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GENERAL STRUCTURAL NOTES ABBREVIATIONS ttir"°R`t
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<br /> DESIGN CRITERIA FOUNDATION CONCENTRIC DRIVEN PILES AB ANCHOR BOLT FFG FOOTING li.
<br /> CODE: 2018 IBC/IRC&AMENDMENTS AS ADOPTED BY THE REVIEWING AGENCY/COUNTY. 1. FOUNDATION DESIGN PARAMETERS ASSUMED PER IRC/IBC VALUES: 1. °CONCENTRIC'OR DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED IN ACCORDANCE WITH THE ABV ABOVE GA GAUGE • fy17/-Z
<br /> ROOF 25 PSF SNOW(GROUND) FOOTING BEARING PRESSURE:1500 PSF 2018 INTERNATIONAL BUILDING CODE(IBC). AFF ABOVE FINISH FLOOR GALV GALVANIZED -...O,ygL 4-!'�
<br /> FLOORS LATERAL EARTH PRESSURE: 2. IT IS RECOGNIZED THAT THE SEATTLE BUILDING CODE(SBC)REQUIRES 8 INCH MINIMUM DIAMETER PIPE ALT ALTERNATE GLB GLULAM BEAM
<br /> RESIDENTIAL 40 PSF ACTIVE: 30 PCF(FREE) 40 PCF(RESTRAINED) FOR PIPE PILE INSTALLATION.THE APPROPRIATE ANALYSIS/EVALUATION AND TESTING REQUIREMENTS IN ALUM ALUMINUM GR GRADE
<br /> BALCONY/DECK 60 PSF PASSIVE: 350 PCF ACCORDANCE WITH SEATTLE DEPARTMENT OF CONSTRUCTION&INSPECTIONS(SDCI)DIRECTOR'S RULE APPROX APPROXIMATE GYP GYPSUM WALL BOARD
<br /> COEFFICIENT OF BASE FRICTION: 0.35 10-2009 ARE PROVIDED TO ALLOW FOR USE OF PILES LESS THAN 8 INCHES IN DIAMETER AS REQUIRED BY AYC ALASKAN YELLOW CEDAR HDG HOT-DIPPED GALVANIZED
<br /> GENERAL CONDITIONS BB BOX BEAM HDR HEADER
<br /> 2. SUBGRADE PREPARATION,DRAINAGE PROVISIONS,AND OTHER RELEVANT SOIL CONSIDERATIONS ARE SECTION 104.5 OF THE SBC.
<br /> 1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE STRUCTURAL BF BOTTOM FLUSH HF HEM FIR
<br /> TO BE IN ACCORDANCE WITH THE JURISDICTIONAL REQUIREMENTS. 3. DRIVEN PILES SHALL BE DESIGNED AND MANUFACTURED BY STABIL-LOC SYSTEMS,LLC,AND SHALL BE IN
<br /> ENGINEER OF ANY DISCREPANCIES HE MAY FIND BEFORE PROCEEDING WITH THE WORK; - BLDG BUILDING - HGT HEIGHT - -
<br /> 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE 3. ALL FOUNDATIONS ARE TO BEAR ON COMPETENT NATIVE SOILS OR STRUCTURAL FILL STRUCTURAL FILL ACCORDANCE WITH ESR-4121. BLKG BLOCKING HT HEIGHT
<br /> STARTING WORK.THE ARCHITECT/ENGINEER SHALL IMMEDIATELY BE NOTIFIED IN WRITING OF ANY IS TO BE COMPACTED TO 95%DENSITY PER ASTM D-1557. 4. ALL MATERIAL PROPERTIES OF DRIVEN PILE COMPONENTS SHALL COMPLY WITH ESR-4121.
