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- GENERAL STRUCTURAL NOTES 1645 Village Center Circle Suite 10
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<br /> A. GENERAL D. STRUCTURAL STEEL G. SPECIAL INSPECTION (CONT'D.) G. SPECIAL INSPECTION (CONT'D.) G. SPECIAL INSPECTION (CONT'D.) Nv@wrightengineers.com
<br /> I. THESE DRAWINGS HAVE BEEN PREPARED USING STANDARDS OF PROFESSIONAL CARE I. STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING STANDARD$AND 4. THE SPECIAL INSPECTOR SHALL INSPECT THE WOW ASSIGNED FOR CONFORMANCE WITH &A. STEEL CONSTRUCTION SPECIAL INSPECTIONS 1. CERTIFICATE OF APPROVAL REGARDING MATERIALS AND INSPECTION OF m
<br /> AND COMPLETENESS NORMALLY EXERCISED UNDER 51MILAR CIRCUMSTANCES BY MATERIAL PROPERTIES UND: THE APPROVED CONTRACT ORAWNG6 AND SPECS. THE SPECIAL INSPECTOR SHALL PREFABRICATED ITEMS SHALL BE PROVIDED IN ACCORDANCE WITH IBC SECTION 1104. i
<br /> REPUTABLE STRUCTURAL ENGINEERS IN THIS OR SIMILAR LOCALITIES. THEY ASSUME FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL,THE ENGINEER OF RECORD, INSPECTION OF WELDING
<br /> THAT THE WORK DEPICTED WILL BE PERFORMED BY AN EXPERIENCED CONTRACTOR SHAPE: STANDARD: Fy: AND OTHER DESIGNATED PERSONS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE INSPECTION TASKS PRIOR TO WELDING CONTINUOUS PERIODIC H. SUBMITTALS (1)AND/OR WORKMEN WHO HAVE A WORKING KNOWLEDGE OF THE APPLICABLE CODE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION,THEN,IF UNCORRECTED, N
<br /> STANDARDS AND REQUIREMENTS AND OF INDUSTRY ACCEPTED STANDARD GOOD ROLLED WIDE FLANGE SECTIONS A61M WELDING PROCEDURE SPECIFICATIONS(Wns)AVAILABLE X A992 50 KSI i0 THE ENGINEER AND THE BUILDING OFFICIAL. THE SPECIAL INSPECTOR SHALL SUBMIT - I. SHOP DRAWINGS OR REPORTS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED i0 THE �
<br /> PRACTICE.AS NOT EVERY CONDITION OR ELEMENT IS(OR CAN BE)EXPLICITLY SHOWN OTHER STANDARD STEEL SHAPES ASTM A36 36 KSI A FINAL SIGNED REPORT STATING WHETHER THE WORK REQUIRING SPECIAL INSPECTION MANUFACTURER CERTIFICATION$FOR WELDING _ STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION OR CONSTRUCTION)(A5
<br /> ON THESE DRAWINGS,THE CONTRACTOR SHALL USE INDUSTRY ACCEPTED STANDARD AND ROLLED SECTIONS WAS,TO THE BEST OF THE INSPECTOR'S(KNOWLEDGE,IN CONFORMANCE WITH THE CONSUMBALES AVAILABLE X APPLICABLE)UN.O. �
<br /> GOOD PRACTICE FOR MISCELLANEOUS WORK NOT EXPLICITLY SHOWN. BARS AND PLATES ASTM A36 36 KSI APPROVED PLANS AND SPEC'S AND THE APPLICABLE CODE PROVISIONS. MATERIAL IDENTIFICATION(TYPE/GRADE) X
<br /> 2, THESE DRAWINGS REPRESENT THE FINISHED STRICTURE. THEY DO NOT INDICATE THE ASTM A512,GRADE 50(WHERE NOTED) 50 KSI 5. INSPECTORS SHALL INSPECT FROM AN APPROVED SET OF CONTRACT DRAWINGS.SHOP
<br /> WELDER IDENTIFICATION SYSTEM• _ X STRUCTURAL STEEL c
<br /> METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPON515LE FOR PIPES ASTM 453,GRADE B 35 1<51 DRAWINGS SHALL NOT BE USED IN LIEU OF THE APPROVED CONTRACT DRAWINGS FOR FIT-UP OF GROOVE WELDS(INCLUDING JOINT GEOMETRY) 2. CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTING.
<br /> CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,LAGGING, H55(RECT.) ASTM A500,GRADE C OR ASTM A1085 50 K51 INSPECTION PURPOSES. JOINT PREPARATION CONTRACTOR'S REVIEW SHALL CHECK FOR COMPLETENESS/COMPLIANCE WITH
<br /> SHORING,BRACING,FORM-WORK.ETC.AS REQUIRED FOR THE PROTECTION OF LIFE AND HS5(ROUND) ASTM A500,GRADE C OR ASTM A1085 46 KV DIMENSIONS(ALIGNMENT,ROOT OPENING,ROOT FACE, CONTRACT DOCUMENTS.
