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<br /> FOUNDATIONS: CAST-IN-PLACE CONCRETE ANCHORS: 0 1 \l c HN ,, ,
<br /> 1. 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 IF TON TNT DOES NOT "�� 41,\�*r��
<br /> P. MEASURE 1'THEN CROWING 3N N■ i'J
<br /> STRUCTURE BY GEOENGINEERS, INC. OF 17425 NE UNION HILL ROAD, SUITE 250, REDMOND, WA. PHONE: MISPLACED AFTER CONCRETE POUR. Is NOT TO SCALE V
<br /> (425) 861-6000, DATED JUNE 24, 2022 (GEOENGINEERS FILE No. 24415-001-00). THE CONTRACTOR
<br /> SHALL BE FAMILIAR 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 101l 822a
<br /> WITH EVIDENCE OF EQUAL OR GREATER CAPACITY FOR THE SPECIFIED CONNECTION. f aTurt� ��`" 2
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<br /> �. 2. ALL FOUNDATIONS TO BEAR ON GRANULAR COMPACTED ENGINEERED FILL PER THE PROJECT CONTRACT Ta+AE¢N� 1cI1
<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 THE
<br /> SUPPLEMENTAL INFORMATION FOR ADDITIONAL INFORMATION. EXCAVATIONS FOR FOUNDATIONS SHALL BE MANUFACTURER RECOMMENDATIONS FOR THE "EFFECTIVE" EMBEDMENT.
<br /> OBSERVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING OF CONCRETE FOR FOUNDATION. la 1 LI
<br /> 4. CLEAN DIRT, RUST OIL, AND LOOSE PAINT/COATINGS FROM ANCHORS PRIOR TO INSTALLATION. THREADS ON m
<br /> 3. SOIL DESIGN CRITERIA, PER GEOTECHNICAL ENGINEER: THE PROJECTING PORTION OF THE ANCHOR ELEMENT SHALL BE PROTECTED FROM CONTAMINATION. a . 0
<br /> 3.1. SOIL BEARING - 2,500 PSF N o-
<br /> 3.1.1. JS INCREASE ALLOWED PRESUMED CAPACITIES FOR SHORT TERM LOADS 5. INSTALL ANCHORS IN ACCORDANCE WITH THE SPACING AND EDGE.CLEARANCES INDICATED ON THE 1
<br /> 3.2. FRICTION COEFFICIENT - 0.35 DRAWINGS, BUT NOT LESS THAN THE FOLLOWING ACI 318 CHAPTER 17.7 CODE MINIMUMS: In 1 aim
<br /> 3.3. PASSIVE PRESSURE - 350 PCF 5.1. MINIMUM CENTER TO CENTER ANCHOR SPACING OF: PI
<br /> 5.1.1. FOUR TIMES THE ANCHOR DIAMETER (40DA) FOR ANCHOR THAT WILL NOT BE TORQUED. rc m
<br /> 4. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES AND UNDERGROUND BURIED ELEMENTS. md�
<br /> 5.1.2. SIX TIMES THE ANCHOR DIAMETER (6*DA) FOR ANCHORS THAT WILL BE TORQUED. z
<br /> 5.2. MINIMUM EDGE DISTANCE MEASURED FROM THE ANCHOR CENTER LINE TO CONCRETE EDGE OF: 13.1o�
<br /> CONCRETE; 5.2.1. PER THE REINFORCING CLEAR COVER REQUIREMENTS OUTLINED IN THE CONCRETE SECTION OF ^.a.
<br /> 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS THESE GENERAL NOTES FOR ANCHORS THAT WILL NOT BE TORQUED. / ‘
<br /> FOR STRUCTURAL CONCRETE". MIX PROPORTIONS SHALL BE PER ACI-301. SUBMIT MIX DESIGN FOR 5.2.2. SIX TIMES THE ANCHOR DIAMETER (6*DA) FOR ANCHORS THAT WILL BE TORQUED.