<br /> 5. CORROSION PROTECTION OF ALL PILE COMPONENTS SHALL COMPLY WITH THE ICC-ES ACCEPTANCE BM BEAM IN INCH
<br /> DISCREPANCIES. CRITERIA FOR CORROSION PROTECTION OF STEEL FOUNDATION SYSTEMS USING POLYMER(EAA) BOT BOTTOM IT JOINT
<br /> CONCRETE BP BOTTOM PLATE
<br /> 3. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS SHALL COATINGS(AC228). MAX MAXIMUM
<br /> 1, REFERENCE STANDARDS:ACI-301,ACI-318,IBC.
<br /> BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND THE STRUCTURAL ENGINEER BEFORE BRG BEARING MIN MINIMUM UJ
<br /> MINIMUM CONCRETE STRENGTH(28 DAYS): 6. ALL PILE COMPONENTS SHALL BE GALVANICALLY ISOLATED FROM CONCRETE REINFORCING STEEL, BTWN BETWEEN o
<br /> PROCEEDING WITH ANY WORK SO INVOLVED, MISC MISCELLANEOUS BUILDING STRUCTURAL STEEL,ORANY OTHER METAL BUILDING COMPONENTS PER AC358 SECTION 3.9. LANEOUS o z
<br /> 4. IN CASE OF CONFLICT, NOTES AND DETAILS OF THESE STRUCTURAL DRAWINGS SHALL TAKE FOOTINGS AND STEM WALLS 3,000 PSI-5 SACK MIX BSMT BASEMEN
<br /> 7, THE SHAFT SHALL BE DESIGNED AND FABRICATED TO SUPPORT THE SPECIFIED DESIGN LOADS. NB NON-BEARING w
<br /> PRECEDENCE OVER THE°GENERAL NOTES"AND/OR"STANDARD DETAILS". BASEMENT FOUNDATION RETAINING WALLS 3,000 PSI-5 SACK MIX B/W BOTTOM OF WALL NO NUMBER D Z o
<br /> SLAB-ON-GRADE 2,500 PSI-5 SACK MIX 8. ONLY MANUFACTURER-APPROVED CONNECTORS,ADAPTORS,AND ACCESSORIES MAY BE USED. CANT CANTILEVER I- LIJ m
<br /> 5. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK,THE CONSTRUCTION SHALL BE THE OC ON CENTER 0
<br /> SLAB-ON-GRADE EXPOSED WEATHERING SURFACES 3,000 PSI 9. DRIVEN PILES SHALL BE INSTALLED VERTICALLY INTO THE GROUND WITH AN ALLOWABLE ANGLE OF 0 CONTROL JOINT z
<br /> SAME AS FOR SIMILAR WORK. INCLINATION OF 1 DEGREE FROM VERTICAL PER SECTION 5.7 OF ESRA121. PSF POUNDS PER SQUARE FOOT d
<br /> AIR-ENTRAINMENT 2.5%TO 5,5%FOR EXPOSED CONCRETE, CLG. CEILING w
<br /> 6. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS, OR DETAILS ON THESE 10. DRIVEN PILES SHALL BE INSTALLED TO THE MINIMUM FORCE REQUIRED TO PROVIDE THE MINIMUM PSI POUNDS PER SQUARE INCH w
<br /> 2. MIXING:COMPLY WITH ACI-301.DO NOT EXCEED THE AMOUNT OF WATER SPECIFIED IN THE APPROVED CU CEILING JOIST Z W z
<br /> DRAWINGS. REQUIRED LOAD CAPACITIES INDICATED ON PLAN INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). PT PRESSURE TREATED (7
<br /> MIX.PROPORTIONS OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLECUE CLEAR Z z
<br /> 7. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY THE MAXIMUM INSTALLATION FORCE SHALL NOT EXCEED THE ALLOWABLE CAPACITY OF ANY INDIVIDUAL CMU CONCRETE MASONRY UNIT RAF RAFTER O Q w
<br /> MIX WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER REF REFERENCE
<br /> CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE OR CAUSE COMPONENT OF THE ASSEMBLY. COL COLUMN
<br /> 3. PLACING: COMPLY WITH ACI-301.PROVIDE A 3/4 INCH CHAMFER ALL EXPOSED CONCRETE EDGES, REINF REINFORCEMENT
<br /> DISTRESS TO THE STRUCTURE. 11. ALL BRACKETS AND PILE ASSEMBLY COMPONENTS SHALL HAVE ADEQUATE CAPACITY TO ACHIEVE THE CONC CONCRETE
<br /> UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS.