<br /> PROPERTY DURING CONSTRICTION. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY 6. TYPES OF WORK TO BE INSPECTED BY THE SPECIAL INSPECTOR ARE AS FOLLOWS: BEVEL) - X
<br /> SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE FOOT AS NOTED HEREIN 15 2. ALL STRUCTURAL AND MISC.STEEL SHALL BE FABRICATED AND ERECTED IN CLEANLINESS(CONDITION OF STEEL SURFACES) 3. SHOP DRAWINGS ARE REVIEWED BY ENGINEER ONLY FOR GENERAL COMPLIANCE WITH
<br /> NOT EXCEEDED. ACCORDANCE WITH AISC 303 AND SHALL BE COMPLETED BY AN"APPROVED STEEL 6-1.EPDXY ANCHORS IN CONCRETE-INSPECTION OF EPDXY ANCHORS IN CONCRETE TACKING(TACK WELD QUALITY AND LOCATION) THE STRUCTURAL DRAWINGS. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE
<br /> FABRICATOR" SHOP DRAWINGS AND ERECTION DRAWINGS SHALL INCLUDE ALL ITEMS SHALL BE PERIODIC,UN.O. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED BACKING TYPE AND FIT(IF APPLICABLE) CONTRACTOR SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE CONTRACT
<br /> 3. DESIGN OF ITEMS NOT PART OF THE PRIMARY STRUCTURAL SYSTEM(SUCH AS STAIRS, AS REQUIRED BY AISC 360,SECTION MI. PERSONNEL TRAINED(BY MANUFACTURER)TO INSTALL ADHESIVE ANCHORS AND THEY CONFIGURATION AND FINISH OF ACCESS HOLES _ X DRAWINGS OR SPECIFICATIONS. CHANGES,SUBSTITUTIONS,OR DEVIATIONS FROM
<br /> RAILINGS,NON-STRUCTURAL WALLS)AND PREFABRICATED STRUCTURAL ITEMS(SUCH AS SHALL FOLLOW THE MANUFACTURERSPRINTED INSTALLATION INSTRUCTIONS IMPIU. AT CONTRACT DRAWINGS AND/OR SPECIFICATIONS WILL NOT BE ACCEPTED VIA SHOP
<br /> FLOOR ROOF TRU56E5)SHALL BE PROVIDED BY OTHERS UNLESS SPECIFICALLY NOTED E. STRUCTURAL STEEL WELDING THE TIME OF INSTALLATION,THE CONCRETE SHALL HAVE ACHIEVED A MINIMUM AGE OF FIT-UP OF FILLET WELDS DRAWING REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR
<br /> ON THESE DRAWINGS. REFER TO SUBMITTALS SECTION FOR ITEMS THAT MUST BE 28 DAYS,BE DRY,AND BE BETWEEN 50 DEGREES F AND 104 DEGREES F. THE HOLES DIMENSIONS(ALIGNMENT,GAPS AT ROOT) _ X ENGINEER'S REVIEW.
<br /> SUBMITTED FOR REVIEW AND FOR SUBMITTAL REQUIREMENTS. I. ALL WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AISC 360,SECTION A AND SHALL BE DRILLED WITH A HAMMER DRILL TO THE DIMENSIONS LISTED IN THE MPII AND CLEANLINESS(CONDITION OF STEEL SURFACES)
<br /> FOLLOW THE PREQUALIFIED JOINT DETAILS INCLUDED THEREIN. WELDING OF JOINTS SHALL BE CLEANED USING THE BLOW-BRUSH-BLOW TECHNIQUE REQUIRED IN THE MPII. TACKING(TACK WELD QUALITY AND LOCATION) 4. PREFABRICATED COMPONENTS,SPECIALTY ITEMS,OR DESIGN-BUILD ELEMENTS NOTED S �/
<br /> 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS AND ELEVATIONS WITH THAT INCLUDE REINFORCING STEEL SHALL CO"FORM TO AWS DIA. WHERE ANCHORS ARE INSTALLED INTO LIGHTWEIGHT CONCRETE,IT IS ASSUMED THAT CHECKING WELD EQUIPMENT - X ON THE STRUCTURAL DRAWINGS,BUT WHICH REQUIRE THE MFR OR SUPPLIER TO
