 COATING MINIMUM.
<br /> 4. CONCRETE CLEAR COVER TO REINFORCING BARS IS AS FOLLOWS, UNLESS OTHERWISE NOTED: A. 43 MIL (18 GAGE) AND LIGHTER: GRADE 33 TYPE H
<br /> B. 54 MIL (16 GAGE} AND HEAVIER: GRADE 50 TYPE H
<br /> LOCATION CLEAR COVER
<br /> CONCRETE PLACED AGAINST EARTH 3 INCNES 4. FRAMING DESIGNATIONS ON PLANS ARE BASED ON THE STEEL STUD MANUFACTURER'S
<br /> FORMED SURFACES EXPOSED TO WEATHER ASSOCIATION (SSMA) PRODUCT TECNNICAL GUIDE (ICC-ESR-3064P). ALTERNATE
<br /> OR IN CONTACT WITH EARTH: FRAMING MAY BE PROPOSED IF A CURRENT ICC EVALUATION REPORT IS PROVIDED
<br /> �6 BARS AND LARGER 2 INCNES SHOWING EQUIVALENCY WITH SSMA PROPERTIES.
<br /> �5 BARS AND SMALLER 1 1/2 INCHES
<br /> SLABS ON GRADE (TOP CLEARANCE) 1 1/2 INCHES 5. INSTALL STUDS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND ASTM
<br /> BEAMS, GIRDERS AND COLUMNS NOT 1 1/2 INCHES C1007. INSTALL JOISTS IN ACC�RDANCE WITH MANUFACTURER'S INSTRUCTIONS.
<br /> EXPOSED TO WEATHER OR EARTH: De enkolb
<br /> WA�L OR SLAB SURFACES NOT EXPOSED Q
<br /> TO WEATHER OR EARTH: � �
<br /> � � �!O�/O S U B M I TTA L DEGENKOLB ENGINEERS
<br /> 5 8c SMALLER 3 4 INCH
<br /> #6 & #7 1 INCH 600 University Street, Suite 720
<br /> �8, #g, �10 8c �11 1 1/2 I NCH ES I S S U E D F O R P E R M I T 206t262 9240 Phone
<br /> 1 n .n O. � � 206.262.9346 Fax
<br /> #14 & #18 2 1/2 INCHES L G www.degenkolb.com
<br /> Project No.: B7735010.00
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED �arE ACCEPTABILITY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> '�`���'��� �� THIS DESIGN AND/OR CHECKED GENERAL NOTES 21666189 A 12.20.17
<br /> A 767 LONG ROAD PROGRAM 21666189 DEG KPS 12.20.17 ��,�`,-;;��J� � `-�°
<br /> ���, �,;`��� SPECIFICATION IS APPROVED ENGINEER SHEET
<br /> BOE,��� j�' !�� - ��` APPROVED BY DEPT. DATE TITLE
<br /> _..,,� CHECKED S 2
<br /> �. �, 4 �¢i
<br /> =������ �{��� B U I LD I N G 40-033 �oB NO. COMP No.
<br /> .;� �.,.�,L � <�, aPPRovE� 21666189 A4872985
<br /> ���U;�'tr���t s �'"=��� � DWG N0.
<br /> �_��� APPROVED STRUCTURAL MASTER EVERETT, WA 40-033-S2
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