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REINFORCING STEEL COLD FORMED STEEL (CONT.) FOUNDATIONS SPECIAL INSPECTION �
<br /> 1 . REINFORCING STEEL SHALL BE DETAILED, INCLUDING HOOKS AND BENDS, AND 6. WELDING OF COLD FORMED MEMBERS SHALL CONFORM TO AWS D1 .3/D1 .3M, 1 . ALL FOUNDATIONS SHALL BE FOUNDED A MINIMUM OF 24" BELOW LOWEST ADJACENT 1 . SPECIAL INSPECTION BY A REGISTERED DEPUTY BUILDING INSPECTOR, T
<br /> PLACED IN ACCORDANCE WITH ACI 315 ANQ ACI 318. "STRUCTURAL WELDING CODE - SHEET STEEL", 20Q5 EDITION. FINAL FINISH FLOOR OR GRADE. EXPOSED SOIL SHALL BE INSPECTED FOR IN CONTRACT WITH THE OWNER AND APPROVED BY THE ARCHITECT AND THE
<br /> COMPLIANCE WITH THE SOILS REPORT BY THE INSPECTION AGENCY REPRESENTATIVE BUILDING OFFICIAL, SHALL BE REQUIRED FOR THE FOLLOWING TYPES OF WORK
<br /> 2. REINFORCING STEEL SHALL CONFORM TO ASTM A-615 OR A-706, GRADE 6Q. PRIOR TO CONSTRUCTING CONCRETE FORMS AND/OR PLACING REINFORCING STEEL. (SEE THE PROJECT SPECIFICATIONS FOR FURTHER REQUIREMENTS):
<br /> 7. SCREW CONNECTIONS SHALL BE MADE USING SELF DRILLING / SELF TAPPING ANY EXCESS OR NON-COMPLYING MATERIAL AS DETERMINED BY THE INSPECTION
<br /> 3. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SCREWS CONFORMING TO ASTM C1513 AND ASTM A510. USE SCREW SIZE AS AGENCY REPRESENTATIVE SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ITEM BUILDING CODE REFERENCE
<br /> 4. REINFORCING STEEL SHALL MEET THE BELOW CRITERIA: SPECIFIED ON THE STRUCTURAL DRAWINGS. SCREWS FASTENING GYPSUM SOILS ENGINEER.
<br /> SHEATHING TO COLD FORMED STUDS OR JOISTS SHALL CONFORM TO ASTM C954. STEEL 1704.3
<br /> A. THE ACTUAL YIELQ STRENGTH BASED ON MILL TESTS SHALL NOT 2. FOOTING DEPTHS ARE MINIMUM DIMENSIONS, AND MAY BE CHANGED BY THE SOILS SHEAR CONNECTORS AND ANCHOR STUDS
<br /> 8. MINIMUM AND DESIGN THICKNESSES FOR GOLD FORMED MEMBERS SHALL ENGINEER IN ORQER T0 ACHIEVE THE REQUIREMENTS OF THE APPROVED SOILS
<br /> EXCEED THE SPECIFIED YIELD STRENGTH BY MORE THAN REPORT. CONCRETE 1704.4 =
<br /> 18,000 PSI. RETESTS SHALL NOT EXCEED THIS VALUE BY MORE CONFORM TO ICC ER-4943P TABLE 1. SPECIFIED f'c GREATER THAN 2000 PSI
<br /> THAN AN ADDITIONAL 3000 PSI. 3. THE GONTRACTOR SHALL, PRIOR TO BEGINNING GRADING AND FOUNDATION PLACING OF REINFORCING .
