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FOUNDATOINR' CAST-IN-PI MTETNC.RFTE ANCHTPN. 0 L 1
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<br /> I. ADDENDUM No.4 OF THE GEOTECHNICAL REPORT WAS PREPARED FOR THE SUBJECT SHIELDING 1. CONTRACTORS SHALL CONTACT THE STRUCTURAL EOR IF CAST-IN-PLACE ANCHORS ARE MISSING OR 3 4,40\**%
<br /> TR SUCTURE BY GEOENGINEERS.INC.OF 17425 NE UNION HILL ROAD.SUITE 250,REDMOND.WA.PHONE: MISPLACED AFTER CONCRETE POUR. U 1.
<br /> (425)861-6000,DATED JUNE 24,2022(GEOENGINEERS FILE No.24415-001-OD).THE CONTRACTOR J' -
<br /> SHALL BE FAAIUAR WITH ALL SUPPLEMENTAL REPORT INFORMATION AND RECOMMENDATIONS CONTAINED 2. CAST-IN-PLACE ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS.
<br /> THEREIN. REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE STRUCTURAL EOR IN WRITING ALONG ,y
<br /> WITH EVIDENCE OF EQUAL OR GREATER CAPACITY FOR THE SPECIFIED CONNECTION. KApNAL 4p
<br /> 2. ALL FOUNDATIONS TO BEAR ON GRANULAR COMPACTED ENGINEERED FILL PER THE PROJECT CONTRACT d,
<br /> DOCUMENTS.THE CONTRACTOR IS DIRECTED TO THE GEOTECHNICAL REPORT IN THE PROJECT 3. ANCHOR EMBEDMENT SPECIFIED ON DRAWINGS IS THE'NOMINAL'ANCHOR EMBEDMENT.REFERENCE ME
<br /> SUPPLEMENTAL INFORMATION FOR ADDITION.INFORMATION.EXCAVATORS FOX FOUNDATIONS SHALL BE MANUFACTURER RECOMMENDATIONS FOR THE"EFFECTIVE"EMBEDMENT. ■■ ■■ /mn
<br /> OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OF CONCRETE FOR FOUNDATON. -m
<br /> 4. CLEAN DIRT,RUST OIL,AND LOOSE PAINT/COATINGS FROM ANCHORS PRIOR TO INSTALLATION.THREADS ON
<br /> 3. SOIL DESIGN CRITERIA,PER GEOTECHNICAL ENGINEER: THE PROJECTING PORTON OF THE ANCHOR ELEMENT SHALL BE PROTECTED FROM CONTAMINATION. gym$
<br /> 3.1. SOIL BEARING-2,500 PSF N'nF+
<br /> 3.1.1. 6 INCREASE ALLOWED PRESUMED CAPACITIES FOR SHORT TERM LOADS 5. INSTALL ANCHORS IN ACCORDANCE HITH THE SPACING AND EDGE CLEARANCES INDICATED ON THE s
<br /> 3.2. FRICTION COEFFICIENT-0.35 DRAWINGS,BUT NOT LESS THAN THE FOLLOWING ACI 318 CHAPTER 17.7 CODE MINIMUMS: In 1 3'o iJ
<br /> 3.3. PASSIVE PRESSURE-350 PCF 5.1. MINIMUM CENTER TO CENTER ANCHOR SPACING OF:
<br /> 4..CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL ROUTES AND UNDERGROUND BURIED ELEMENTS. 5.1.1. FIR TIMES TIE ANCHOR METER(VOA)
<br /> FOR ANCHOR THAT WILL NOT BE TORQUED. I `mar
<br /> 5.1.1. SIX TIMES THE ANCHOR DIAMETER(6•DA)FOR ANCHORS THAT WILL BE TORQUED. /
<br /> CONCBFTF' 5.2. MINIMUM EDGE DISTANCE MEASURED FROM THE ANCHOR CENTER UNE TO CONCRETE EDGE OF: kY
<br /> 5.2.1. PER THE REINFORCING CLEAR COVER REQUIREMENTS OUTLINED IN THE CONCRETE SECTION OF
<br /> 1. ALL CONCRETE SHALL.BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301.'SPECIFICATIONS 5. THESE GENERAL NOTES FOR ANCHORS THAT WILL NOT BE TORQUED.