<br /> ARCN'L.DRAWINGS AND RESOLVE ANY DISCREPANCIES WITH THE ARCHITECT PRIOR TO THE CONCRETE IS CLASSIFIED AS ALL-LIGHTWEIGHT CONCRETE AS DEFINED IN ACI 318. =THE FABRICATOR OR ERECTOR AS APPLICABLE,SHALL MAINTAIN A SYSTEM BY PROVIDE THE DESIGN,WALL BE SUBMITTED BY THE CONTRACTOR TO THE ARCHITECT o
<br /> START OF CONSTRUCTION. CONTRACTOR SHALL ESTABLISH AND VERIFY ALL OPENINGS 2. WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES AND ANY ADHESIVE ANCHORS INSTALLED HORIZONTALLY(EXCEPT FOR ANCHORS IN A WHICH A WELDER WHO WAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, AND/OR ENGINEER FOR REVIEW AS A DEFERRED SUBMITTAL.DEFERRED SUBMITTALS P J o
<br /> AND INSERTS FOR ARCA'L.,MECH„PLUMBING AND ELECTRICAL WITH APPROPRIATE HAVING CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE DRAWINGS. SLAB-ON-GRADE)OR UPWARDLY INCLINED SHALL BE INSTALLED BY PER504NEL WITH IF USED,SHALL BE THE LOW-STRESS TYPE. REQ'D.BY THE STRUCTURAL ENGINEER OF RECORD SHALL INCLUDE,BUT NOT BE
<br /> TRADES,DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. CONTRACTOR MAY SHOP WELD OR FIELD WELD AT HIS DISCRETION. ALL THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM,OR EQUIVALENT INSPECTION TASKS DUtWG WELDING CONTINUOUS PERIODIC LIMITED TO,THE FOLLOWING: �'(b1S
<br /> COMPLETE-JOINT-PENETRATION(CUP)WELDS SHALL BE TESTED AND CERTIFIED BY AN AND SHALL BE INSTALLED WITH CONTINUOUS SPECIAL INSPECTION. 9F
<br /> 5. TYPICAL DETAILS AND NOTES SHALL APPLY,THOUGH NOT NECESSARILY INDICATED AT INDEPENDENT TESTING LABORATORY. USE OF QUALIFIED WELDERS - X SIGNAGE
<br /> A SPECIFIC LOCATION ON PLANS.WHERE NO DETAILS ARE SHOWN,CONSTRUCTION 62.SCREW ANCHORS AND EXPANSION ANCHORS IN CONCRETE OR MASONRY-SCREW CONTROL AND HANDLING OF WELDING CON611MABLES STAIRS,HANDRAILS,GUARDRAILS,AND THEIR COMPONENTS
<br /> SHALL CONFORM TO SIMILAR WORK ON THE PROJECT.DETAILS MAY SHOW ONLY ONE 3. ALL WELDING SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AWS DI.1,TABLE ANCHORS AND EXPANSION ANCHORS SHALL BE INSTALLED WITH PERIODIC SPECIAL AGING _
<br /> SIDE OF CONNECTION OR MAY OMIT INFORMATION FOR CLARITY. 3.1,WITH A MIN.TENSILE STRENGTH OF 10 KSI UND.WELDS BETWEEN REINFORCING BARS INSPECTION. INSTALLATIONS SHALL BE PERFORMED BY QUALIFIED PERSONNEL EXP06UIRE CONTROL X 5. DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED AND
<br /> SHALL USE PREQUALIFIED MATCHING FILLER METALS PER AILS CIA,TABLE 5.1,WITH A TRAINED(BY MANUFACTURER)TO INSTALL SCREW/EXPANSION ANCHORS AND THEY STAMPED BY AN APPROPRIATELY LICENSED ENGINEER(SPECIALTY ENGINEER)
<br /> 6. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL MIN.TENSILE STRENGTH OF 90 KSI UND.(MIN TENSILE STRENGTHS FOR FILLER METALS SHALL FOLLOW THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS(MPID, NO WELDING OVER CRACKED TACK WELDS - X SHOWING LOCATION AND MAGNITUDE OF LOADS,CONFIGURATION AND SIZE OF MEMBERS,
<br /> STRUCTURAL NOTES AND TYPICAL DETAILS. USED IN WELDS BETWEEN REINFORCING BARB AND STRUCTURAL STEEL MAY BE 10 KSI). ENVIRONMENTAL CONDITIONS AND COMPATIBILITY OF SUBMITTAL ITEM WITH THE PRIMARY STRUCTURAL SYSTEM.