<br /> 8. THE CONTRACTOR SHALL SUPERVISE AND DIRECT HIS WORK AND HE SHALL BE SOLELY RESPONSIBLE MINIMUM REQUIRED BEARING CAPACITY INCLUDING A FACTOR OF SAFETY NO LESS THAN TWO(2). CONN CONNECTION REQD REQUIRED
<br /> 4. SLUMP:4"PLUS OR MINUS ONE INCH.DO NOT ADD WATER TO MIX TO INCREASE SLUMP.GREATER
<br /> FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. PROVIDE 12. THE PILE QUANTITY,LAYOUT,AND SPACING INDICATED ON PLAN SHALL NOT BE CHANGED WITHOUT CONST CONSTRUCTION SF SQUARE FOOT
<br /> ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. SLUMP, ACCELERATED SET, OR HIGH EARLY STRENGTH MAY BE ACHIEVED BY USING APPROVED WRITTEN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO INSTALLATION. CON- CONTINUOUS SIM SIMILAR
<br /> ADMIXTURES.
<br /> 9. ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE 13. SPECIAL INSPECTION IN ACCORDANCE WITH IBC SECTION 1705.7 IS REQUIRED FOR INSTALLATION OF THE CIR CENTER SPF SPRUCE PINE FIR
<br /> 5. CURING:COMPLY WITH ACI-301.KEEP CONCRETE MOIST FOR SEVEN DAYS MINIMUM. DEf DETAIL STD STANDARD
<br /> INTERNATIONAL BUILDING CODE,AND ALL OTHER REGULATING AGENCIES EXERCISING AUTHORITY OVER 6. ]OINTING:PROVIDE ADEQUATE JOINTING TO MINIMIZE EFFECTS OF VOLUME CHANGE.JOINTS SHOWN STABIL-LOC FOUNDATION PIERING SYSTEM.A GEOTECHNICAL SPECIAL INSPECTOR MUST VERIFY AND
<br /> ANY PORTION OF THE WORK. RECORD THE FOLLOWING: DF DOUGLAS FIR(SOUTH) SYP SOUTHERN YELLOW PINE
<br /> MAY BE ADJUSTED AT CONTRACTOR'S OPTION,WITH PRIOR APPROVAL FROM ENGINEER. DFL DOUGLAS FIR LARCH
<br /> 10. SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. A. VERIFICATION OF MANUFACTURER PRODUCT MODEL NUMBERS T/ TOP OF
<br /> 7. WEATHER EXTREMES: COMPLY WITH ACI 305R FOR HOT WEATHER.COMPLY WITH ACI 306R FOR COLD DIM DIMENSION
<br /> WHERE THE NOTES,DRAWINGS,AND/OR SPECIFICATIONS DIFFER,THE MORE STRINGENT REQUIREMENT B. TYPES,CONFIGURATIONS,AND IDENTIFICATIONS OF HYDRAULICALLY DRIVEN STEEL PIER T/C TOP OF CONCRETE
<br /> WEATHER. DJ DOUBLE JOIST -
<br /> SHALLAPPLY. SEGMENT AND ADJUSTABLE HEAD ASSEMBLY AS SPECIFIED IN ESR-4121 AND THE CONSTRUCTION T/P TOP OF PLATE
<br /> 11. REFER TO THE ARCHITECTURAL DRAWINGS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES 8. WATER/CEMENT RATIO SHALL NOT EXCEED 0.50(BY WEIGHT),TYPICAL. DOCUMENTS. DTA DIAMETER T/S TOP OF STEEL REVISIONS
<br /> OR THE STRUCTURAL DRAWINGS. C. INSTALLATION PROCEDURES,ANTICIPATED AND ACTUAL PILING DEPTH DN DOWN T/W TOP OF WALL A, ,- ';.
