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<br /> STRUCTURAL SHEETS: CONCRETE: 0 N-E 1
<br /> S1 GENERAL NOTES 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS IF THIs W DOES r =?c,of WASy�NTIiyO
<br /> S2 PLAN, SECTION, AND DETAILS FOR STRUCTURAL CONCRETE". MIX PROPORTIONS SHALL BE PER ACI-301. SUBMIT MIX DESIGN FOR rw-RE 1'THEN DI-ING
<br /> REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. IS NOT r0 SCAB
<br /> GENERAL STRUCTURAL NOTES: 21023856
<br /> 2. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: O AEGISTERE�
<br /> 1. THESE NOTES ARE GENERAL IN NATURE AND ARE INTENDED TO SET MINIMUM STANDARDS FOR fsS�ONAIE�G 4�ti
<br /> CONSTRUCTION. THE CONTRACTOR SHALL BE COMPLETELY FAMILIAR WITH THE CONTRACT DOCUMENTS AND TYPE Vc SLUMP w/o AIR 01�
<br /> HAVE A COPY OF THEM ON SITE AT ALL TIMES. SLABS 4,000 psi 1-4" 0.45 5%
<br /> 2. FOR ANY PORTION OF THE CONSTRUCTION WHICH THE CONTRACTOR IS UNABLE TO ASCERTAIN THE s
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<br /> REQUIRED CONSTRUCTION OR WHERE CONFLICTS EXIST, IT IS THE CONTRACTOR'S RESPONSIBILITY TO 3. FINISH CONCRETE TO MATCH ADJACENT (E) CONCRETE SLAB AND TOP OF (E) PRECAST PIT WALLS. Lu z _
<br /> REQUEST ADDITIONAL INFORMATION (RFIs) AND/OR CLARIFICATIONS BEFORE CONSTRUCTION. W 11
<br /> 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (t) 1% AIR ENTRAINMENT BY VOLUME. AIR
<br /> 3. ALL WORK SHALL BE IN STRICT CONFORMANCE WITH THE 2021 INTERNATIONAL BUILDING CODE (IBC) WITH ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260 AND C494. s oT
<br /> WASHINGTON AMENDMENTS. ALL BUILDING ELEMENTS AND COMPONENTS NOT SPECIFICALLY DETAILED IN m�+
<br /> THESE STRUCTURAL CONSTRUCTION DOCUMENTS SHALL BE FABRICATED AND CONSTRUCTED IN 5. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY co w
<br /> ACCORDANCE WITH THE MINIMUM STANDARDS OF THE IBC AS AMENDED BY THE STATE OF THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. Ln
<br /> WASHINGTON. z
<br /> 6. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO
<br /> 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS BEFORE CONSTRUCTION. THE ACI-305. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE
<br /> ARCHITECT AND ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM i
<br /> PREMATURE DRYING.
<br /> 5. THE CONTRACTOR, SUBCONTRACTORS AND SUPPLIERS SHALL ENSURE COORDINATION OF CONTRACTOR
<br /> SUPPLIED/DESIGNED ELEMENTS AND DEFERRED SUBMITTALS WITH ALL DESIGN DISCIPLINES WITHIN THE 7. CHAMFER ALL EXTERIOR CORNERS 1/2" UNLESS SHOWN OTHERWISE. O N
<br /> CONSTRUCTION SET. COORDINATION SHALL IDENTIFY AND RECONCILE CONFLICTS BETWEEN THE CD CD
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<br /> CONTRACTOR SUPPLIED/DESIGNED ELEMENTS AND THE CONSTRUCTION DRAWINGS PRIOR TO FABRICATION 8. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO z W OO
<br /> AND DELIVERY TO THE PROJECT SITE. THE PROJECT ENGINEER SHALL BE NOTIFIED IF CONFLICTS EXIST. OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN W U) 0-)
<br /> CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT = Q
<br /> 6. THE CONTRACT STRUCTURAL DRAWINGS REPRESENT THE FINISHED STRUCTURE. METHODS, PROCEDURES, ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. W Z H- 3�:
<br /> AND SEQUENCE OF CONSTRUCTION ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
<br /> SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN AND ENSURE THE INTEGRITY OF THE STRUCTURE 9. CEMENT SHALL BY TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN (> h
<br /> AT ALL STAGES OF CONSTRUCTION, INCLUDING DESIGN AND INSTALLATION OF ANY TEMPORARY SHORING CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE IW H
<br /> REQUIRED DURING CONSTRUCTION. AGGREGATES SHALL NOT EXCEED 3/4". WATER SHALL BE CLEAN AND POTABLE. _ Lc) L'-J
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<br /> 7. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN LIVE LOAD FOR THE STRUCTURE. PROVIDE W
<br /> 10. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. GRADE 40 MAY BE USED FOR #3 AND >
<br /> SHORING AND/OR BRACING WHERE LOADS EXCEED DESIGN CAPACITY AND WHERE STRUCTURES HAVE NOT SMALLER TIES AND STIRRUPS. DETAIL AND PLACE ACCORDING TO ACI MANUAL SP-66. _j ITT
<br /> ATTAINED DESIGN STRENGTH.