<br /> 63.STEEL CONSTRUCTION AND WELDING PER IBC SECTION 11052. WIND SPEEDS WITHIN LIMITS - X
<br /> 1. STANDARDS AND CODE REFERENCES NOTED IN THESE CONSTRUCTION DOCUMENTS 4. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH A WELDING PROCEDURE PRECIPITATION AND TEMPERATURE 6. THE PURPOSE OF THE STRUCTURAL ENGINEER'S REVIEW OF DEFERRED SUBMITTALS Z
<br /> REFER TO THE EDITIONS ADOPTED BY THE BUILDING CODE SPECIFIED IN THE BASIS SPECIFICATION(WP5)AS REQUIRED IN AWES DI.I.THE WPS VARIABLES SHALL BE WITHIN STEEL CONSTRUCTION SPECIAL INSPECTIONS UPS POLLOLLED SHALL BE LIMITED TO DETERMINING THAT THE DRAWINGS AND CALCULATIONS HAVE w
<br /> FOR DESIGN. REFERENCES NOT SPECIFICALLY ADOPTED BY MID BUILDING CODE THE PARAMETERS ESTABLISHED BY THE FILLER METAL MANUFACTURER THE WP5 INSPECTION OF HIGH-STRENGTH BOLTING gETTINGS ON IIE:LD EQUIPMENT BEEN PROPERLY SEALED,THAT iNE LOAD CRITERIA IS IN GENERAL CONFORMANCE
<br /> REFER TO THE LATEST EDITION SHALL BE SUBMITTED TO THE OWNER'S TESTING AGENCY FOR REVIEW PRIOR TO TRAVEL SPEED WITH THE CONTRACT DOCUMENTS AND WITH THE REFERENCED BUILDING CODE,THAT Z
<br /> FABRICATION AND ERECTION. COPIES OF THE UPS SHALL BE ON SITE AND AVAILABLE INSPECTION TASKS PRIOR TO BOLTING CONTINIMS PERIODIC SELECTED WELDING MATERIALS CONNECTIONS TO THE PRIMARY STRUCTURE ARE COMPATIBLE WITH THE PRIMARY
<br /> S. ALL INSPECTIONS REQUIRED BY THE BUILDING CODES,JURISDICTION,OR THERE PLANS TO ALL WELDERS AND THE SPECIAL INSPECTOR MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR X _ SHIELDING GAS TYPE/FLOW RATE DESIGN,AND THAT THE PRIMARY STRUCTURE IS CAPABLE OF SUPPORTING THE IMPOSED I-IJ
<br /> SHALL BE PROVIDED BY AN INDEPENDENT INSPECTION COMPANY OR THE BUILDING FASTENER MATERIALS PREHEAT APPLIED - X LOADS. >
<br /> DEPARTMENT. SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE AN INSPECTION. 5. WELD LENGTHS CALLED OUT ON PLANS OR DETAILS ARE MINIMUM NET EFFECTIVE FASTENERS MARKED IN ACCORDANCE WITH ASTM _ INTERPA55 TEMPERATURE MAINTAINED(MINd9AX)
<br /> REQUIREMENTS O
<br /> LENGTHS UND. X PROPER POSITION(F,V,K OH) 1. THE STRUCTURAL ENGINEER WILL RELY UPON THE SPECIALTY ENGINEER'S SEAL AS
<br /> B. BASIS FOR DESIGN INTERMIX OF FILLER METALS AVOIDED UNLE55 CERTIFICATION THAT THE ITEMS DESIGNED BY THE SPECIALTY ENGINEER COMPLY WITH n/
<br /> 6. ALL AISC.FILLET WELDS NOT NOTED,INCLUDING TH05E FOR STIFFENERS,MISC.PLATES, PROPER FASTENERS SELECTED FOR THE JOINT DETAIL APPROVED THE CRITERIA SET FORTH IN THE CONTRACT DOCUMENTS AND APPLICABLE CODES AND LL
<br /> I. BUILDING CODE: INTERNATIONAL BUILDING CODE 2018 ETC„SHALL BE PER AISC 360,TABLE J2.4. (GRADE,TYPE,BOLT LENGTH IF THREADS ARE TO BE - X STANDARDS. THE STRUCTURAL ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ^
<br /> EXCLUDED FROM SHEAR PLANE) WELDING TECHNIQUES LL
<br /> 2. FLOOR LOADS: DEAD LOAD: LIVE LOADS(REDUCIBLE): 1. WELDS SHALL BE SEQUENCED TO MINIMIZE RESIDUAL STRESS DUE TO WELD SHRINKAGE. PROPER BOLTING PROCEDURE SELECTED FOR JOINT INTERPA56 AND FINAL GLEANING _ ADEQUACY OF DESIGNS PROVIDED BY OTHERS.
<br /> X EACH PASS WITHIN PROFILE LIMITATIONS X
<br /> 30 -L(INCLUDING INTERIOR 50 PS TYPICAL FLOOR DETAIL EACH FA06 MEETS QUALITY REQUIREMENTS 8. FOR ALL SAND RETURNED.