<br /> REINFORCING STEEL DS DOWN SPOUT ......_L_._.____.-.
<br /> 12. NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. D. TIP ELEVATIONS,THE INSTALLATION PRESSURE AND FINAL DEPTH OF THE DRIVEN FOUNDATION TF TOP FLUSH
<br /> 1. REFERENCE STANDARDS:ACI"DETAILING MANUAL"(SP-66);CRSI MANUAL OF STANDARD PRACTICE EA EACH
<br /> 13. DISCREPANCIES FOUND BETWEEN STRUCTURAL DRAWINGS AND OTHER DOCUMENTS ARE TO BE NOTED SYSTEM TJ TRIPLE JOIST
<br /> IN WRITING TO THE ENGINEER PRIOR TO CONSTRUCTION. (MSP-1) EF EACH FACE
<br /> E. INCLINATION AND POSITION/LOCATION OF HYDRAULICALLY DRIVEN PIER SEGMENTS T/BM TOP OF BEAM 2. MATERIALS: El EXPANSION JOINT _
<br /> 14. ALL CONSTRUCTION SHALL BE DONE WITH MATERIALS,METHODS,AND WORKMANSHIP ACCEPTED AS F. COMPLIANCE OF THE INSTALLATION WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THIS ELEV ELEVATION T/SLABTOP OF SLAB
<br /> GOOD PRACTICE BY THE CONSTRUCTION INDUSTRY IN CONFORMANCE TO THE PROVISIONS OF THE REINFORCING STEEL:ASTM A615,GRADE 60 EVALUATION REPORT. TP TOP PLATE
<br /> 3. SPLICES: EN EDGE NAILING(PANEL)
<br /> "INTERNATIONAL BUILDING CODE"(IBC),AND STANDARDS REFERENCED THEREIN, 14. PILES IMPROPERLY INSTALLED BECAUSE OF MISLOCATION,MISALIGNMENT,OR FAILURE TO MEET OTHER EQ EQUAL TYP TYPICAL
<br /> 15, STRUCTURAL STABILITY OF ALL NEW AND EXISTING STRUCTURES DURING CONSTRUCTION SHALL BE LAP CONTINUOUS REINFORCING BARS 48 BAR DIAMETERS,UNLESS OTHERWISE NOTED. PROVIDE SPECIFIED DESIGN/INSTALLATION CRITERIA ARE NOT ACCEPTABLE.ABANDON REJECTED PILES AND ES EACH SIDE UNO UNLESS NOTED OTHERWISE
<br /> THE RESPONSIBILITY OF THE CONTRACTOR.THIS INCLUDES EXCAVATIONS,COLUMNS,EQUIPMENT CORNER BARS FOR ALL HORIZONTAL REINFORCEMENT. INSTALL ADDITIONAL PILES AS REQUIRED. EW EACH WAY UPA UNDER POST ABOVE
<br /> LOADS,MATERIAL LOADS,AND OTHERS.OBSERVATIONS BY THE ENGINEER-OF-RECORD DO NOT 4. COVER: FB FLUSH BEAM UWA UNDER WALL ABOVE
<br /> INCLUDE INSPECTIONS OF TEMPORARY LOADING AND STABILITY DURING CONSTRUCTION. FOOTINGS 3 INCHES DRIVEN PILE PROOF TESTING FIN FINISH VERT VERTICAL
<br /> SLABS 2 INCHES THE CAPACITY OF THE INSTALLED PILES SHALL BE VERIFIED BY FIELD TESTING OF A MINIMUM THREE3 .PROJECT NAME
<br /> 16. MINIMUM ASSUMED SOIL BEARING CAPACITY........._....3,000 PSF O FL FLOOR VIE VERIFY IN FIELD ...........T...----...--......-....
