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GENERAL
<br />ALL TYPICAL DETAILS AO NOTES SOWN ON DRAWINGS SMALL APPLY MESS
<br />NOTED OTHERWISE. TIP CAL DETAILS WV NOT NECESSARILY IN INDICATED p
<br />THE RIMS BUT SMALL SILL APPLY AS SHOWN OR DESCRIBED IN M DETAILS,
<br />WERE TYPICAL DETAILS ARE NOTED ON THE DRAWINGS, THE SPECIFIED TYPICAL
<br />DETAIL SKA(L BE USED, EOM NO DETAIL IS NOTED IT SMALL IS M
<br />INN ALiHoa PSROPEYI(ED. IBITLI CONOTRACU OR BULL SUBMITBM TIT- OOSE THE IUAALL TYPICAL
<br />R POSED IL
<br />TO�ENGINEEER FOR APAL PROVAL POOR TOW OOVIDED Mn46 PPRRODU�CTION AND ps
<br />FIELD USE,
<br />STRUCTURAL STEEL (CONTI
<br />BUILDING CODE gU'LTi GALL BL PROVIDED WIIN LOCK NA.9ERS TRADER NIM OR SELF-LODUNG
<br />MIR MI AM I NU ES SKILL OF STANDARD SIZE MESS NOTED 0140MRSE.
<br />ALL WN911NGlIUR ]HALL R In ,4.1.4,unu •I-n 11 wlwlRu Hwrt.
<br />PIBLICANONS LISTED BELOW ARE THE GOVERNING CODES NO 7IANDARDS AB
<br />ARE RFEENCED 61'.i IR BA31C DESIGNATION. IN M CASE OF CONFLICTING
<br />ROUIPCMATS, T'E BUILDING CODE SMALL WAR.
<br />APPLICABLE CODES AND STANDARDS
<br />BUILDING CODE INTONATIONAL B ILDINS CODE IISCI 2005
<br />EDITION (INCLUDING M CITY OF EYEPETT
<br />BUILDING CODE AMENOENTS)
<br />AISC AERICN INSTITUTE OF STEEL CONSTNCNON,
<br />FOUR ST�Cf4FK SSTTEELSNIL IOINNOC9, SPECIFICATION
<br />AISL ALERICN INSTITUTE OF STEEL CONSTRICT IOU
<br />'SPECIFICATION FOR STBIC JOINTS WI
<br />ASM A325 OR ARSO 811.73, J= 27, 2000
<br />AISI
<br />AMERICN IRON AD STEEL INSTITUTE.
<br />'RRTH AERICN SPECIFICATION FOR M
<br />DESIGN OF CMD-FOULED STEEL STRUCTURAL
<br />MEMBERS,• tool EDITION
<br />ASfE
<br />AMERICAN
<br />MINIMA DESIGN (OLDS FOR - DIWAAf NO
<br />01HUISTRUCn1¢S IASCE71. AR EDITION
<br />A3M
<br />MANERRIIC NTESOCIETY FOR TESTING AND WPRIALS
<br />ASS
<br />AMERICN WELDING SOCIETY-STRUCIURUL
<br />IELD No CODE - STEEL IAiS DI.11.
<br />Y000 EDITION
<br />ANA
<br />AMERICN WELDING SOCIETY 'STRUCTURAL
<br />WELDING CODE - SMEE7 STEEL' TUNA DI.SI,
<br />IM EDITION
<br />Aid
<br />AAERICAN WELDING SOCIETY, 'SYMMS FOR
<br />WELDING ANDNNONDESSTTRUCCTTAIAK IESTII"
<br />EDITIO
<br />ACC
<br />INIENATIONAI CODE COUNCIL INTERNATIONAL
<br />CODE COUNCIL . EVALUATION SERVICES (IC. -ES)
<br />STRUCTURAL STEEL
<br />ILL STEEL SHALL CONFORM TOM FOLLOWING'
<br />OP11011L DETAILSSSIOWNN OBE N PDRAAWINGSS AS OR COMPUTING MI LML,, SELECTION OF
<br />ERECTION TOLERANCES. If CONTRACTOR jhA IL50 BE RfSPOQIBLE FOR ALL
<br />ERECTION AIDS THAT INCLUDE, BUT ARE Not LIMITED TO. ERECTION ANGLES,
<br />LIFT HOEES, AND OTHER AIDE.