<br /> CORRECTIONS NOTED WILL BE MARKED WILL
<br /> ONE(I)COPY
<br /> NON-LOAD BEARING WALLS) Mao P$F sia1R COMMON AREAS, F. STRUCTURAL STEEL BOLTS, ANCHORS, HEADED STUDS CONNECTING ELEMENTS,INCLUDING THE APPROPRIATE SET ONLY AND RETURNED. ADDITIONAL COPIES OF ANY SUBMITTAL WILL BE RETURNED
<br /> CORRIDORS,EXITS FAYING SURFACE CONDITION AND HOLE PREPARATION,IF - X SINGLE-PASS FILLET WELDS GREATER THAN 5/16" X - MARKED.CONTRACTOR SHALL BE RESPONSIBLE FOR REPRODUCING ENGINEER'S r M
<br /> I. STRUCTURAL STEEL BOLTS,ANCHORS,ETC„SHALL CONFORM TO THE FOLLOWING SPECIFIED,MEET APPLICABLE REQUIREMENTS MULTI-PASS FILLET WELDS X - CORRECTIONS ON ADDITIONAL COPIES REQ'O.ONE COPY SET MAY BE RETAINED FOR Z O
<br /> 3, WIND LOADS: 9B MPH BASIC WIND SPEED(Vaad=11 MPH) STANDARDS AND MATERIAL PROPERTIES UND: PRE-INSTALLATION VERIFICATION TESTING BY COMPLETE AND PARTIAL PENETRATION WELDS X _ THE ENGINEER'S RECORDS. ALLOW FIVE(5)TO TEN(10)WORKING DAYS FOR THE N
<br /> EXPOSURE C COMPONENT AND CLADDING INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED - X ENGINEER'S REVIEW. Q Ur^)
<br /> vJ 00
<br /> INTERNAL PRESSURE WIND PRESSURE PER ASCEI-Ib COMPONENT: STANDARD: FY FOR FASTENER ASSEMBLIES AND METHODS USED PLUG AND SLOT WELDS X - Z 7
<br /> COEFFICIENT(GCp0=0.16 SINGLE-PA55 FILLET WELDS EQUAL TO OR LESS THAN 5/16" _ X S. REFER TO APPLICABLE GSN.SECTIONS FOR FURTHER REQUIREMENTS SPECIFIC TO
<br /> OR G 'H-^-'
<br /> BOLTS F3125,GRADE RE X--- PROPER STORAGE PROVIDED FOR BOLTS,NUTS,WASHERS - . W U v J
<br /> 4. SEISMIC LOADS: SITE CLASS D SYSTEM:CANTILEVER INTERIOR OR GRADE A490 WHERE NOTED --- AND OTHER FASTENER COMPONENTS FLOOR AND ROOF DECK WELDS - X INDIVIDUAL SUBMITTALS L
<br /> SEISMIC DESIGN CATEGORY D NONSTRUCTURAL WALLS NUTS ASTM A563 --- INSPECTION TASKS DURING BOLTING CONTNUOUS PERIODIC INSPECTION TASKS AFTER WELDING CONTNl1OLIS PERIODIC r L
<br /> 55=1311 ap=2B WASHERS ASTM F436 --- FASTENERS ASSEMBLIES,OF SUITABLE CONDITION,PLACED WELDS CLEANED _ X
<br /> $I=0.481 RP=2S ANCHOR RODS ASTM F1554,GRADE 36 36 KSI IN ALL HOLES AND WASHERS(IF REQUIRED)ARE - X r^ S
<br /> Sr';=ID91 Ip=1.0 OR GRADE 55 WHERE NOTED 55 K51 POSITIONED AS REQUIRED SIZE,LENGTH AND LOCATION OF WELDS X - v J CO
<br /> 5DI=0621 Fp=0.439 W ip OR GRADE 105 WHERE NOTED 105 KSI JOINT BROUGHT TO THE SNUG-TIGHT CONDITION PRIOR TO WELDS MUST MEET VISUAL ACCEPTANCE CRITERIA ''^^
<br /> (GRADE 55 RODS SHALL - X V J r
<br /> SNOW LOADS: N/A SUPPLEMENT 61)COMPLY WITH WELDABILITY THE PRETENSIGNING OPERATION CRACK PROHIBITION
<br /> 5. L
<br /> WELD/BASE-METAL FUSION o r
<br /> FASTENER COMPONENT NOT TURNED BY THE WRENCH _ N
<br /> b. RISK RISK CATEGORY It WASH X CRATER CROSS SECTION r >
<br /> WASHERS(Ai ANCHOR RODS) ASTM A36 36 KSI PREVENTED FROM ROTATING WELD PROFILES X -
<br /> CATEGORY: SEISMIC IMPORTANCE FACTOR=IDOR ASTM F844(USS STANDARD) --- FASTENERS ARE PRETENVONED IN ACCORDANCE WITH THE WELD SIZE w W
<br /> (F844 WASHERS PERMITTED ONLY RCSC SPECIFICATION,PROGRESSING SYSTEMATICALLY - X UNDERCUT n/
<br /> 1. RAIN INTENSITY: I I/1"/HR (BASED ON 100-YR RAIN CYCLE) FOR 3/4"DIA.RODS AT I PIS"MAX. FROM THE MOST RIGID POINT TOWARD THE FREE EDGES POROSITY LL
