3003 W CASINO RD 2019 BLDG 40-22 Plans 2022-11-30

Q LL R -QH S "CAL \ S3 -CTO \ S A\ D TEST 9 -R BC 2315 w Q INDICATED ITEMS REQUIRING SPECIAL INSPECTION ARE IDENTIFIED UNDER COLUMNS "FREQUENCY OF INSPECTION" L,J AS PERIODIC OR CONTINUOUS OR UNDER COLUMNS INSPECTION ACTION AS PERFORM OR "OBSERVE". IF oc NO BOX IS CHECKED, EITHER THE TASK DOES NOT EXIST OR DOES NOT REQUIRE ANY SPECIAL INSPECTION. z w Q (z C0\CETE CO\STUCTIO\ (I3C 1705.3 & 1705. 12. 1 ) : r I ITEM FREQUENCY OF INSPECTION INSTRUCTIONS IsJ REINFORCING STEEL CONTINUOUS PERIODIC X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT AND RUST; THAT IT pc IS LOCATED AND SPACED PROPERLY; THAT HOOKS, BEND, TIES, STIRRUPS AND SUPPLEMENTAL W REINFORCEMENT ARE PLACED CORRECTLY; THAT to LAP LENGTHS, STAGGER AND OFFSETS ARE PROVIDED; AND THAT ALL MECHANICAL CONNECTIONS ARE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND/OR EVALUATION REPORT. CAST-IN BOLTS & EMBEDS CONTINUOUS X PERIODIC INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR WHERE STRENGTH DESIGN IS USED. POST-INSTALLED ANCHORS OR CONTINUOUS N PERIODIC ALL POST-INSTALLED ANCHORS/DOWELS SHALL DOWELS BE SPECIALLY INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. USE OF REQUIRED MIX DESIGN CONTINUOUS X PERIODIC VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED CONSTRUCTION DOCUMENTS; ACI 318;CH 4, 5.2-5.4; AND IBC 19004.3, 19.13.2, 1913.3. CONCRETE SAMPLING FOR STRENGTH CONTINUOUS X PERIODIC TESTS, SLUMP, AIR CONTENT, AND TEMPERATURE CONCRETE PLACEMENT CONTINUOUS PERIODIC Vv CURING TEMPERATURE AND CONTINUOUS [X PERIODIC VERIFY THAT THE AMBIENT TEMPERATURE FOR TECHNIQUES CONCRETE IS KEPT AT > 50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGH-EARLY- STRENGTH CONCRETE SHALL BE KEPT AT >50'F FOR AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED (SEE ACI 318:5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE >40T FOR THE SAME PERIOD OF TIME AS NOTED FOR CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE MATERIALS, REINFORCEMENT, FORMS, FILLERS, AND GROUND SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATER/CEMENT RATIO IS NOT EXCEEDED. ERECTION OF PRECAST CONCRETE CONTINUOUS PERIODIC M VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, ASSEMBLED AND BRACED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. FORMWORK CONTINUOUS PERIODIC X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. i r s { a '' its � 3 fi Architects p� ygq ®pc Inc. opyright o 2019 Thisitemhasbeenelectronically signed and sealed by AI c ii ects Engineers,J, i (Andrew H.Miller,PE)usinga digital signature and date. State of Washington printed copies/e this document are not considered signed and sealed and thesignaturzmustbeverifiedon L9nnnwood,Washington,98036 Certificate of Authorization any electronic copies. y g Architecture No.603235512 425 921-3500 Engineering No.3137��RY DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE cz_c 0� WASH�j ACCEPTABILITY BHECKED 09/17/19 STATEMENT OF SPECIAL INSPECTIONS A 09/17/19 A ISSUE FOR PERMIT - 767 RATE INCREASE FA BEL AHM 09/17/19 a ... f; iry 6r c ( THIS DESIGN AND/OR LAL 09/17/19 SHEET ir 4, ;+ SPECIFICATION IS APPROVED ENGINEER TITLE 767 RATE INCREASE — FA 2p ' �'�� ® (Z44... APPROVED BY DEPT. DATE CHECKED 09/17/19 7" r°71 BUILDING 40 022 12, „ 51998 �� APPROVED JOB NoEVE-18-30055-602 COMP NO. F ISTE v,�s�ONA L �� APPROVED STRUCTURAL MASTER EVERETT, WA DWG No. 40-022—S2p-602 anm• Ex®u rch 3