<br /> 8. CLADDING, WATERPROOFING, ARCHITECTURAL FEATURES, OTHER NON-STRUCTURAL FEATURES, AND PRECAST 11. UNLESS OTHERWISE NOTED, MINIMUM COVER SHALL BE 1 1/2" FOR #5 AND SMALLER BARS, 2" FOR #6
<br /> ELEMENTS ASSOCIATED WITH THE NEW PIT STRUCTURE ARE OUTSIDE THE STRUCTURAL SCOPE OF WORK. AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. SUPPORT REINFORCEMENT WITH APPROVED
<br /> ANY DEPICTION OF SUCH FEATURES ON THE STRUCTURAL DRAWINGS ARE NOT INTENDED TO BE USED FOR CHAIRS, SPACERS, OR TIES.
<br /> CONSTRUCTION. REPRESENTATION OF SUCH FEATURES ON THESE DRAWINGS MAY OR MAY NOT BE 12. ALL LAP SPLICES, WHEN NOT DIMENSIONED ON DRAWINGS, SHALL BE MINIMUM 48 BAR DIAMETERS OR
<br /> ACCURATE. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND UNDERGROUND BURIED ELEMENTS. 24", WHICHEVER IS GREATER. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY LOCATION,
<br /> UNLESS NOTED OTHERWISE. ALL HORIZONTAL REINFORCING AT CORNERS SHALL HAVE BENT BARS FULLY
<br /> SPECIAL INSPECTIONS: DEVELOPED TO BOTH SIDES PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318, BUT NOT LESS THAN 24" LIJry
<br /> 1. AN INDEPENDENT TESTING LABORATORY CHOSEN BY THE OWNER SHALL PROVIDE SPECIAL POST-INSTALLED CONCRETE ANCHORS NOTES:
<br /> INSPECTIONS IN ACCORDANCE WITH CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE FOR THE 1. ADHESIVE:
<br /> STRUCTURAL SYSTEMS OUTLINED HEREIN. ALL OTHER ELEMENTS SHALL COMPLY WITH THE ( �,
<br /> SPECIAL INSPECTION & TESTING REQUIREMENTS OF CHAPTER 17 OF THE INTERNATIONAL BUILDING 1.1. ADHESIVE ANCHORS SHALL BE INSTALLED BY QUALIFIED PERSONNEL TRAINED TO INSTALL
<br /> CODE. REQUIRED SPECIAL INSPECTION OF STRUCTURAL SYSTEMS OUTLINED IN THESE ADHESIVE ANCHORS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND WITH STRICT
<br /> CONSTRUCTION DOCUMENTS INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING AREAS OF WORK: ADHERENCE TO THE PROVISIONS WITHIN THE MANUFACTURER'S PRINTED INSTALLATION
<br /> A. CONCRETE: INSTRUCTIONS.
<br /> CYLINDER TESTS, SLUMP TEST, AIR CONTENT L 2 2. AT THE TIME OF ANCHOR INSTALLATION, IN ACCORDANCE WITH ACI 318-19 SECTION 17 .2,
<br /> li i. DURING PLACEMENT OF REINFORCING STEEL ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS.