<br /> DIA.PUNCHED HOLES IN BASE PLATE INSPECTION TASKS AFTER BOLTING CONTMUOUS PERIODIC ARC$TR1KE$ X _ a
<br /> C. COLD-FORMED STEEL WHERE NO WELD REQ'D BETWEEN DOCUMENT AGGEPIANCE OR REJECTION OF BOLTED
<br /> WASHER AND BASE PLATE) X _ k-AREA== X _
<br /> I. ALL COLD-FORMED STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE CONNECTIONS PLACEMENT OF REINFORCING OR CONTOURING FILLET
<br /> WITH MFR'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE LATEST EDITION OF 2. ALL BOLTS SHALL BE INSTALLED AS SNUG-TIGHTENED JOINTS WITH THREADS X -
<br /> "NORTH AMERICAN SPECIFICATIONS FOR THE DESIGN OF GOLD-FORMED STEEL EXCLUDED FROM SHEAR PLANE(TYPE"X"CONNECTION)UNA. HIGH-STRENGTH BOLT WELDS(F REQUIRED) ry1
<br /> STRUCTURAL MEMBERS"BY AISI. ASSEMBLIES SHALL BE IN ACCORDANCE WITH THE RCSC"SPECIFICATION FOR BACKING REMOVED AND WELD TABS REMOVED(IF X - W
<br /> STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS"AND SHALL BE SNUG TIGHTENED REQUIRED)
<br /> 2. 6TRUCTURAL DRAWINGS TYPICALLY SHOW ONLY THE PRIMARY STRUCTURAL FRAMING USING ANY A15C APPROVED METHOD UN.O. ALL BOLTS IN SLOTTED OR OVERSIZED REPAIR ACTIVITIES X _ O
<br /> ELEMENTS OF THE SYSTEM. CONTRACTOR SHALL PROVIDE ALL ACCESSORIES HOLES AND ALL HIGH-STRENGTH BOLTS SHALL BE INSTALLED WITH HARDENED DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT _ r,
<br /> X
<br /> INCLUDING TRACK$,WEB STIFFENERS,BLOCKING,LINTELS,CLIP ANGLES, WASHERS. I OR MEMBER U
<br /> REINFORCEMENTS,FASTENING DEVICES,BRACING,AND OTHER ACCE550RIES AS *.WHEN WELDING OF DOUBLER PLATES,CONTINUITY PLATES OR STIFFENERS HAS
<br /> CO
<br /> RECOMMENDED BY THE I-FR TO PROVIDE A COMPLETE FRAMING SYSTEM. 3, ALL CONNECTIONS INVOLVING WOOD MEMBERS,INCLUDING THOSE WITH THREADED ROD, BEEN PERFORMED IN THE k-AREA, TES,CO INSPECT THE WEB k-AREA FOR CRACKS
<br /> THREADED STUDS,FOUNDATION ANCHOR BOLTS,iHRI-BOLTS,ETC„SHALL USE ASTM STANDARD ABBREVIATIONS WITHIN 3 IN.OF THE WELD.
<br /> 3. STEEL FOR 54,6,91 AND 118 MILS THICK(16,14,12 AND 10 GAGE)STUDS AND JOISTS A301 MATERIAL UND. ALL BOLTS,ANCHOR BOLTS,EXPANSION BOLTS,ETC,SHALL BE
<br /> SHALL HAVE A MIN YIELD STRENGTH OF 50 KSI, STEEL FOR ALL THINNER STUDS MID INSTALLED WITH STEEL WASHERS AT FACE OF WOOD.
<br /> JOISTS,ALL THICKNESSES OF TRACK ALL DIAGONAL TENSION STRAPS AND BRACES, AB ANCHOR BOLT JT, JOINT
<br /> AND BRIDGING SHALL HAVE A MIN YIELD STRENGTH OF 33 KSI. STEEL SHALL BE 4. WHERE A SPECIFIC EXPANSION ANCHOR$CREW ANCHOR OR EPDXY PRODUCT 15 AC[ AMERICAN CONCRETE INSTITUTE K KIP(ID00 LBS)
<br /> GALVANIZED OR THOROUGHLY COATED WITH RUST INHIBITIVE PAINT AT ALL LOCATIONS. SPECIFIED ON PLANS OR DETAILS,ONLY THE SPECIFIED PRODUCT SHALL BE USED AND ACS. ALL COMMON SURFACES KO. KNOCKOUT
<br /> NO SUBSTITUTIONS ARE ALLOWED.WHERE AN EXPANSION ANCHOR SCREW ANCHOR OR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION KP KING POST _
<br /> 4. FASTENING OF COMPONENTS SHALL BE WITH$ELF-TAPPING SCREWS OR WELDS.ALL EPDXY PRODUCT 18 SPECIFIED ON PLANS OR DETAILS BUT A SPECIFIC PRODUCT IS AI6I AMERICAN IRON AND STEEL INSTITUTE KS KING STUD(5)