<br /> 9. ALL STRAPS SHALL BE INSTALLED FLAT AND PRE-TENSIONED TO 50 LBS. EXCAVATION WORK, READ THE S41LS REPORT. IF THE CONTRACTOR, DURING THE
<br /> B. THE RATIO OF THE ACTUAL ULTIMATE TENSILE STRESS TO THE COURSE OF SITE WORK, DISCOVERS ANY SOIL GONDITION THAT IS NOT CONSISTENT SOIL 1704.7
<br /> ACTUAL TENSILE YIELD STRENGTH SHALL NOT BE LESS THAN 1 .25. WITH THE SOILS REPORT, HE SHALL IMMEDIATELY NOTIFY THE ARCHITECT. EXCAVATION � -
<br /> STRUCTURAL STEEL, MISC. METAL SOIL COMPACTION
<br /> 5. ALL REINFORCING BAR BENDS SHALL BE MADE COLD. BARS SHALL NOT BE RE-BENT. 4. CONTRACTOR SHALL BRACE OR PROTECT ALL BUILDING AND PIT WALLS BELOW GRADE
<br /> 1 . STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION SHALL CONFORM FROM LATERAL LOADS UNTIL ATTACHING FLOORS ARE COMPLETELY IN PLACE AND SPECIAL SYSTEMS 17Q5.11
<br /> 6. REINFORCING SPLICES SHALL BE MADE AS INDICATED ON THE DRAWINGS. TO THE BUILDING CODE AND AISC STANDARDS USING LOADS AS DEFINED IN HAVE ATTAINED FULL DESIGN STRENGTH. GONTRACTOR SHALL PROVIQE FOR THE EXPANSION/EPDXY ANCHOR BOLTS
<br /> AISC-360 SECTION B3-3 "DESIGN FOR STRENGTH USING LOAD AND RESISTANCE DESIGN, PERMITS AND INSTALLATION OF SUCH BRACING. RETAINING WALLS SHALL HEADED SHEAR STUDS AT MEfAL DECK (PERIODIC)
<br /> 7. WELDED WIRE FABRIC SHALL BE IAPPED AT SPLICES SUCH THAT A MINIMUM OF HAVE ATfAINED FULL DESIGN STRENGTH PRIOR TO BEING BACKFILLED. '
<br /> THREE WIRES PARALLEL TO THE SPLICE ARE OVERLAPPED. SPLICES SHALL OVERLAP FACTOR DESIGN {LRFD)".
<br /> A MINIMUM OF 8 INCHES. SPECIAL INSPECTIONS FOR WIND SYSTEMS 1706
<br /> 2. STRUCTURAL STEEL FABRICATION AND ERECTION SHALL CONFORM TO AISC 5• ALL RETAINING WALLS SHALL HAVE FREE DRAINING OR GRAVELY BACKFILL, OR COLD-FORMED LIGHT FRAME CONSTRUCTION
<br /> 8. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE 5AME GRADE,
<br /> REQUIREMENTS AND THE PROJECT SPECIFICATIONS. DRAINAGE MATTING, FULL HEIGHT OF WALL. ROOF AND WALL CLADDING
<br /> SIZE AND SPACING AS THE VERTICAL REINFORCING, RESPECTIVELY, 3. STRUCTURAL STEEL DETAILING, FABRICATION AND ERECTION OF ELEMENTS 6. CONTRACTOR SHALL PROVIDE FOR DE-WATERING OF EXCAVATIONS FROM SURFACE SPECIAL INSPECTIONS FOR SEISMIC SYSTEMS 1707
<br /> UNLESS OTHERWISE NOTED. AND CONNECTIONS MARKED `SLRS' SHALL CONFORM TO AISC-341 . WATER, GROUND WATER OR SEEPAGE. SPECIAL CONCENTRICALLY BRACED FRAME
<br /> STRUCTURAL STEEL CONSTRUCTION
<br /> 9. PROVIDE #4 x 2 -0 DIAGONAL BAR AT ALL REENTRANT CORNERS OF CONCRETE 7. CONTRACTOR SHALL PROVIDE FOR THE DESIGN AND INSTALLATION OF ALL CRIBBING,
<br /> SLABS ON GRADE AND SLABS ON METAL DECK. 4. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: SHEATHING AND SHORING RE UIRED TO SAFELY RETAIN ALL EARTH BANKS.
<br /> Q 2. SPECIAL 1NSPECTIONS SHALL NOT BE REQUIRED WHEN THE WORK IS DONE ON
<br /> 10. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT TYPE OF MEMBER ASTM SPECIFICATION Fy THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING ,
<br /> UNLESS SPECIFICALLY DEfAILED AND REVIEWED BY THE STRUCTURAL ENGINEER. OFFICIAL TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION.
<br /> WIDE FLANGE SHAPES A992 50 KSI STRUCTURAL OBSERVATION
<br /> 3. ALL PREPARED SOIL-BEARING SURFACES SHALL BE INSPECTEQ BY THE SOILS
<br /> 11 . WELDING OF REINFORCEMENT SHALL CONFORM TO THE 2005 EDITION OF PLATES, SHAPES, ANGLES, AND RODS A36 36 KSI 1 . STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL.
