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O sr��.vu�:
<br /> STRUCTURAL ���REVIATIONS �
<br /> REQUiRED INSPEC710NS AND VERIFlCATlONS FOR STEEL CONSTRUCTIO� A.BOLT ANCHOR BOLT LW LONG WAY � `�4�' �FV�D s���
<br /> ADDL ADDITIONAL MATL MATERIAL � �~ �.`�� ` �j'�'� �c11
<br /> TY�E CONT�INUOUS PERIODIC R ENCE STANDARD I�C �EFERENCE ARCHT ARCHITECTURAL MAX MAXIM�M �� ��. � �
<br /> REQUIRED l�SPECTIONS. �RIFlCATION �lr9D TESTS OF SOILS FOR HIGH STRENGTH 80LTS, NUTS, AND WASHERS: VERIFY AISC 360, SECTION A3.3 BLDG BUILDING ��cH MECHANICAL �
<br /> BLKG BLQCKING MFR MANUFACTURER � '
<br /> IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS X AND APPLICABLE ASTM gM ���� �1��� MINIMUM � �� s�, 33253 Ati ��,
<br /> TYPE CONTINUOU� P�RIOD�� REfERENCE ST�fDARD I�C REFERENCE SPECIFIED IN THE APPROVED CONSTRUCTION DO�UMENTS STANDARDS BOQ BOTfOM OF DECK ��sc MISCELLANEOUS , o�, �vc� � �
<br /> - VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE X BOT Bono� N NEW � �`�SI�NAL ��l
<br /> INSPECTION OF HIGH STRENGTH BOLTING: PROVIDE INSPECTfON O
<br /> ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY BSMT BASFMENT N�c NQT IN CONTRACT
<br /> OF HIGH STRENGTH BOLTING TO CONFORM TO AISC 341-10 BTWN BEfWEEN NOM NOMINAL 1'EZUJEc-r :
<br /> VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND CHAPTER J. INSPECTION TASKS INCLUDE: c CAMBER NTS NOT TO SCALE
<br /> HAVE REACHED PROPER MATERIAL X 1 . SELECTION OF PROPER MATERIALS AND BOLTING cAP CAPACITY OC ON CENTER E�F FACILITIES
<br /> PROCEDURES PRIOR TO BOLTING. AISC 360, SECTION M2.5 cc CEN?ER TO CENTER o� OUTSIDE DIAMEfER
<br /> PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL X 2. OBSERVATION OF BOLTING DURING BOLTING TO ASSURE X AISC 341-10 CHAPTER J, c�P CAST IN PLACE oF OUTSIDE FACE � RETAIL
<br /> MATERIALS TABLES J7-1 J7-3 CJ CONSTRUCTION OR CONTROL JOINT OPNG OPENING
<br /> � VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT PROPER ASSEMBLIES AND TECHNIQUES ARE EMPLOYED. ' c� CENTERLINE oPP OPPOSITE E��RETT �
<br /> 3. DOCUMENTATION OF ACCEPTED AND REJECTED BOLTING cMu CONCREfE MASONRY UNIT ovs OVERSIZE
<br /> THICKNESS DURING PLACEMENT AND COMPACTION OF X AFTER BOLTING IS COMPLETED. CNTR CENTER PEN PENEI�RATION
<br /> COMPACTED FILL 4. SNUG TYPE JOINTS c�R CLEAR PERP PERPENDICULAR 6�0� EVERGfZEEN �VAY .
<br /> COL COLUMN PL PLATE
<br /> PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT SUBGRADE X 5. PRE-TENSIONED AND SLIP CRITICAL JOINTS USING CONC CONCRErE PLWD PLYWOOD � E\�EFZETT, W�� 98203
<br /> AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY AISC 360, SECTION M2.5 CONN CONNECTION P�� PANEL � -
<br /> TURN-OF-NUT WITH MATCHMARKING, TWIST-OFF BOLT OR X coNT coNT►Nuous PP PARTIAL PENEfRATION �
<br /> DIRECT TENSION INDICATOR METHODS OF INSTALLATION. coNTR CONTRACTOR Ps� POUNDS PER SQUARE INCH
<br /> _ CP COMPLETE PENETRATION PSF POUNDS PER SQUARE FOOT �
<br /> � REQUIRED INSPECTiONS. VERiFlCATION AND TESTS OF CONCRETE CONSTRUCTION TURN EOFENUIT� WITHOUT MATC MARK NG,�OTW ST-OFFGBOLT OR X DBL DOUBLE PSL PARALLAM � ��Z1�N �X.