<br /> FOR STRUCTURAL CONCRETE'.MIX PROPORTIONS SHALL BE PER Ad-301.SUBMIT MIX DESIGN FOR .3. IF
<br /> OSIX DICES THE ANCHOR DIAMETER(EAMA)FOR ANCHORS THAT WILL MIBE IMUMUED.
<br /> REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. 5.3. A CONFLICT SPACING
<br /> CIIS IDENTIFIED THOSE
<br /> BETWEEN THE MANUFACTURER D DRAWINGS RECOMMENDEDNT THEEIMTRUM EDGE DISTANCES O 8 Z A
<br /> ANTI/OR SPACING AND THOSE.INDICATED ON THESE CONTACT STRUCTURAL EOR. W� O
<br /> 2. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFlCALY APPROVED IN WRITING BY 6. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP W W m
<br /> THE CONCRETE SUPPLIER IN COMUNC110N WITH THE CONCRETE MIX DESIGN. GALVANIZING OR USE OF STAINLESS STEEL.ANCHORS SHALL BE GALVANIZED FOR FASTENING GALVANIZED F-W Q RI
<br /> STEEL TO CONCRETE,LINO.NUTS,WASHERS,AND OTHER HARDWARE USED WITH CAST-IN-PLACE ANCHORS Z
<br /> 3. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: SHALL HAVE A MATERIAL OR AN ALLOY DESIGNATION THAT IS COMPATIBLE HRH THE ANCHOR ROD/ALLOY. 7 Z N
<br /> JOPE Ye SILIMP w/e AR7. CAST-IN-PLACE ANCHORS SHALL NOT BE BENT AFTER BEING INSTALLED UNLESS PERMITTED BY THE U O:Iliad
<br /> FOUNDATION 6,000 psi 1-4' 0.45 OR STRUCTURAL EOR. _,-
<br /> 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6%(A)1.5R AR ENTRAINMENT BY VOLUME.NR 8. SPECIAL INSPECTION.SHELL BE PROVIDED FOR ALL CAST-IN-PLACE ANCHORS INSTALLATION AS REOUIRED 0
<br /> ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260. BY THE STRUCTURAL FOR IN THE DUALITY ASSURANCE SECTION OF THESE GENERAL NOTES.INDEPENDENT
<br /> ON-SITE PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE STRUCTURAL EOR.CONTACT TI K
<br /> .1 IMF
<br /> 5. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306.HOT WEATHER PLACEMENT SHALL CONFORM TO STRUCTURAL EOR FOR NUMBER OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED PROOF LOAD
<br /> AG-305. MAGNITUDE.
<br /> 6. MECHANICALLY VIBRATE ALL FORMED CONCRETE.DO NOT OVER-VIBRATE.PLACE CONCRETE MONOLITHICALLY
<br /> BETWEEN CONSTRUCTOR OR CONTROL JOINTS.PROTECT ALL CONCRETE FROM PREMATURE DRYING. BFINFRRFING WFI.