<br /> 5. FORMED SURFACES: PERCENT OF PILES UP TO FIVE(5)PILES MAXIMUM(ONE(I(MINIMUM)IN ACCORDANCE WITH THE PROCEDURE FLSHG FLASHING W/ WITH 1503 VIRGI NIA AVE
<br /> WEATHER FACE-1-1/2 INCHES,#5 BARS AND SMALLER 2 INCHES,#6 BARS AND LARGER OUTLINED IN ASTM D1143 AND/OR THE 2018 INTERNATIONAL BUILDING CODE(IBC).THE MAXIMUM TEST LOAD FND FOUNDATION WC WESTERN CEDAR EVERETT,WA
<br /> INTERIOR FACE..3/4 INCH FOR SLABS AND WALLS 1-1/2 INCHES FOR BEAMS AND COLUMNS SHALL BE TWO-HUNDRED(200)PERCENT OF THE SPECIFIED DESIGN LOAD, FP FIREPLACE WP WATERPROOF 98201
<br /> CONCRETE ANCHORS FT FOOT WWF WELDED WIRE FABRIC
<br /> 1. ALL SPECIFIED CONCRETE ANCHORS SHALL BE SIMPSON STRONG TIE,HILTI,OR EQUIVALENT.SPECIAL PROJECT NUMBER
<br /> INSPECTIONS REQUIRED.
<br /> S200817-5
<br /> S1. ERE ND C. DEL SPECIAL INSPECTIONS SCHEDULE
<br /> 1. REFERENCE STANDARDS:DESIGN,FABRICATION AND ERECTION ARE TO BE IN ACCORDANCE WITH THE DRAWN BY-ZT
<br /> LATEST EDITION OF THE AISC"CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES".
<br /> 2. MATERIALS: SPECIAL INSPECTIONS TABLES PER THE 2015 IBC.ALL ITEMS NON-APPLICABLE ITEMS HAVE BEEN
<br /> BOLTS-ASTM A307,UNLESS OTHERWISE NOTED MARKED WITH A-'.ITEMS REQUIRING SPECIAL INSPECTION HAVE BEEN MARKED WITH AN'X'. CHECKED BY-M RT
<br /> WE BEAMS-ASTM A572-50(Fy=50,000 PSI) TABLE 1705.3 TABLE 1705.7
<br /> HSS ROUND COLUMNS-ASTM A500 Gr.B(Fy=42,000 PSI) REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS SHEET DATE-04/24/2021
<br /> HSS RECTANGULAR COLUMNS-ASTM A500 Gr.B(Fy=46,000 PSI) SCALE
<br /> CONTINUOUS REFERENCED TYPE CONTINUOUS SPECIAL INSPECTION PERIODIC SPECIAL INSPECTION
<br /> ALL OTHER STEEL-ASTM A36(Fy36,000 PSI) TYPE SPECIAL PERIODIC SPECIAL IBC A Verify materials,sizes and lengths comply with
<br /> = INSPECTION STANDARD' REFERENCE X -
<br /> INSPECTIONthe requirements. -
<br /> 1.Inspect reinforcement lncldIng prestressing ACI 318 CA.20,25.2, 79084 2.Determine capacities of test elements and Conduct % -
<br /> STRUCTURAL STEEL WELDING tendons,and verity placement, - - 253.26.5.1-26.5.3 addmonafload tests,as required. I
<br /> 2 Reinforcing bar welding'. 3.Inspect drtring operations and maintain complete and x -
<br /> 1. CONFORM TO THE AWS CODES D1.1 AND D1.3.,AND USE ONLY CERTIFIED WELDERS.WELDS NOT a.veetyeeldadliy of reinforcing bars accurate records for each element. _
<br /> SPECIFIED ARE TO BE 1/4"CONTINUOUS FILLET MINIMUM.USE DRY E70 ELECTRODES. other than ASTM A 706: - - AWS D1.4 4.Veiny ac fhiaaK ohs anora nelboer or confirm
<br /> b.Inspect single-pass fillet welds,maximum AG 318'26.5.4 type andper
<br /> s/ and - foot of penetration,determine required penetrations to X -
<br /> tions
<br /> ALTERNATES: to achieve
<br /> nd do design
<br /> any damag recordo foundatio
<br /> n element.