<br /> WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH ZINC-RICH PAINT.ALL NOT STATED,ANY OF THE RESPECTIVE PRODUCTS LISTED BELOW ARE ACCEPTABLE. ALT. ALTERNATE KSI KIPS PER SQUARE INCH „-
<br /> WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH RUST INHIBITIVE PAINT. THE USE OF PRODUCTS NOT INCLUDED BELOW 15 NOT ALLOWED.ALL PRODUCTS SHALL AN51 AMERICAN NATIONAL STANDARDS INSTITUTE LL14 LONG LEG HORIZONTAL
<br /> BE INSTALLED WITH SPECIAL INSPECTION. AR ANCHOR ROD LLV LONG LEG VERTICAL
<br /> 5. SCREWS SHALL BE SELF-TAPPING PAN HEAD,HEX HEAD,OR WAFER HEAD SHEET METAL ARCH'L. ARCHITECTURAL LSL LAMINATED STRAND LUMBER
<br /> SGREWIS.SCREWS WHICH ARE REMOVED SHALL BE REPLACED BY A SCREW OF A 4.1. EXPANSION ANCHORS IN CONCRETE SHALL BE HILTI KWIK BOLT TZ(ICC ESR-ISM,, ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS LVL LAMINATED VENEER LUMBER
<br /> LARGER DIA.WHERE THE REPLACEMENT 15 MADE INTO AN EXISTING HOLE. REPLACE SIMPSON STRONG-BOLT 2(MCC ESR-30311,OR DEWALT POWER-STUD+5D2(ICC ATS ANCHOR TIE-DOWN SYSTEM MFR. MANUFACTURER
<br /> ALL SCREWS WHICH STRIP OUT MATERIAL. SCREWS SHALL BE SPACED NO CLOSER E5R-2502)UNA.EXPANSION ANCHORS IN MASONRY SHALL BE SIMPSON STRONG-BOLT AWS AMERICAN WELDING 50CIETY MAX MAXIMUM SHEET INDEX o
<br /> THAN 5/8"oa AND WITH A MIN.FREE EDGE DISTANCE OF 1/2", CLIP ANGLES OR FLAT 2(IAPMO ER-0240),HILTI KWIK BOLT 3(ICC EER-1385)OR DEWALT POWER-STUD+5DI BF. BOUNDARY FASTENER$ MECH. MECHANICAL _
<br /> GIPS USED FOR ATTACHMENTS SHALL BE 20 GAGE MIN„UND. SIZE CLIP ANGLES AND (ICC E51R-2966). EXPANSION ANCHORS SHALL BE INSTALLED WITH SPECIAL BFF. BELOW FIN15H FLOOR MR MINIMUM • INDICATES PREVIOUSLY/CURRENTLY ISSUED SHEETS
<br /> FLAT CLIPS TO MAINTAIN MIN.SCREW SPACING AND EDGE DISTANCES NOTED ABOVE. INSPECTION. BOT. BOTTOM MISC. MISCELLANEOUS
<br /> ALL SCREWS r8 AND LARGER SHALL HAVE A MIN HEAD SIZE OF 5/I611. ERG, BEARING NSA NOT TO SCALE PLANCHECK SUBMITTAL
<br /> 42.SCREW ANCHORS SHALL BE DEWALT SCREW-BOLT+PER MCC ESR-4042 FOR MASONRY CANT. CANTILEVERED 0. ON CENTER
<br /> 6. ALL WIELDING SHALL BE PERFORMED BY WELDERS EXPERIENCED IN COLD-FORMED AND ICC ESR-3889 FOR CONCRETE,SIMPSON TITEN HD PER ICC ESR-1056 FOR CU. CONTROL JOINT O.D. OUTSIDE DIAMETER SHEET TITLE
<br /> STEEL FRAMING WORK ALL WELDING SHALL USE E60 SERIES ELECTRODES(MIN.ROD MASONRY AND ICC ESR-2113 FOR CONCRETE,HILTI KWIK HU5-EZ PER ICC ESR-3056 CJ.P. COMPLETE JOINT PENETRATION OFF. OPPOSITE
<br /> DIA.=1/8")AND SHALL CONFORM WITH THE LATEST AMERICAN WELDING SOCIETY FOR MASONRY AND ICC ESR-3021 FOR CONCRETE. SCREW ANCHORS$HALL BE (.1 CENTER LINE P POST SOA GENERAL STRUCTURAL NOTES
<br /> STANDARDS. INSTALLED WITH SPECIAL INSPECTION. CLR CLEAR DIMENSION TO FACE OF REBAR PL. PLATE • 50.2 TYPICAL DETAILS o
<br /> COL, COLUhN PLF POUNDS PER LINEAR FOOT 51.1 FOUNDATION PLAN
<br /> 1. ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM 43.EPDXY ANCHORS IN CONCRETE(ALL-THREAD,REEAR ETC.)SHALL USE HILTI HIT-RE CONT. CONTINUOUS PLYWD. PLYWOOD 52.1 w TRACK UND,PROVIDE DOUBLE STUDS AT ALL JAMBS,CORNERS,INTERSECTIONS,AND 500 V3(ICC ESR-3814),SIMPSON SET-3G(ICC ESR-4051),OR DEWALT PUREI I0+(ICC CRSI CONCRETE REINFORCING STEEL INSTITUTE PSI; POUNDS PER SQUARE FOOT 53.1 FRAMING PLAN