<br /> 7. CHAMFER ALL EXTERIOR CORNERS 1f UNLESS SHOWN OTHERWISE. 1. 315.REINFORG M NG STEEL SHALL CONFORM TO AS A615,GRADE 60.DETAIL
<br /> L AND PLACE ACCORDING TO ACI /1I Z
<br /> 8. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO 2. UNLESS NOTED OTHERWISE,MINIMUM COVER SHALL BE 1 TA"FOR�5 AND SMALLER BARS,2'FOR/8 Z O
<br /> OF THE ANCE w MIX DESIGN IS NOT EXCEEDED.WATER REDUCING NU ADMIXTURE SHALL 1T INAND LARGER BARS AND 3"WHEN POURED AGAINST EARTH. ALL REINFORCING STEEL SHALL BE el- Q
<br /> CONFORMANCE WITH ASTM494,USED Al CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS.SUBMIT SUPPORTED ON STANDARD APPROVED ACCESSORIES SUCH AS CHAIRS,SPACERS OR TIES,HELD RIGIDLY
<br /> ADMIXTURES TO ENGINEER FOR RENEW PRIOR TO CONSTRUCTOR. AND ACCURATELY IN PLACE,AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING THE PLACEMENT
<br /> 9. FIBER REINFORCING SHALL BE MASTEROBER MAC 360 FF DOSED AT 3 LB PER CUBIC YARD,OR AN OF CONCRETE. W Q
<br /> ALTERNATIVE APPROVED BY THE STRUCTURAL NOR.FIBER REINFORCING SHALL CONFORM TO ASIR A1116. 3. AL LAP SPLICES,WHEN NOT DIMENSIONED ON DRAWINGS.SHALL BE MINIMUM 48 BAR DIAMETERS OR
<br /> USAGE OF FIBER REINFORCING SHALL BE PER PROJECT SPECIFlGTONS. 24",WHICHEVER IS GREATER. NO MORE THAN 50R OF REINFORCING SHALL BE SPLICED AT ANY = Z
<br /> 10.AT OWNER'S UPTON,BORON CARBIDE MAY BE INCLUDED IN THE CONCRETE MIX UP TO A MAXIMUM OF LOCATION,UNLESS NOTED OTHERWISE.ALL HORIZONTAL REINFORCING AT FOOTING CORNERS SHALL HAVE
<br /> BENT BARS FULLY DEVELOPED TO BOTH SIDES PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318.BUT VI
<br /> TOR OF THE TOTALOWEIGHT PROVIDEDMETHODS,THAT MINIMUM DN MECHANICAL.BE STRENGTH,MID DURABILITY NOT LESS THAN 24" O
<br /> PROPERTIES ARE OBTAINED.MEANS, AND PROCEDURES SHALL THE RESPoNSBILIry OF THE
<br /> CONTRACTOR. 4. SPLICES SHALL BE MADE WHERE INDICATED ON THE STRUCTURAL DRAWINGS.SPUCES SHALL BE CONTACT 7-
<br /> 11.PORTLAND CEMENT SHALL BE TYPE I OR II IN CONFORMANCE WITH ASTM C150.AGGREGATES SHALL BE IN LAP SPUCES,UNLESS NOTED OTHERWISE. F1
<br /> CONFORMANCE WTH AS I C33 AND USE CRUSHED(NOT ROUND)GRAVEL OR STONE.COARSE 5, REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON.WELDED REINFORCING BARS WILL `• I
<br /> AGGREGATES SHALL NOT COGGED W.WATER SHALL BE CLEAN AND POTABLE. ONLY BE APPROVED IF EXPUCTRY SHOWN ON THE STRUCTURAL DRAWINGS OR IF WRITTEN APPROVAL IS
<br /> 12.COMPRESSIBLE MATERIAL USED TO PROVIDE A MEDIUM TO UNIT LOAD TRANSFER BeI1seEN EXISTING GIVEN BY TIE ENGINEER. W
<br /> FOOTINGS AND THE NEW MAT FOUNDATION SHALL BE OF RE FOOLD POLYSTYRENE OF A CELLULAR MOLDED 8. DOWELS AND OTHER MISCELLANEOUS STEEL EMDEDOED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED Z LLJ M
<br /> TOPE YWTH A DENSITY OF 1.5+/-0.25 POUNDS PER CUBIC OR AN APPROVED ALTERNATIVE. POSITION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING �/ 3 CA
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<br /> COMPRESSIBLE MATERIAL SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF THE WET CONCRETE. CONCRETE POUR.IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EMBEDDED ITEMS NOT SHOWN W }N ED
<br /> IN THE STRUCTURAL DRAWINGS. U F A
<br /> FORMWORK.SHORING.AND BRACING 7. ALL REINFORCING BENDS SHALL BE MADE COLO.BARS SHALL NOT BE UN-BENT AND RE-BENT.FIELD Z ~�♦H-W N Q