<br /> c.Inspect all other welds. - - • -
<br /> 1. ALTERNATE ASSEMBLIES AND MATERIALS WILL BE CONSIDERED FOR REVIEW.ENGINEER MAY REQUEST 3.Inspect anchors cast In concrete. - - AG S.For steel elements,perform additional special 318:17.8.2 - inspections In For
<br /> performnce a Sensor lr . - - -
<br /> PAYMENT FOR REVIEW;CONTRACTOR WILL BEAR BURDEN FOR ADDITIONAL PAYMENT AT NO ADDITIONAL 4.Inspect anchor post-Installed In hardened 6.For concrete elements and concrete-filled elements,
<br /> COST TO OWNER, concrete members,° perform tests and addlonal special inspections In - -
<br /> a.Adhesive anchors Installed In horizontally accordance with Section 1705.
<br /> LI.I
<br /> or upwardly Inclined orientations to resist - - ACI 318 17.8.2.4 - 7.Fa specialty elements,perform additional inspections
<br /> JOBSITE SAFETY: sustained tension toads. as detenrsned by the registered design protessional In - - I-
<br /> b.Mechanical anchors and adnesNe anchors responsible cname. 0
<br /> 1. THE ENGINEER AND/OR ARCHITECT HAVE NOT BEEN RETAINED OR COMPENSATED TO PROVIDE DESIGN notdemred in4.a - - Z
<br /> ACI 318:Ch.19, 19041.19042,
<br /> AND/OR CONSTRUCTION REVIEW SERVICES RELATED TO THE CONTRACTOR'S SAFETY PRECAUTIONS OR 5.Verily use of required design inn. - - 26.4.3,26.4.4 19013.2.1908.3
<br /> TO MEANS,METHODS, SEQUENCES OR PROCEDURES FOR THE CONTRACTOR TO PERFORM TECHNIQUES, 6.PnortoConcrete placement,fabricate specimens ASTM C 172 g
<br /> for strength tests.perform slump and air - ASTM C 31 1908.10
<br /> mu m
<br /> HIS WORK.THE UNDERTAKING OF PERIODIC SITE VISITS BY THE ENGINEER AND/OR ARCHITECT SHALL content tests.and determine temperature of AG 316:26.4.5,26.12 0
<br /> the concrete.
<br /> NOT BE CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION NOR MAKE HIM RESPONSIBLE FOR 7.lnspecl concrete and shotcrete placement for 1908.6.1908.7.
<br /> PROVIDING A SAFE PLACE FOR THE PERFORMANCE OF WORK BY THE CONTRACTOR,SUBCONTRACTORS, proper application techniques. - - AG iota:z6.a.5 i9o58 D
<br /> 6Veny maintenance of specified cunng _ - - ACI 318:26.47-26.4.9 19089 Ce
<br /> SUPPLIERS OR THEIR EMPLOYEES,OR FOR ACCESS,VISITS,USE,WORK,TRAVEL,OR OCCUPANCY BY ANY temperature and lecnngues,
<br /> 9.Inspect prestressed concrete tor, (-
<br /> PERSON. a,Application of prestressing forces:and - - AD 318-26.9.2i - If)
<br /> b.Gecete b nbo dedof precast
<br /> astcre members.
<br /> - - AG 318.Ch.923 _ �,I TY O F EVERETT J I-'
<br /> 10.Inspect erection IXprecast concrete members. - - ACI 318:Ch.26.8 - -- :'
<br /> O t
<br /> 11.Verily In-situ concrete strength,pnor10 stressing
<br /> or tendons In post-tensioned concrete and - - AG 318:26.t0.2
<br /> prior to removal of shores and forms tan LL
<br /> beams and structural slabs T(��T //REVIEWED ��\) Lii
<br /> 12.Inspect formwork tar Shape,location and L O Y 4 i FOR PERMIT Uz•I
<br /> formed.
<br /> of the concrete member being - - AC1318:26.10.1(b) - /f1 iu
<br /> paned. V 2ell IA
<br />
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