<br /> DURING PLACEMENT OF CAST IN PLACE CONCRETE (CIP) 1.3. WHERE THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT REQUIRES ADHERENCE TO ACI
<br /> iv. POST-INSTALLED ADHESIVE CONCRETE ANCHOR
<br /> 318-19 SECTION 17.2.3, INSTALLATION OF ADHESIVE ANCHORS IN HORIZONTAL TO VERTICALLY
<br /> 2. EACH SPECIAL INSPECTION AND MATERIAL TESTING REPORT SHALL BE DISTRIBUTED TO THE OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE ANCHOR INSTALLER (AAI) AS
<br /> OWNER, CONTRACTOR, BUILDING OFFICIAL, AND ENGINEER OF RECORD IN A TIMELY FASHION. CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-19 SECTION 17.2.3. PROOF OFCURRENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO
<br /> 3. THE CONTRACTOR SHALL MAKE AVAILABLE ALL MEANS AND METHODS NECESSARY FOR THE SPECIAL COMMENCEMENT OF INSTALLATION. ^
<br /> INSPECTOR TO PERFORM THE REQUIRED INSPECTIONS. IN ADDITION, THE CONTRACTOR SHALL LL
<br /> NOTIFY THE OWNER AND SPECIAL INSPECTOR A MINIMUM OF 48 HOURS BEFORE THE TIME AT � O
<br /> WHICH THE SPECIFIED SPECIAL INSPECTION MAY BE PERFORMED. SUBMITTALS: �0- (n 00
<br /> THE CONTRACTOR SHALL PROVIDE THE STRUCTURAL FOR AND THE BUILDING OFFICIAL SUBMITTALS FOR APPROVAL, y rp, L.j U
<br /> FORMWORK, SHORING AND BRACING PRIOR TO FABRICATION OR CONSTRUCTION, FOR THE FOLLOWING ITEMS: V d H- W Q
<br /> 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF 1. CONCRETE MIX DESIGN AND PROPOSED ADMIXTURES ® W H
<br /> CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 2. CONCRETE REINFORCING AND DOWEL SHOP DRAWINGS _(D 1-
<br /> TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING, FORM-WORK, ETC, AS REQUIRED FOR 3. GEOFOAM PRODUCT DATA SHEETS �i W Z r W
<br /> THE PROTECTION OF LIFE AND PROPOERTY DURING CONSTRUCITON. FORMS SHALL BE DESIGNED BY THE
<br /> CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED ITS NOTE: �/ 0p O M W
<br /> SPECIFIED 28-DAY STRENGTH. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED CONCRETE 1. THE CONTRACTOR SHALL REVIEW AND STAMP SHOP DRAWINGS PRIOR TO SUBMITTAL. CONTRACTOR'S REVIEW G_ LT,
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<br /> SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN IN THE SHALL CHECK FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. I W = W
<br /> DRAWINGS.
<br /> 2. SHOP DRAWINGS ARE REVIEWED FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS,
<br /> 2. TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI 117, STANDARD TOLERANCES FOR RESPONSIBILITY FOR CORRECTNESS SHALL BE THE CONTRACTOR'S RESPONSIBILITY. SHOP DRAWINGS DO NOT
<br /> CONCRETE CONSTRUCTION AND MATERIALS, UNLESS OTHERWISE SPECIFIED. SUPERSEDE OR REPLACE CONTRACT DRAWINGS OR PROJECT SPECIFICATIONS. CHANGES OR SUBSTITUTIONS,
<br /> 3. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE OR DEVIATIONS FROM CONTRACT DRAWINGS AND/OR PROJECT SPECIFICATIONS WILL NOT BE ACCEPTED VIA
<br /> FOOT AS NOTED IN THE DRAWINGS PREPARED BY LANCE MUELLER & ASSOCIATES FOR THE "EVERETT TECH" SHOP DRAWINGS REVIEW. ALL SUCH MODIFICATIONS SHALL BE SUBMITTED SEPARATELY FOR THE STRUCTURAL
<br /> EOR'S REVIEW. (n
<br /> BUILDING, ADDENDUM #2 DATED AUGUST 20, 2021 IS NOT EXCEEDED. W
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<br /> JOB No.
<br /> 22020023
<br /> DRAWN CHECKED
<br /> EJM NRW
<br /> DATE 07/1 7/24
<br /> REVISIONS
<br /> SHEET
<br /> Sl 0F2
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