<br /> AWS D1 .4 STRUCTURAL WELDING CODE - REINFORCING STEEL . WELDED ACCORDANCE WITH THE GOVERNING CODE. STRUCTURAL OBSERVATION IS THE
<br /> CONNECTIONS NOT SPECIFIED ON THE PLANS SHALL BE SUBMITTED FOR ���N� VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE 4. EPDXY OR EXPANSION TYPE ANCHORS SHALL BE APPROVED BY THE BUILDING
<br /> REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER. STRUCTURAL SYSTEMS AT SIGNIFICANT CONSTRUCTION STAGES AND THE OFFICIAL FOR THEIR USE AND SHALL BE INSTALLED ACCORDING TO THE
<br /> ALL PLATES >3/4" A572 50 KSI COMPLETED STRUCTURE FOR GENERAL C�NFORMANCE TO THE APPROVEQ PLANS
<br /> 12. REINFORCING TO BE WELDED SHALL CONFORM TO ASTM A-706. BARS MANUFACTURER'S RECOMMENDATIONS ANQ ICC PRODUCT APPROVAL CONDITIONS. _
<br /> HOLLOW STRUCTURAL SECTIONS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE
<br /> CONFORMING TO ASTM A-615 MAY BE SUBSTITUTED PROVIDED THAT DOCUMENTATION RESPONSIBILITY FOR THE INSPECTIONS REQUIREQ OF THE BUILDING �
<br /> IS SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW SHOWING THAT THE BARS (ROUND) A500 (GRADE B) 42 KSI 5. NONDESTRUCTIVE INSPECTION OF ALL WELDS, SHOP ANQ FIELD, OF
<br /> INSPECTOR OR THE DEPUTY INSPECT4R. MOMENT-RESISTING FRAMES SHALL BE PROVIDED IN ACCORDANCE WITH THE '
<br /> FULLY CONFORM T0 THE WELDABILITY REQUIREMENTS OF AWS D1 .4. GOVERNING CODE.
<br /> HOLLOW STRUCTURAL SECTIONS 2. THE OWNER SHALL EMPLOY AN ENGINEER OR ARCHITECT LICENSED TO PERFORM
<br /> 13. REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO THE PLACEMENT OF (SQUARE OR RECTANGLE) A500 (GRADE B) 46 KSI STRUCTURAL OBSERVATION IN THE PROJECT JURISDICTION. 6. SUMMARY REPORTS OF ALL INSPECTIONS AND TEST RESULTS SHALL BE .
<br /> CONCREfE OR GROUT. CONCRETE REINFORCEMENT SHALL BE SECURED IN QISTRIBUTEQ TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, AND
<br /> CONFORMANCE WITH ACI-318 SECTION 7.5. MASONRY REINFORCEMENT SHALL BE PIPE A53 (GRADE B) 35 KSI 3. THE STRUCTURAL OBSERVER SHALL PROVIDE A LEITER TO BE SUBMITfED TO THE BUILDING OFFICIAL WITH DEFICIENCIES CLEARLY NOTED.
<br /> SECURED IN CONFORMANCE WITH ACI-350.1 SECTION 3.4. BUILDING OFFICIAL, AS REQUIRED BY THE JURISDICTION, BEFORE THE
<br /> ANCHOR RODS FIRST SITE VISIT. THE STRUCTURAL OBSERVER SHALL ALSO INFORM 7. DEFICIENCIES SHALL BE REPORTED TO THE CONTRACTOR ON A DAILY BASIS.
<br /> 14. REINFORCING STEEL PROJECTING FROM THE CONCRETE OR MASONRY AND CONNECTING (EMBEDDED IN CONCRETE) F1554-105 (UON) 105 KSI THE OWNER OF THE REQUIREMENTS FOR A PRECONSTRUCTION MEEfING AND
<br /> DIRECTLY TO STRUCTURAL STEEL WHERE DIMENSIONAL CONTROL IS CRITICAL OR SHALL PRESIDE OVER THIS MEETING. 8. DEFINITIONS OF SPECIAL INSPECTIONS AND TESTING FREQUENCY:
<br /> WHERE SPECIFICALLY NOTED ON THE PLAN SHALL BE TREATED AS AN ANCHOR ROD CONNECTION BOLTS A325-N-STD (UON)
<br /> AND SHALL CONFORM TO THE TOLERANCES SPECIFIED IN SECTION 7.5 OF 4. THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE CQMMUNICATION "CONTINUOUS" - THE FULL-TIME OBSERVATION OF WORK REQUIRING
<br /> AISC 303-05 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES". 5. HEADED STEEL STUD CONNECTORS SHALL BE NELSON GRANULAR FLUX-FILLED BETWEEN THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS
<br /> HEADED ANCHOR STUDS OR AN APPROVED EQUAL AND BE MADE FROM COLD DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBGONTRACTORS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. '
<br /> 15. EPDXY-COATED REINFORCING STEEL SHALL COMPLY WITH ASTM A-775. ROLLED CARBON STEEL AND SHALL CONFORM TO ASTM A-108, GRADE 1015 AND SPECIAL INSPECTORS. THE PURPOSE OF THIS COMMUNICATION SHALL BE
<br /> OR 1020 WITH A MINIMUM TENSILE STRENGTH OF 60,000 PSI. STUD TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT "PERIODIC" - THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK
<br /> WELDWG, INSPECTION AND TESTING SHALL CONFORM TO AWS REQUIREMENTS. AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS QF THE STRUCTURE REQUIRING SPECIAL INSPECTION BY AN APPROVEQ SPECIAL INSPECTOR WHO
<br /> COLD FORMED STEEL AND TO REVIEW SCHEDULING OF THE REQUIRED OBSERVATIONS. IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING
<br /> 6. THE STRUCTURAL STEEL FABRICATOR SHALL FURNISH SHOP DRAWINGS FOR PERFORMED AND AT THE COMPLETION OF THE WORK.
