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SPECIAL INSPECTION <br />SEE NOTES 12 <br />CONTINUOUS <br />PERIODIC REMARKS <br />FOUNDATION I <br />EXCAVATION, GRADING AND FILL X <br />BY GEOTECHNICAL ENGINEER <br />2 <br />FINAL FOUNDATION PREPARATION <br />BY GEOTECHNICAL ENGINEER <br />5 <br />PLACEMENT OF FOUNDATION AND RETAINING l4ALL BACKFILL X <br />BY GEOTECHNICAL ENGINEER <br />CONCRETE I <br />INSPECTION OF REINFORCING STEEL <br />X <br />2 <br />INSPECTION OF REINFORCING STEEL MELDING IN ACCORDANCE <br />1gITH STEEL ITEM 5b BELOYq <br />5 <br />INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO X <br />AND DURING PLACEMENT OF CONCRETE WERE ALLOMIABLE <br />LOADS HAVE BEEN INCREASED <br />4 <br />VERIFYING U5E OF REQUIRED DESIGN MIX <br />X <br />5 <br />AT THE TIME FRESH CONCRETE 15 5AMPLED TO FABRICATE X <br />5PECIMEN5 FOR STRENGTH TESTS, PERFORM SLUMP AND <br />AIR CONTENT TE5T5, AND DETERMINE THE TEMPERATURE <br />OF THE CONCRETE <br />6 <br />IN5PECTION OF CONCRETE PLACEMENT FOR X <br />PROPER APPLICATION TECHNIQUES <br />i <br />INSPECTION FOR MAINTENANCE OF SPECIFIED CURING <br />TEMPERATURE AND TECHNIQUES <br />X <br />b <br />VERIFICATION OF IN-51TU CONCRETE STRENGTH, PRIOR TO <br />REMOVAL OF SHORES AND FORMS FROM BEAMS AND <br />STRUCTURAL 5LA55 <br />X <br />Q <br />IN5PECTION OF EMBED PLATES, BOLT5, AND OTHER EMBEDDED <br />ITEMS PRIOR TO AND DURING PLACEMENT OF CONCRETE <br />X <br />DRILLED IN i <br />PLACEMENT OF ADHESIVE ANCHORS, R005 AND D01NEL5 X <br />SEE NOTE 5 <br />AN6HOR5 2 <br />PLACEMENT OF EXPAN51ON AND 56REVi ANCHORS <br />X SEE NOTE 5 <br />STRUCTURAL I <br />MA50NRY <br />A5 MASONRY GONSTRUGTION BEGINS, THE FOLLOV41NG <br />SHALL BE VERIFIED TO ENSURE COMPLIANCE: <br />a. PROPORTIONS OF SITE -PREPARED MORTAR <br />X <br />b. CONSTRUCTION OF MORTAR JOINTS <br />X <br />c. LOCATION OF REINFORCEMENT AND CONNECTORS <br />X <br />2 <br />THE INSPECTION PROGRAM SHALL VERIFY: <br />a. 51ZE AND LOCATION OF STRUCTURAL ELEMENTS <br />X <br />b. TYPE, 51ZE AND LOCATION OF ANCHORS, INCLUDING <br />OTHER DETAILS OF ANCHORAGE OF MASONRY TO <br />STRUCTURAL MEMBERS, FRAMES OR OTHER <br />CON5TRUGTION <br />X <br />c. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT <br />X <br />cl. YNELDING OF REINFORCING BARS X <br />�. PROTECTION OF MASONRY DURING GOLD <br />WIEATHER (TEMPERATURE DELOIN 40°F) OR <br />HOT 4NEATHER (TEMPERATURE ABOVE qO®F) <br />X <br />5 <br />PRIOR TO GROUTING, THE FOLLOWII NG 5HALL BE <br />VERIFIED TO ENSURE COMPLIANCE: <br />a. GROUT SPACE 15 CLEAN <br />X <br />b. PLACEMENT OF REINFORCEMENT AND CONNEGTOR5 <br />X <br />c. PROPORTIONS OF 51TE-PREPARED GROUT <br />X <br />d. CONSTRUCTION OF MORTAR JOINTS <br />X <br />4 <br />GROUT PLACEMENT SHALL BE VERIFIED TO ENSURE X <br />COMPLIANCE YiITH CODE AND CONSTRUCTION <br />DOCUMENT PROVISIONS <br />5 <br />PREPARATION OF ANY REQUIRED GROUT 5PEGIMEN5, X <br />MORTAR 5PE6IMEN5 AND/OR PR15M5 SHALL BE OBSERVED <br />6 <br />COMPLIANCE YdITH REQUIRED INSPECTION PROVI51ON5 OF <br />THE 6ON5TRUCTION DOCUMENTS AND THE APPROVED <br />5UBMITTAL5 SHALL BE VERIFIED <br />X <br />2. CONTINUOUS INSPECTION MEANS THAT THE SPECIAL INSPECTOR 15 ON THE 51TE AT ,ALL TIME5 O65ERVIN6 THE WORK REQUIRING <br />SPECIAL INSPECTION (10C 1102). PERIODIC SPECIAL INSPECTION MEANS THAT THE SPECIAL INSPECTOR 15 ON SITE AT TIME <br />INTERVALS NE6E55ARY TO CONFIRM THAT ALL WORK REQUIRING 5PE6IAL IN5PE6TION IS IN COMPLIANCE. <br />3. IN5PE6TION OF DRILLED ANCHORS, INCLUDING EXPANSION AND ADHESIVE GROUTED ANCHOR5, AHERE SPECIFIED, 5HALL INCLUDE <br />VISUAL VERIFICATION OF DRILLED HOLE DEPTH, SPACING, EDGE D15TANCE5 AND HOLE CLEANING. FOR GROUTED ANCHORS, <br />GROUT INSTALLATION SHALL BE OBSERVED AND GROUT PRODUCT 5PECIFI6ATION AND PREPARATION SHALL BE VERIFIED. <br />4. ALL COMPLETE PENETRATION NEL05 SMALL BE TESTED ULTRA56NI( ALLY OR A5 OTHERWISE 5PECIFIED OR BY USING ANOTHER <br />APPROVED METHOD, <br />3. ALL WELDS SHALL BE V15UALLY INSPECTED. <br />6. INSPECTION OF PREFABRICATED CONSTRUCTION SHALL BE THE SAME AS IF THE MATERIAL USED IN THE CONSTRUCTION TOOK <br />PLACE ON 51TE. CONTINUOU5 INSPECTION WILL NOT BE REQUIRED DURING PREFABRICATION IF THE APPROVED AGENCY 6ERTIFIE5 <br />THE CONSTRUCTION AND FURN15HE5 EVIDENCE OF COMPLIANCE, <br />1. EXCEPTIONS: FASTENING OF WOOD 5HEATHIN6 USED FOR WOOD SHEAR WALL5, SHEAR PANELS, AND DIAPHRAGMS INHERE <br />FASTENER SPACING 15 MORE THAN 4" ON CENTER. <br />5. EXCEPTION5: <br />a) 5PECIAL INSPECTION 15 NOT REQUIRED FOR ARCHITECTURAL COMPONENTS IN 5TRUCTURE5 50 FEET OR LE55 IN HEIGHT. <br />b) CLADDING AND VENEER AEI6HIN6 5 P5F OR LE55. <br />c) INTERIOR NON -BE RING WALL5 WEIGHING 15 P5F OR LE55. <br />5MCIAL INSPECTION LCONT. <br />STRUCTURAL STEEL <br />I MATERIAL VERIFICATION OF HI(vHa5TRENGTH BOLTS, NUTS <br />T <br />AND WASHERS: <br />�. IDENTIFICATION