<br /> DET DETAIL PT POST TENSION �
<br /> TYPE COI�TlNUOUS PERIODIC REFERENCE STANDARD �6C REFERENCE DIRECT TENSION INDICATOR METHODS OF INSTALLATION. �F oouc�s FiR REiNF REINFORCINc � ���O���T��
<br /> INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, ACI 318 Ch. 20, 25.2, MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD DIA DIAMETER REQD REQUIRED �
<br /> AND VERIFY PLACEMENT - X 25.3, 26.6.1-26.6.3 1908.4 FORMED METAL DECK: STRUCTURAL STEEL IDENTIFICATION X AISC 360, SECTION M2.5 DIAG DIAGONAL Ro ROUGH OPENING � AF�CH�TEC.TS, INC. �
<br /> DO DIT1�0 SC SLIP CRITICAL
<br /> REINFORCING BAR WELDING: MARKINGS TO CONFORM TO AISC 360 r�w� DRAWING SCHED SCHEDULE �
<br /> A.VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM X MATERIAL VERIFICATION OF WELD FILLER MATERIALS: AISC 360, SECTION A3.5 �+ �cH SECT SECTION � 2000 - 116�1^H f�VENIIE NE .
<br /> EF EACH FACE SHTG SHEATHING � SUI CE 'k
<br /> � A706 AWS D1 .4 IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATfON X AND APPLICABLE AWS A5 E�Ev ELEVATION sHT SHEEI� � t3E���EVIIE, Wf� 9800�
<br /> 5 �� ACI 318: 26.6.4 IN THE APPROVED CONSTRUCTION DOCUMENTS DOCUMENTS EQ EQUAL s�M SIMILAR � �
<br /> b. INSPECT SINGLE-PASS FILLET WELDS, MAKIMUM /6 X INSPECTION OF WELDING: Ew EACH WAY soc SLAB ON GRADE � > >
<br /> �c. INSPECT ALL OTHER WELDS X� (E) EXISTING SPC SPACING � � =k25.6�7.08�1
<br /> 1 . COMPLETE AND PARTIAL PENETRATION GROVE WELDS X ExP EXPANSION s�Ec SPECIFICATION � F��X.637.1878
<br /> INSPECT ANCHORS CAST IN CONCRETE X ACI 318: 17.8.2 ExT EXTERIOR SQ SQUARE 0
<br /> � 2. MULTI-PASS FILLET WELDS x FDN FOUNDATION SSL SHORT SLOTI�ED HOLES � NOTE:
<br /> INSPECT ANCHORS POST-INSTALLED IN HARDEDNED CONCRETE 5 „ FIN FINISH sT� STANDARD � 1. A�Fq�CTURA� �AYAld� �tE
<br /> MEMBERS (b) 3. SINGLE PASS FILLET WELDS > /6 X AWS D1 .1 1704.3.1 FLR FLOOR STIFF STIFFENER THE PRIi�E t�NiRACT DR�1�Nt�.
<br /> � 4. PLUG AND OR SHOT WELDS X Fs FAR s��E sT� sTEE� � aw�, e.��sr.� sn�uc��.,
<br /> a. AdHESIVE ANCHORS INSTALLED HORIZONTALLY OR UPWARDLY � � FOOT/FEET STRUCT STRUCTURAL � �ECFI�lICNq, PLu��IN�,
<br /> INCLINED ORfENTATIONS TO RESIST SUSTAINED TENSION LOADS X ACI 318: 17.8.2.4 5 „ �r� FOOTIf�lG SUPP SUPPORT � ���» �� ��
<br /> 5. SINGLE PASS FILLET WELDS < /g X G A G A G E S W S H O R T W A Y O R S H E A R W A L L PRU�EC�iOid, �IALL � USED !N �
<br /> . b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT �P1�1NC11�! i�TH !►RCaolTEC1�1�
<br /> X A C f 3 1 8: 1 7.8.2 6. F L O O R A N D R O O F D E C K W E L D S X �A�v G A L V A N I ZE D SYti1 SYMMETRICAL ���� .�� ��
<br /> DEFINED IN (a� GEN GENERAL TOC TOP OF CONCREfE gjON�t,pCTOR S�IALL VE�IFY �9D
<br /> VERIFY USE OF REQUIRED DESIGN MIX (f'c > 2500 Psi) ACI 318: Ch. 19, 26.4.3, 1904.1 1904.2 INSPECTION OF STEEL FRAME JOWT DETAILS FOR COMPLIANCE GLB GLUED LA�iNATED BEAM TOP&BOT TOP AND BOTTOM
<br /> X ' ' WITH: GR GRADE T&G TONGUE & GROOVE ��A'i� DI�tEN�06�IS Ak�(�1dG
<br /> 26.4.4 1908.2, 1908.3 � ����' ��
<br /> 1 . BRACING AND STIFFENING DETAILS X 1704.3.2 �wB GYPSUM WALL BOARD TRANS TRANSVERSE p�9�EpqNqES, C�1R�DiC�IpNS,