<br />STRUCTURAL STEEL WELDING
<br />ALL WELDING SMALL BE FENCBEO IN STRICT ADIEPE)CE TO A MITTEN
<br />WELDING PROCEDURE SPECIFICATION (VSI PER ANS 01.1. {LL MELDING
<br />PARAMETERS SPELL N WITHIN M ELECTRODE !MANUFACTURER S
<br />RECNAODATIONS. WELDING PROCEDURES SMALL BE SUBMITTED TOM OWER'S
<br />TESTING AGENCY FOR REVIEW BEFORE STARTING FABRICATION OR SECTION,
<br />COPIES OF TIINSPECTOR.RS BL ON SITE AN AVAILABLE TO ALL ADDERS AND
<br />STRUCTURAL DESIGN DATA ICONTI
<br />PESIM MODIFICATION
<br />COEFFICIENT'S
<br />SUSPENDCEILINGRAW
<br />R
<br />LEDILLIING
<br />SFISAIC RESPONSE COEFFICIENT,
<br />C,
<br />EUTRIESTM`
<br />MAKING CEILING DESIGN BASE SEAR+ �MSOSITITR. VT
<br />-PE- V : IMfIM
<br />HEW CEILING DESIGN BASE BEAN
<br />NORMS7U7MU V • RIPS
<br />EAST-11ST V. NIPS
<br />ANALYSIS PROXMIRE USED EQUIVALENT LATERAL FORCE PROCEDURE
<br />5(I54IC LGDS FOR EXISTING BUILDING- THE EXISTING BUILDING DOES MOT
<br />0[9ER, TMEEEADDDITIEONAL STRUCTUUREEE BEINGIADR TDOESSUNot KOUIREINGS.
<br />SEISMIC "AGE, M SEISMIC UPGRADE IS WITHIN M CURRENT PRACTICE
<br />FOR M RENOVATION OF EXISTING BUILDINGS OF THIS AGE AND TYPE OF
<br />CONSTRUCTION, IN GENERAL ALL NEW CONSTRICTION MEETS M DETAILING
<br />KCUIROEMS OF M BUILDING CODE.
<br />LOAD PATH FOR LATERAL FORGES' LATERAL FORCES APE CARRIED BY M
<br />DIAPHRAGMS t0 M SEAR ULLS, GRALEO PRIME LOOT FRAME, ETC.
<br />1ONENT SMEARS, AND ROTATIONAL FORCES ARE dELIYEWEO 70 M FOADATIO
<br />By THE
<br />ABILITYTORUST LATERAL FRAME
<br />RAM bEMOOMENNIIp� ETC, IN PROPCNTION TO
<br />LOAD COBINAi100: LOAD COMBINATIONS ARE IN ACCODACE WITH SECTION
<br />160 OF M BUILDING CODE A'D SECTIONS 3.4.2.1 AMC 5.2.3 OF FEW 356.
<br />PARTITIONS
<br />RAPING FOR INTERIOR PARTITIONS SHALL CONSIST OF METAL STUD TYPE
<br />fRIMINI THAT HAS CURRENT ICC-ES EVALUATION %PORTS CONNECTION OF
<br />STU jRn AND OTHER ITENS BY MEAD OF EITHEN DRILLED - IN APMAORAGE
<br />A PUMPER ORIYEN Twigs WV OW WITH FASTENERS AS INDICATED IN
<br />M METAL ST1D IOC -ES PEFORTS PARTITIONS SMALL BE 50 CONNECTED TO
<br />TICSTRUCTURE 30 AS TO ALLOW FOR BOTH THE VERTICAL NO LATERAL
<br />DCFLECTIOS DESCRIBED IN M BUILDING OADDIM6 SECTION OF M NOTES.