<br /> 1 . COLD FORMED STEEL SHALL CONFORM TO THE FOLLOWING REQUIREMENTS, UON: REVIEW ANQ APPROVAL PRIOR TO THE START OF FABRICATION. 5. REPORTS SHALL BE ISSUED FOR EACH STRUCTURAL OBSERVATION AND ISSUED
<br /> TO THE OWNER, ARCHITECT, CONTRACTOR AND BUILDING OFFICIAL. A RECORQ
<br /> 7. WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS REQUIREMENTS. OF THE PRECONSTRUCTION MEETING NOTED ABOVE SHALL BE INCLUDED IN THE
<br /> TYPE OF MEMBER ASTM SPECIFICATION Fy ALL WELDS SHALL BE PREQUALIFIED IN ACCORDANCE WITH AWS AND AISC FIRST OBSERVATION REPORT. BUILDING CODE FOR EDC STATIC TEST FACILITY - PHASE 2 �
<br /> STANDARDS. USE E70XX ELECTRODES, UON. g
<br /> 12, 14 AND 16 GAUGE A653 SS or A1011 SS 50 KSI 6. THE CONTRACTOR SHALL SCHEDULE EACH OBSERVATION AT LEAST TWO WEEKS 1. ALL CONSTRUCTION, MATERIALS, AND WORKMANSHIP SHALL CONFORM TO THE .�
<br /> STUDS AND JOISTS 8. ALL WELDS SHALL BE PERFORMED BY WELDERS CERTIFIED IN THE PRIOR TO QATE OF THE PROPOSED OBSERVATION. REQUIREMENTS OF THESE DRAWINGS, SPECIFICATIONS, AND THE CODES, RULES
<br /> JURISDICTION HAVING AUTHORITY OVER THIS PORTION OF THE WORK. AND REGULATIONS OF THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION,
<br /> 18 GAUGE AND THINNER A653 SS or A1011 SS 33 KSI 7. THE STRUCTURAL OBSERVER SHALL PERFORM OBSERVATIONS AT THE FOLLOWING AS ADOPTED AND AMENDED BY THE CITY OF EVERETT,
<br /> 9. WELD LENGTHS CALLED FOR ON THE PLANS ARE THE NET EFFECTIVE LENGTH SIGNIFICANT CONSTRUCTION STAGES: HEREINAFTER REFERRED TO AS THE BUILDWG CODE.
<br /> STUDS AND JOISTS REQUIRED. WELD SIZE SHALL BE AISC MINIMUM, UON.
<br /> CONSTRUCTION STAGES ELEMENTS/CONNECTIONS TO BE OBSERVED: CONCRETE �:;
<br /> TRACK, BRIDGING, END A653 SS or A1011 SS 33 KSI 10. BEAM PENETRATIONS MAY BE CREATED PER THE TYPICAL DEfAIL WITHOUT �
<br /> PRIOR APPROVAL OF STRUCTURAL ENGINEER. PENETRATIONS OF ANY SIZE ` `
<br /> PLATES AND STRAPS, A. PRIOR TO CONCRETE PLACEMENT/FOUNDATION REINFORCEMENT AND ACI "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" '
<br /> CLOSURES AND ACCESSORIES IN ANY OTHER AREA OF THE MEMBER MUST BE REVIEWED AND APPROVED BY THE ANCHOR BOLTS. AMERICAN CONCRETE INSTtTUTE
<br /> STRUCTURAL ENGINEER. AC1318 - 2014 EDITI�N •
<br /> 2. STUDS, JOISTS, TRACK, BRIDGING, END CLOSURES AND ACCESSORIES SHALL B. PRIOR TO MEfAL DECK CONCRETE PLACEMENT.