<br /> HORIZ HORIZONTAL TRTD TREATED � ����g �� �
<br /> PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMENS FOR ASTM C172, ASTM C31 2. MEMBER LOCATIONS Hss HOLLOW STRUCTURAL SECTION (nP) TYPICAL 7ED TO THf I0�(�i�1ECT F+DR
<br /> STRENGTH TESTS, PREFORM SLUMP AND AIR CONTENT TESTS, X ACI 318: 26.�, 26.12 1908.10 3. APPLICATION OF JOINT DETAILS AT EACH CONNECTION �Bc INTERNATIONAL BUILDING CODE uec UNIFORM BUILDING CODE �lOP1 PRI� "�0 �G
<br /> AND DETERMINE THE TEMPERATURE OF THE CONCRETE �F INSIDE FACE u�vo UNLESS NOTED OTHERWISE M�� M� � F��+n� �
<br /> SHOP FABRICATED STEEL: w INCH (ES) VERT VERTICAL 1HE 1�1,I�S) IN 4tlE�1�f. �
<br /> INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER 19Q8.6, 1908.7, STRUCTURAL STEEL ELEMENTS FABRICATED AT SHOP WHICH IS NOT NOT �, yp� � ��, �� pq���� U
<br /> APPLICATION TECHNIQUES X ACf 318: 26.5 1908,8 FULLY AISC CERTIFIED, WITH DETAILED FABRICATION AND REQUIRED REQUIRED 1704.2.5 INT INTERIOR w/ w�TH
<br /> JT JOINT WF WIDE FLANGE PRIPI7ED OiV 24� x 36� ShOEET �F
<br /> VERfFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND QUALITY CONTROL PROCEDURES LF LWEAR FOOT w/o WITHOUT THIS SFIEET IS NOT 24' x 36A -
<br /> �� ACI 318: 26.5.3-26.5.5 1908,9 LLH LONG LEG HORIZONTAL WP WORK POINT � 'fHEN IT IS NOT T�D •
<br /> TECHNIQUES -------- - -
<br /> FABRICATED AT SHOP OTHER THAN ABOVE: SPECIAL INSPECTOR ALL INSPECTIONS PER ��v LONG LEG VERTICAL WT STRUCTURAL TEE
<br /> INSPECT PRESTRSSED CONCRETE FOR: PROVIDE INSPECTIONS IN SHOP STEEL SECTIONS 1704,2.5 �s� LP,MINATED STRAND LUMBER wwF WELDED WIRE FABRIC
<br /> a. APPLICATION OF PRESTRESSING FORCES X LVL LAMINATED VENEER LUMBER � ��
<br /> ACI 318: 26.10
<br /> b. GROUTING OF BONDED PRESTRESSING TENDONS X � �
<br /> INSPECT ERECTION OF PRECAST CONCRETE MEMBERS X ACI 318: Ch. 26.8 REQUIRED INSPEGTIONS AND VERIFICA�IONS FOR WOOD � ---------- --
<br /> VERIFY IN-SITU CQNCRETE STRENGTH, PRIOR TO STRESSING OF TYPE CONTINUOUS PERIODIC REFERENCE STANDARD �EC REFERENCE �
<br /> TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO PLYWOOD DIAPHRAGMS WHERE PANEL EDGES HAVE MULTIPLE � rzEv�tiio�s: D.,�rE
<br /> REMOVAL OF SHORES AND FORMS FROM BEAMS AND X ACI 318: 26.11 .2 LINES OF FASTENERS: SPECIAL INSPECTOR VERIFY WOOD PANEL �
<br /> STRUCTURAL SLABS THfCKNESS AND GRADE, SIZE OF FRAMING MEMBERS, NAfL X 1705.5.1 � �
<br /> � INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS X ACI 318: 26.11 .1.2(b) DIAMETER AND LENGTH, NUMBER OF FASTENER LINES AND � CITY UPDATES �o �3 17
<br /> OF THE CONCRETE MEMBER BEING FORMED SPACING, AND EDGE DISTANCE
<br /> PLYWOOD DIAPHRAGMS AND SHEAR WALLS WITH 4" AND
<br /> NON-STRUCTURAL SIABS ON GRADE REQU�IRED REQ�IRED 1705.3 CLOSER PANEL EDGE NAILING: SPECIAL INSPECTOR VERIFY NAIL 1705.11.1 �
<br /> SIZE AND SPACIN�G, BOLTING, SHEAR WALL ANCHORING AND X ' �
<br /> HOLD-DOWNS, AND DRAG STRUTS OF LATERAL 1705.12.2
<br /> FORCE-RESISTING SYSTEM � � �.�
<br /> PLYWOOD DIAPHRAGMS AND SHEAR WALLS WITH 6" OC PANEL �
<br /> EDGE NAILING REQU�IRED REQU�IRED 17.05.11 .1 �
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