<br /> FRAMING
<br /> DETAILS
<br /> BEAM BEARING. ESR-329B)UN.O. ALL EPDXY ANCHORS IN MASONRY(ALL-THREAD,REEAR ETC) DIA. DIAMETER PSI POUNDS PER SQUARE INCH <
<br /> SHALL USE SIMPSON 6ET-XP IIANMO ER-0265),HILTI NIT-HY 210(ICC ESR-4143)OR DIAG. DIAGONAL PSL PARALLEL STRAND LUMBER
<br /> 8, WALL STUD BRIDGING AS RECOMMENDED BY THE STUD MFR.SHALL BE INSTALLED TO DEWALT ACI00+GOLD(ICC ESR-3200)UN.O.EPDXY ANCHORS SHALL BE INSTALLED DWQx DRAWING RCSC RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS
<br /> PREVENT BOTH WEAK AXIS BENDING AND STUD ROTATION AT 4'-0"MAX.INTERVALS. WITH SPECIAL INSPECTION EF. EACH FACE REQ'D. REQUIRED DATE: API 30,2021
<br /> WALLS 8'-0"AND SHORTER SHALL HAVE A SINGLE ROW OF BRIDGING AT MID-HEIGHT. ELECT. ELECTRICAL .SUM. SIMILAR
<br /> ADDITIONALLY,BRIDGING SHALL BE PROVIDED AT ROOF LINES AND WHERE NOTED ON G. SPECIAL INSPECTION ELEV. ELEVATION $LR5 SEISMIC LOAD RESISTING SYSTEM DESIGN BY: EBA
<br /> THE DRAWINGS. SOLID BLOCKING SHALL BE INSTALLED IN LIEU OF BRIDGING WHERE EDR ENGINEER OF RECORD SPEC. SPECIFICATION PROJECT MGR: EBA
<br /> NOTED ON THE DRAWINGS. I. IN ADDITION TO STANDARD INSPECTIONS BY THE BUILDING OFFICIAL REQUIRED PER EQ EQUAL STD. STANDARD
<br /> IBC SECTION 110,THE MER SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS WHO EP END POST STK STACKED PROJECT NO: 210743
<br /> S. STUDS,JAMBS AND TRIMMERS SIZES WHERE NOT SPECIFICALLY NOTED ON DRAWINGS SHALL PROVIDE INSPECTIONS DURING CONSTRUCTION FOR THE TYPES OF WORK LISTED ES END 5TUD(5) SW SHEAR WALL
<br /> SHALL BE 350616 2-33 MIN TRACK SIZE WHERE NOT SPECIFICALLY NOTED SHALL BE IN THIS SECTION ESR EVALUATION SERVICE REPORT T 6 B TOP AND BOTTOM
<br /> 350TI25-33 MIN El. EACH WAY T h G TONGUE AND GROOVE GENERAL
<br /> 2. THE SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE FF. FINISH FLOOR THRU THROUGH
<br /> 10. JOISTS,STUDS,TRACK ETC.SHALL HAVE STEEL THICKNESS AND EFFECTIVE SECTION COMPETENCE,TO THE SATISFACTION OF THE BUILDING OFFICIAL,FOR INSPECTION OF THE FUR FLOOR TD. TOP OF STRUCTURAL
<br /> PROPERTIES AS LISTED IN THE STEEL STUD MFR'S ASSOCIATION PRODUCT TECHNICAL PARTICULAR TYPE OF CONSTRICTION OR OPERATION REQUIRING SPECIAL INSPECTION FRTW FIRE RETARDANT TREATED WOOD TOD. TOP OF DECK
<br /> GUIDE,ICC ESR-3064P,OR EQUIVALENT. _ FT. FOOT T.OF. TOP OF FOOTING NOTES
<br /> 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE SPECIAL INSPECTOR FTG. FOOTING T.O.L. TOP OF LEDGER
<br /> AT LEAST 24 HOURS NOTICE PRIOR TO PERFORMING ANY WORE REQUIRING SPECIAL GA. GAUGE T.OS. TOP OF STEEL
<br /> INSPECTION, GLB GLULAM BEAM T.= TOP OF WALL
<br /> GSN. GENERAL STRUCTURAL NOTES TP TRIMMER POST
<br /> G?. GIRDER TRUSS TS TRIMMER STUD(S)
<br /> WORM HORIZONTAL TYP. TYPICAL
<br /> HS5 HOLLOW STRUCTURAL SECTION UND. UNLESS NOTED O1HER1115E ^O .
<br /> IAMPO INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS VERT. VERTICAL
<br /> IBC INTERNATIONAL BUILDING CODE w/ WITH
<br /> ICC INTERNATIONAL CODE COUNCIL W/o WITHOUT `J
<br /> ID. INSIDE DIAMETER WT. WEIGHT
<br /> INFO. INFORMATION
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