1313 75TH ST SW BLDG A 2025 Plans 2025-11-07

0 Nom 1 30HIV Se WA3N��'•'v irnris eAN oaesxmNe+.sur�r z ^Om STATEMENT OF SPECIAL INSPECTION NOTES: xsHONAxwo sxorroscue 3' =o �q� GENERAL•SPECIAL INSPECTIONS F�0 URALZ ��` o 1. AN INDEPENDENT TESTING LABORATORY,SELECTED AND ENGAGED BY THE OWNER,SHALL PROVIDE SPECIAL INSPECTIONS IN CODE OR FREQUENCY(NOTES) SYSTEM OR MATERIAL WA CODE STANDARD REMARKS ��rONAL ENO yti ACCORDANCE WITH CHAPTER 17 OF THE IBC AND OF THE TYPE AND FREQUENCY OUTLINED IN THE QUALITY CONTROL SECTION OF oti, THESE GENERAL NOTES.SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE 2021 IBC,CONTRACT DOCUMENTS AND REFERENCE REFERENCE CONTINUOUS PERIODIC w APPROVED SUBMITTALS.REFER TO SPECIAL INSPECTION AND TESTING TABLES FOR PROJECT REQUIREMENTS. FS 2. W SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY CERTIFICATES OF COMPLIANCE,REPORTS OF iv MEETING THE REQUIREMENTS OF ASTM E329(MATERIALS),AND REGISTED IN THE WABO SPECIAL INSPECTION REGISTRATION SUBMITTALS TO THE BUILDING OFFICIAL 1704.5 X P M MATERIAL PROPERTIES SHALL RE-CONSTRUCTION TESTS,OR REPORTS OF BE SUBMITTED = N a PROGRAM PER WABO STANDARD 1701. THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL ENGINEER A TO THE BUILDING OFFICIAL. COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING w R INSPECTORS SHALL BE QUALIFIED PER SECTION 6.1.4.1(1)OF AWS 01.1. POST INSTALLED MECHANICAL ANCHORS AND ADHESIVE 9 X st e m ANCHORS IN HARDENED CONCRETE y r X3 3. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION ot m~ DOCUMENTS.ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN CONCRETE-SPECIAL INSPECTIONS 5 THE INSPECTION REPORTS. IBC CODE CODE OR WA FREQUENCY(NOTE s) am ke 4. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL,STRUCTURAL SYSTEM OR MATERIAL REFERENCE STANDARD REMARKS O >_ 3:: N ENGINEER,CONTRACTOR,AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT STATING THAT THE REFERENCE CONTINUOUS PERIODIC Z w .U3 in rn WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION z DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. Lu Z H 3 V � n 5. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL INSPECTOR TO PERFORM THE SPECIAL INSPECTIONS OF CONCRETE SHALL `"w REQUIRED INSPECTIONS. IN ADDITION,THE CONTRACTOR SHALL NOTIFY THE OWNER AND SPECIAL INSPECTOR A MINIMUM OF 48 GENERAL ACI318:26.13 1705.3 1901.E CONFOR 1705.3 OF THE IBC AND SECTION 26.13 OF ACI MTO THE REQUIREMENTS OF SECTION = w W HOURS BEFORE THE TIME AT WHICH THE SPECIFIED SPECIAL INSPECTIONS MAYBE PERFORMED. 318. 6. INSPECTION TYPES: Q CONTINUOUS:THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. INSPECT REINFORCEMENT AND VERIFY PLACEMENT Table 1705.3 ACI318:CH.20,25.2,25.3, X REINFORCING TO COMPLY WITH ALL CODE PERIODIC:THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN APPROVED SPECIAL 1901.5 225.2,2 z .6.3 PROTECTION,SPACING AND TOLERANCE LIMITS. INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE Table 1705.3 WORK. ACI318:CH.19, C LLJ OBSERVE:OBSERVE THESE FUNCTIONS ON A RANDOM,DAILY BASIS.OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS. VERIFYING USE OF REQUIRED MIX DESIGNS) 1904. X G 26.4.3,26.4.4 PERFORM:INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE ITEM. 1904.2 � CONCRETE SPECIMENS FOR TESTING Table 1705.3 ASTM C31 X CONCRETE SPECIMENS FOR TESTING.SEE THE M ASTM C172 PRIOR TO CONCRETE PLACEMENT,FABRICATE 7. PERFORM INSPECTION PRIOR TO FINALACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE MADE BY A GIVEN WELDER,WITH THE AC1318:26.5, CONCRETE TESTING TABLE FOR ADDITIONAL WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, 26.12 INFORMATION. LLJ THE PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE,AND THE WELDER SHALL PERFORM THIS TASK. ACI 318:26.5, SHOULD THE INSPECTOR DETERMINE THATTHE WELDER HAS DISCONTINUED PERFORMANCE OF THIS TASK,THE TASK SHALL BE CONCRETE PLACEMENT Table 1705.3 26.13.3.2 a X (/) RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER CONCRETE CURING Table 1705.3 ACI 318:26.5.3- X VERIFY MAINTENANCE OF SPECIFIED CURING (/) WILL PERFORM THE INSPECTION TASKS LISTED. 26.5.5 TEMPERATURES AND TECHNIQUES Li j 8. SPECIAL INSPECTION OF MECHANICAL POST INSTALLED ANCHORS SHALL BE IN STRICT CONFORMANCE WITH THE(CC REPORT AND ACI 318: SPECIAL INSPECTIONS APPLY TO SHAPE, O MANUFACTURER'S INSTALLATION REQUIREMENTS.ANCHOR INSTALLERS SHALL BE QUALIFIED AS REQUIRED BY JURISDICTION VERIFICATION OF FORMWORK Table 1705.3 26.11.1.2(b), X LOCATION AND DIMENSIONS OF THE CONCRETE REQUIREMENTS. cli 28.13.3.3 MEMBER BEING FORKED CD 8.1. INSPECTION REPORTS SHALL IDENTIFY NAMES OF INSTALLERS. 0- I uCo 8.2. SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR INSTALLATIONS STATING THAT THE ANCHORS CONCRETE-TESTING z COP `r' 3: WERE INSPECTED PER APPROVED ANCHOR EVALUATION REPORT. U J w w 9. QUALITY ASSURANCE(QA)IS REQUIRED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341 UNLESS SPECIFICALLY NOTED WAIBC CODE CODE OR W O W OTHERWISE.QUALITY CONTROL(QC)TO BE PROVIDED BY THE FABRICATOR,ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS SYSTEM OR MATERIAL REFERENCE STANDARD FREQUENCY(NOTE 6) REMARKS = a v a!APPLICABLE.CONTRACTOR AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360 SECTION N3 AND REFERENCE AISC 341 SECTION J2. CONTRACTOR RESPONSIBILITY: CONCRETE STRENGTH 1705.3 ASTM C39 EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN VIAND-OR SEISMIC-FORCE-RESISTING SYSTEM,DESIGNATED CONCRETE SLUM ASTM C172 EACH 150 CY NOR LESS THAN SLUMP ASTM C31 ASTM C143 EACH 5000 SF OF SLAB OR FABRICATE SPECIMENS AT TIME FRESH CONCRETE IS PLACED SEISMIC SYSTEM OR A WIND-OR SEISMIC-RESISTING COMPONENT LISTED THE TABLES SHALL SUBMITA WRITTEN STATEMENT OF CONCRETE AIR CONTENT ACI 318 26.12, ASTM C231 WALL PLACED EACH SHIFT Q RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. ACI 318 26.5 U THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: CONCRETE TEMPERATURE ASTM C10M ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. 02-0 M (3) #5x F Z 1. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS a Q APPROVED BY THE BUILDING OFFICIAL. z 2. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,THE METHOD AND FREQUENCY OF 0 REPORTING AND DISTRIBUTION OF THE REPORTS. U o LLJ 3. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S)EXERCISING SUCH CONTROL AND THEIR POSITION(S)IN THE r__j ORGANIZATION. THICKENED EDGE BEYOND NOTE:DETAIL IS SCHEMATIC U TO REPRESENT EMBEDMENT Z a DEPTHS OF ANCHOR TYPES a Q J - - o U Q #5 BARS AT 12" O.C. " LLI H EACH WAY, CENTERED IN PLATE WASHERS-CIRCULAR OR a W SLAB SQUARE PLATE WASHERS MEETING THE H � BASE PLATE SPECIFIED SIZE ARE ACCEPTABLE JOB N.. T 2405-0007 EMBEDMENT a DRAWN CHECKED Tic NRW DATE 02/25/2025 y� REVISIONS F TYPICAL FOUNDATION CORNER DETAIL , TYPICAL ANCHORAGE DETAIL 2 SHEET 1^ = 1'-0" S2 „ = 1'-o" S2 o S2 OF 3 21282025 4:08:08 PM