<br />BUILDING TOLERANCES
<br />STANDARD TOLERANCES SHALL BE BIRD ON THE REQUIREMENTS OF M AISC
<br />T0.ERAOFOESFOOR COMMIRD T CUCONSSTRUUCCTION7AMC MATERIALS.
<br />S.(CIFICAIIONS FOR
<br />SPECIAL INSPECTION
<br />M FALLOWING ITEM REQUIRE SPECIAL INSPECTION AND TESTING PER IBC
<br />SECT ON 170R. THIS RSMALLL BE PERCIYO SY A SPECIAL INSPECTOR
<br />CENTIRUNT SMALL
<br />BY I*CITY OF EEPETT TO PFAFON M TYPES OF INSPECTIONS
<br />APO TESTS SPECIFIED. M FREQUENCY OF INSPECTIONS ARE TESTING SHALL
<br />BE AS OUTLINED IN M ISC TABLE ITEMS LISTED DELON. DEFICIENCIES
<br />SHALL BE WEPORTED DAILY to M CONTRACTOR. SANARY REPORTS SHALL BE
<br />DISTRIBUTED WEIRDLY TO DE ONER. ARCHITECT CONTRACTOR BUILDING
<br />OFFICIAL. Al SIR.CTIAAL ENGINEER SEE THE, sPEcIr ICATI ONS FOR
<br />AD 7 GRAL PEOUIHMENIS FOR SPECIAL INSPECTION AND TESTING,
<br />DESCRIPTION IPEFER TO IBC TABLE
<br />ITEM IBC SECTION I1041 REOUIREIENT3
<br />CONCRETE CONCRETE THAT IS PART OF TABLE IM.N
<br />M STRUCTURE. ITEND /. S` E,
<br />DOLTS INSTALLED ANCHOR DOLTBEHEADED STUDS TABLE 170N.A.
<br />IN CONCRETE (EXCEPT AT AM-OECA ITEM S
<br />RETWORCING STEEL
<br />STRUCTURAL STEEL
<br />AID WELDING
<br />HIGH SIPENGTH
<br />BOLTIRG
<br />SPECIA. CASES
<br />INSTALLATION).
<br />A. PLACEMENT OF REINFORCING
<br />STE6. SPLICING OF REINFORCING
<br />BY BUTT FOLDING
<br />EXOTHERMIC WELDING
<br />PROCESS OR TREADED
<br />CORER-.
<br />A. STRUCTURAL STEEL THAT IS
<br />PARS OF M STNCTURE.
<br />B. WELDING OF LOWS OR
<br />COPEVIONS.
<br />C, SPECIAL FOMENT-IESISTINO
<br />STEEL WAVES INCLUDING
<br />Bp DESTRUCTIVE TESTING.
<br />0. WELDING OF REINFORCING
<br />STEEL.
<br />SEE SPECIFICATIONS FOR
<br />PROCEDURES FOR INSPECTION
<br />AMC TESTING.
<br />A.
<br />LISLE 1101.1,
<br />ITEVI
<br />TABLE 1704A.
<br />ITEYI
<br />TABLE 1704.S,
<br />TTEM 3
<br />AABU IT04.3,
<br />ITEM O
<br />TABLE 1704.3,
<br />ITEM 50
<br />TABLE 1704.6,
<br />ITEM 2
<br />TABLE 1704.3,
<br />ITEM 2
<br />ALL COUEETE-PENETRATION PELDS BULL BE U.iRA1O ICALLV TESTED URON
<br />SEOUENCING CONSTRUCTION AND LATERAL STABILITY ! R'I1CFNi OF"MOHi0r5
<br />COMPLETION OF M CONECTIQ0ML EXCEPT RATE LESS THAN OR EQUAL TO
<br />SON ON STRUCTURAL
<br />TEYSELVES ARE A Np-SEIF-SVPORTING
<br />V INMA Mlp SAL OF NAGNE IC PARTICLE TESTED. REDUCTION IN
<br />TtSrINO WY BE NAME IN ACCORDANCE VIEW M BUILDING CODE FIN APPROVAL
<br />THE STRUCTURAL COMPONENTS BY DRAWINGS, TEST LOAD
<br />STRUCTURE, LATERAL FORCES DIE TO WIND AND EARTM UAOE ARE CARRIED BY SCUD BE 2 TIMES M
<br />OF THE ENGINEER,
<br />THE 66 DIAPHRAGMS TOM LATERAL MIFY. IF PIE t0 SEQUENCING OF MANUFACTURER'S ALLOWABLE
<br />CONSTRUCTION, RASE STABILITY ELEMENTS APE NO} IN PLACE, M LOAD OF M MOOR AN
<br />NO
<br />THE CONTRACTOR SHALL BE AEVG SIRE FORM JOINT PIE➢ARATION$ NO
<br />SELOING PROCEDURES THAT INDUI E, BUT ARE NOT LIMITED TO- REQUIRED
<br />CONTRACTOR SHALL RETAIN A LICENSED
<br />INVESTIGATE Wm TEMPORARY SORINWDRACING
<br />STRUCTURAL ENGINEER SHALL TENSION.