<br /> I. THESE DRAWINGS REPRESENT THE FINISHED STRUCTRUE.THEY DO NOT INDICATE THE METHOD OF BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED.NO BARS PARTIALLY EMBEDDED V N Z=3
<br /> CONSTRUCTION.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS, IN HARD CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE 0 ILA'
<br /> TECHNIQUES,SEQUENCES,PROCEDURES,LAGGING,SHORING,BRACING,FORA-WORK ETC.AS REQUIRED ENGINEER. =V r
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<br /> FOR THE PROTECTOR OF LIFE AND PROPERTY DURING CONSMUCRON.FORMS SHALL BE DESIGNED BY J W Z t
<br /> THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED B. DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHAL BE THE S ME GRADE,SIZE,SPACING AND O M
<br /> ITS SPECIFIED 28-DAY STRENGTH.FORMWORK,SUPPORTS,AND SHORING SHALL PROVIDE FINISHED NUMBER AS THE SPECIFIED VERTICAL REINFORCING,UNLESS NOTED OTHERWISE. w I-O LA P W
<br /> CONCRETE SURFACES AT ALL FACES:LEVEL,PLUMB,AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN >>
<br /> IN THE DRAWINGS. 9. APPROVED REBAR COUPLERS MAY BE USED AT THE CONTRACTOR'S OPTION TO AID PLACEMENT OF DOWELS = O-_
<br /> 2. TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACT 117,STANDARD TOLERANCES FOR THROUGH FORMS.MECHANICAL SPACES.SHALL DEVELOP 125X OF THE TENSILE STRENGTH OF THE REBAR.
<br /> CONCRETE CONSTRUCTION AND MATERIALS,UNLESS OTHERWISE SPECIFIED. THE CONTACTOR SHALL 10.ALL BARS SHALL BE MARKED SO THEIR IDENTFlCATWHENTHE FINAL IN-PLACE
<br /> ON CAN BE MADE
<br /> ENGAGE A UCENSE TH
<br /> SURVEYOR TO VERIFY THAT WORK IS WITHIN SPECIFIED TOLERANCES UNLESS WRITTEN INSPECTION OCCURS.
<br /> AUTHORIZATION IS OBTAINED FROM E ARCHITECT AND EOR TO PROVIDE TOLERANCE CONTROL USING THECT
<br /> CONTRACTOR'S OWN MEANS PRIOR TO BEGINNING WORK. ANCHOR REINFORCING. 11
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<br /> 3. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE I. ANCHOR REINFORCING SHALL.CONFORM TO TIE REQUIREMENS OF THE RdNFORDNG STEEL SECTION OF W
<br /> FOOT AS NOTED HEREIN IS NOT EXCEEDED. THESE GENERAL NOTES. F-
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<br /> 2. TENSION ANCHOR REINFORCING: Z
<br /> 2.1. PLACE ANCHOR REINFORCING AS CLOSE AS PRACTICABLE TO THE.ANCHOR.BUT NOT MORE THAN
<br /> HALF THE EFFECTIVE EMBEDMENT DEPTH FROM THE ANCHOR CENTERUNE. --I
<br /> 2.2. ANCHOR REINFORCING SHALL NOT BE URGER THAN#5 BAR(S). Q
<br /> d.
<br /> PREMANUFACTQBER CONNECTION HARDWARE. W
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<br /> 1. CONNECTIONBEG HARDWAREANIZ A BY THE SIMPSON MADE
<br /> OF SON RESIST N CA.ALL STEEL COWISE S 0
<br /> SHALL GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT,UNLESS OTHERWISE INDICATED. x
<br /> 2. EOUNALENT EQUIPMENT BY OTHER MANUFACTURERS MAY BE SUBMITTED TO THE FOR FOR APPROVAL, JOB No.
<br /> PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
<br /> 3. FASTENERS SHALL BE OF ME SAME MATERIAL OR PROTECTNE COATING AS THE CONNECTORS,DO NOT 2202-0023
<br /> MIX DIFFERING METALS IN THE SANE CONNECTION. DRAWN CRACKED
<br /> V. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS, NRW WITS
<br /> UNLESS NOTED OTHERWISE.
<br /> DATE 07/14/22
<br /> REASONS
<br /> SHEET SF1
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