MARKIN65 TO CONFORM TO A5TM <br />X <br />5TANDARD5 5PE61FIED IN THE APPROVED <br />CONSTRUCTION DOCUMENTS <br />b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED <br />X <br />2 IN5PECTION OF HIGH -STRENGTH BOLTING: <br />a. BEARING -TYPE CONNECTIONS <br />X <br />b. SLIP -CRITICAL CONNECTIONS <br />X <br />X <br />SEE A156360-05 <br />5ECTION5 M25 AND M5.4 <br />5 MATERIAL VERIFICATION OF STRUCTURAL 5TEEL: <br />IDENTIFICATION MARKIN65 TO CONFORM TO A5TM <br />X <br />STANDARDS SPECIFIED IN THE APPROVED <br />CONSTRUCTION 006UMENT5 <br />b. MANUFACTURER'5 CERTIFIED MILL TEST REPORTS <br />X <br />4 MATERIAL VERIFICATION OF WIELD FILLER MATERIALS: <br />a. IDENTIFICATION MARKINGS TO CONFORM TO A5 <br />X <br />5PEGIFICATION IN THE APPROVED CONSTRUCTION <br />DOCUMENTS <br />b. MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED <br />X <br />5 INSPECTION OF GELDING: <br />�. STRUCTURAL 5TEEL: <br />I) COMPLETE AND PARTIAL PENETRATION GROOVE <br />X <br />5EE NOTE 4 <br />WIELDS <br />2) MULTIPA55 FILLET WIELDS <br />X <br />3) SINGLE -PASS FILLET NELD5 > 5/16" <br />X <br />4) SINGLE -PASS FILLET WIELDS < 5/16" <br />X <br />SEE NOTE 5 <br />S) DECK AELDS <br />X <br />5EE NOTE 5 <br />b. REINFORCING STEEL: <br />1) VERIFICATION OF YiELDABILITY OF REINFORCING <br />X <br />STEEL OTHER THAN A5TM A 10(o <br />2) OTHER REI NFORC 1 % 5TEEL <br />X <br />�. OTHER NELDING: <br />1) ANCHORS AND STUDS <br />X <br />2) 5TAIR/RAILIN6 5Y5TEM5 <br />X <br />5) METAL DECK <br />X <br />4) LIGHT GAGE METAL FRAMING <br />X <br />6 INSPECTION OF STEEL FRAME JOINT DETAILS FOR <br />X <br />COMPLIANCE WITH APPROVED 6ON5TRU6TION DOCUMENTS: <br />�. DETAILS 5U6H A5 BRACING AND STIFFENING <br />b. MEMBER LOGATION5 <br />c. APPLICATION OF JOINT DETAILS AT EACH CONNECTION <br />COLD FRAMED <br />I MELDING <br />X <br />STEEL FRAMING <br />2 56REYN ATTACHMENT, BOLTING, ANCHORING, AND OTHER <br />X <br />FASTENING OF COMPONENTS NITHIN THE <br />5E15MIC®FORCE-RE5I5TIN6 5Y5TEM, INCLUDING STRUTS, <br />BRAGE5 AND HOLDOWNS <br />FOOD <br />I FIELD GLUING OPERATIONS OF ELEMENT5 OF THE <br />X <br />5EI5MIG-FORGE-RE515TINO 5Y5TEM <br />2 NAILING, BOLTING, ANCHORING, AND OTHER FASTENING <br />X <br />5EE NOTE I <br />COMPONENTS WIITHIN THE 5E15MIC-FORCE-RE515TING <br />5Y5TEM INCLUDING DRAG STRUTS, BRACES AND HOLDONN5 <br />ARCHITECTURAL <br />I DURING ERECTION AND FASTENING OF EXTERIOR CLADDING, <br />X <br />5EE NOTE 8 <br />COMPONENTS <br />INTERIOR NON -BEARING WIALL5, AND INTERIOR AND <br />EXTERIOR VENEER <br />MECHANICAL AND <br />I DURING ANCHORAGE OF ELECTRICAL EQUIPMENT FOR <br />X <br />ELECTRICAL <br />EMERGENCY OR 5TANDBY PONDER 5Y5TEM5 <br />GOMPONENTS <br />2 DURING INSTALLATION OF PIPING 5Y5TEM5 INTENDED TO <br />X <br />CARRY FLAMMABLE, GOMBU5TIBLE OR HIGHLY TOXIC <br />CONTENTS AND THEIR ASSOCIATED MECHANICAL UNITS <br />APPROVED <br />I APPROVED FABRICATORS MU5T 5UBMIT <br />SEE NOTE 6 <br />FABRICATORS <br />CERTIFICATE OF COMPLIANCE FOR ALL <br />OFF5ITE FABRICATORS SUCH AS STRUCTURAL <br />STEEL, 6LULAM5, CLT PANELS, ETC. <br />SHEET INDEX <br />51.0 <br />GENERAL NOTES <br />51.1 <br />GENERAL NOTES <br />51.2 <br />GENERAL NOTES 4 ABBREVIATIONS <br />51.5 <br />SPECIAL INSPECTION 4 SHEET INDEX <br />52.0 <br />FOUNDATION AND 5LAS-ON-GRADE PLAN <br />52.OA <br />F I RST FLOOR FRAMING PLAN <br />52.1 <br />MEZZANINE FIRST FLOOR FRAMING PLAN <br />52.2 <br />SECOND FLOOR FRAMING PLAN <br />52.5 <br />MEZZANINE SECOND FLOOR FRAMING PLAN <br />52.4 <br />THIRD FLOOR FRAMING PLAN <br />52.5 <br />ROOF FRAMING PLAN <br />55.0 <br />TYPICAL FOUNDATION/CONCRETE DETAILS <br />55.1 <br />CONCRETE/MA50NRY DETAILS <br />55.2 <br />CONCRETE DETAILS <br />55.5 <br />GRADE BEAM 4 H55 BASE DETAILS <br />55A <br />FOUNDATION 4 CONCRETE WALL DETAILS <br />55.5 <br />FOUNDATION DETAIL5 <br />54.0 <br />54.1 <br />1N00D FRAMING DETAILS <br />WOOD FLOOR FRAMING DETAILS <br />54.2 <br />WdOOD ROOF FRAMING DETAILS <br />55.0 <br />STEEL DETAILS <br />55.1 <br />STEEL CANOPY DETAILS <br />55.2 <br />5TEEL BALCONY DETAIL5 <br />55.5 <br />STEEL DETAILS <br />55.4 <br />STEEL DETAILS <br />55.10 <br />5TEEL BR6 FRAME ELEVATIONS <br />55.11 <br />STEEL BRB FRAME DETAILS <br />55.12 <br />STEEL BR13 FRAME DETAILS <br />55.15 <br />STEEL BRACED FRAME 4 DRAG STRUT DETAILS <br />51.0 <br />TYPICAL LIGHT GAUGE DETAIL5 <br />51.1 <br />TYPICAL LIGHT GAUGE DETAILS <br />51.2 <br />TYPICAL LIGHT GAUGE DETAIL5 <br />c� <br />It 88 0 9 <br />L t7 4 <br />tom <br />®(D <br />coy-�: <br />00 <br />C CN <br />T <br />Lo <br />co c >� <br />04 W� <br />1511 THIRD AVENUE <br />SUITE 323 <br />SEATTLE, WA 98101 <br />TEL 206.957.3900 <br />FAX 206.9573901 <br />M.quantumce.com <br />OCE PROJ.#:17315.03 DRAWN DY: TA P.M./P.E.: JNR/MDW <br />w <br />w <br />0 <br />n- <br />z <br />� > <br />w <br />Y <br />p�p) <br />