<br />IS REQUIREYD SHALL 0. EPDXY OR CEMENT GROUTED
<br />PROVIDE
<br />ROOT OPENINGS ROOT FACE ONENBIoNNS�, GROOME MIGlES, 6ApING JARS.
<br />ROGNESS VALUES, YB TAPERS AND TRANSITIONS? QUq
<br />DESIGN MIS TELPONARY SHONIWIMXIN6.
<br />MIS SKRIN4/BRACING -Mill M REQUIRED
<br />M CONTRACTOR DOWELS OR ACMONS-
<br />STRUCTURAL ELEMENTS AND THEIR
<br />CUES, MWPACE
<br />PARTS.
<br />CGINECTIO S HAVE BEEN INSTALLED ACE
<br />OBSERVE' DRILLED HOLES
<br />REAP MIN FINAL DESIGN AFTER CLEARING AND
<br />STRENGTHS . POSITIVE INSTALLATION OF
<br />ANCHOR PODS
<br />GOUT AD HONORS'
<br />EXISTING STRIICTUAE
<br />ENGINEER OF RECORD SMALL PROVIDE VISUAL OBSERVATI?I OF M STRUCTURAL
<br />I" Ptl1 CE RR - CMORMAKE 10 M APPEIOVED ALMS AND
<br />SPECIF GilON7 AT SIGNIFICANT CONSTRUCTION STATES AID At M
<br />CORD ION OF FME STRUCTURAL SYSTEM. STRUCTURAL OBSERVATION DOES Not
<br />INCLUDE OR NAIVE M RE"SIBILIIY FORM INSPECTIONS REQUIRED BY
<br />IDC SECTIONS 109 1704 OR OTHER SECTIONS OF M INTONATIONAL
<br />BUILDING CODE. ETNCTERAL OBSERVATION REPORTS SMALL BE [SIC TO M
<br />C(MIXER Ali HI ECT CONTRACTOR. AD BUILDING OFFICIAL AT SIONIFICNT
<br />sli
<br />DRILLED-IN CONCRETE ANCHORS IDICAI
<br />ACCEPTABLE ORILUD-IN CONCRETE ANOERS,. OF SIZE. NUMBER. AD SPACIF.1
<br />AS SOON ON M ORARINOS SALL BE AS FOLLOWS; HILT[ 'KWIN-DOLL-II
<br />CARBON STEEL 1EDCE 4CNOI15 (ACC -ES ER-4127) PEA -IT ARMADA DOLT'
<br />IICC-ES ER-19211 OR • NN RAMSETARED MEAD W110 CABDR STEEL WEDGE
<br />NORMS' IICC-ES ER-15721, OR AM APPROVED ALTERNATIVE ANCHOR WITH A
<br />OMNI IMES EVALUATION REPORT. MINIMA EMRUENT DEPTH SMALL BE
<br />41 BOUT DIAMETERS UNLESS NOTED OTHERWISE ON GRAVINGS.
<br />NMAORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH M APPROVED
<br />ICC-ES AMT. NO REIMPOKDEMT SMALL BE CUT TO INSTALL WGOR9.
<br />DEFECTIVE HOLES SHALL BE GROUTED WITH EPDXY ADHESIVE.
<br />
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