<br /> 11 . CONNECTIONS SHOWN FIELD WELDED MAY BE FIELD BOLTED AT OPTION OF B
<br /> BE GALVANIZED PER THE PROJECT SPECIFICATIONS. FABRICATOR. SUBMIT PROPOSED CONDITION TO STRUCTURAL ENGINEER FOR C. AT SUBSTANTIAL COMPLETION OF THE PRIMARY STRIJCTURE.
<br /> REVIEW PRIOR TO SUBMISSION OF SHOP DRAWINGS AND FABRICATION.
<br /> 3. STEEL STUDS AND JOISTS SHALL BE "C" SHAPED WITH STIFFENED FLANGES,
<br /> OF THE SIZE, GAUGE AND PROPERTIES SHOWN ON THE STRUCTURAL DRAWINGS, 12. TENSION CONTROL BOLTS MAY BE SUBSTITUTED FOR THE BOLTS SPECIFIED IN
<br /> OR AS DESIGNATED WITH STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) THESE PLANS AT THE DISCRETION OF THE CONTRACTOR. ASTM F1852 TC
<br /> BOLTS MAY BE SUBSTITUTED FOR ASTM A325 BOLTS AND ASTM F2280 TC
<br /> NOMENCLATURE AS SPECIFIED IN ICC ER-4943P. BOLTS MAY BE SUBSTITUTED FOR ASTM A49Q. TENSION CONTROL TWIST-QFF BOLTS ��T'Y �� ������� °
<br /> CONFQRMING TO ASTM F1852 AND RCSC SPECIFICATION, 2004, MAY BE ALSO �������,� ��� p�����
<br /> 4. TRACK SHALL BE CHANNEL SHAPED, MATCHING STUD AND JOIST GAUGE, SUBSTITUTED. .
<br /> WITH MINIMUM FIANGE WIDTH OF 1 1/4". BRIDGING SHALL 13. USE DOUBLE NUTS OR SINGLE NUT & PEENED THREADS AT BOLTED CONNECTIONS WITH
<br /> BE PROVIDED PER THE RECOMMENDATION OF THE MANUFACTURER, UON. LONG SLOT HOLES. -
<br /> 5. WELDING, FABRICATION, ATTACHMENTS, ETC., SHALL BE IN CONFORMANCE 14. BEAMS & GIRDERS SHALL NOT SUPPORT PIPING LARGER THAN 10" DIAMETER WITHOUT
<br /> WITH THE PLANS AND SPECIFICATIONS, OR, IF NOT SPECIFIED, WITH THE REVIEW OF THE STRUCTURAL ENGINEER OF RECORD.
<br /> THE RECOMMENDATIONS AND SPECIFICATIONS OF THE MANUFACTURER. OFFMAN '
<br /> ISSUE FOR PERMIT
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<br /> DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE
<br /> SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �g,Y s. OJ ACCEPTABILITY R. REEVES 09.04.15 STRUCTURAL NQTES
<br /> - W3099715 L EO 0 .15 �'�' aF WAs t THIS DESIGN AND/OR C E,E o W4440664 � 03.��.��
<br /> EDC STATIC TEST FACILITY R R 1 .02 �'�.`� q R. MORGAN 09.04.15 SHEET
<br /> �. SPECIFICATION IS APPROVED
<br /> A EDC STATIC TEST FACILITY - AS-BUILTS W3099715 CEI EO 10.03.16 � �' � � TITLE EDC STATIC TEST FACILITY - PHASE 2
<br /> - PH S B�E,�� AP ROVED BY DEPT. DATE R. MORGAN 09.04.15 S��
<br /> B EDC STATIC TEST FACILITY A E 2 W4440664 CEI EO 03.10.17 � CHECKED
<br /> .� 1 � E. OJALA a�.o4.,5 B U I L D I N G 45 012
<br /> � 33831 'w � JOB N0. COMP N0. '
<br /> �s�URAL E��Cy'��� APPROVED W3O997� �J � . ��T
<br /> ' SIDNAL F'� APPRov�° STRUCTURAL MASTER EVEREIT, �Iq °wc No. 45-012-S2C
<br /> 39 17
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