<br /> 5.3. IF CONFLICT IS IDENTIFIED BETWEEN THE MANUFACTURER RECOMMENDED MINIMUM EDGE DISTANCES ro
<br /> REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. O r
<br /> AND/OR SPACING AND THOSE INDICATED ON THESE DRAWINGS CONTACT THE STRUCTURAL EOR. Li: O (/)O
<br /> 2. NO WATER MAY BE ADDED TO CONCRETEIN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY Z W I-ONO
<br /> 6. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP
<br /> THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. I- IZ(/) (3)GALVANIZING OR USE OF STAINLESS STEEL ANCHORS SHALL BE GALVANIZED FOR FASTENING GALVANIZED
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<br /> 3. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: STEEL TO CONCRETE, UNO. NUTS, WASHERS, AND OTHER HARDWARE USED WITH CAST-IN-PLACE ANCHORS Z = Q
<br /> SHALL HAVE A MATERIAL OR AN ALLOY DESIGNATION THAT IS COMPATIBLE WITH THE ANCHOR ROD/ALLOY. J Z I
<br /> TYPE f'c SLUMP w/c AIR O
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<br /> FOUNDATION 5,000 psi 1-4" 0.45 0% 7. CAST-IN-PLACE ANCHORS SHALL NOT BE BENT AFTER BEING INSTALLED UNLESS PERMITTED BY THE 0 J t\ hf
<br /> STRUCTURAL EOR. W 0
<br /> 4. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (±) 1.5%AIR ENTRAINMENT BY VOLUME.AIR 8. SPECIAL INSPECTION SHELL BE PROVIDED FOR ALL CAST-IN-PLACE ANCHORS INSTALLATION AS REQUIRED ,- W
<br /> ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260. BY THE STRUCTURAL EOR IN THE QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. INDEPENDENT
<br /> 5. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO ON-SITE PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE STRUCTURAL EOR. CONTACT LI.J
<br /> ACI-305. STRUCTURAL EOR FOR NUMBER OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED PROOF LOAD
<br /> MAGNITUDE.
<br /> 6. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOLITHICALLY
<br /> BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. REINFORCING STEEL'
<br /> 7. CHAMFER ALL EXTERIOR CORNERS)¢" UNLESS SHOWN OTHERWISE. 1. UNLESS NOTED OTHERWISE, REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. ASTM A615 //r�� Z
<br /> GRADE 80 REINFORCING STEEL SHALL BE USED WHERE SPECIFICALLY NOTED IN THESE DRAWINGS. DETAIL V 0
<br /> 8. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO AND PLACE REINFORCING ACCORDING TO ACI 315. A. Z
<br /> OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN 2. UNLESS NOTED OTHERWISE, MINIMUM COVER SHALL BE 1 Xt" FOR #5 AND SMALLER BARS, 2" FOR
<br /> CONFORMANCEIXURE WITH NEER O, USED IN OROTO NCE MANUFACTURER'S INSTRUCTIONS. SUBMIT AND LARGER BARS AND 3" WHEN POURED AGAINST EARTH. ALL RINFORCING STEEL SHALL BE #6 0
<br /> ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. SUPPORTED ON STANDARD APPROVED ACCESSORIES SUCH AS CHAIRS, SPACERS OR TIES, HELD RIGIDLY J
<br /> 9. CONCRETE MIX SHALL INCLUDE FIBER REINFORCING. FIBER REINFORCING SHALL BE MASTERFIBER MAC 360 AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING THE PLACEMENT 0
<br /> FF DOSED AT 3 LB PER CUBIC YARD, OR AN ALTERNATIVE APPROVED BY THE STRUCTURAL EOR. FIBER OF CONCRETE. - LLI
<br /> REINFORCING SHALL CONFORM TO ASTM A1116. USAGE OF FIBER REINFORCING SHALL BE PER PROJECT 3. ALL LAP SPLICES, WHEN NOT DIMENSIONED ON DRAWINGS, SHALL BE MINIMUM 48 BAR DIAMETERS OR - Z
<br /> SPECIFICATIONS. 24", WHICHEVER IS GREATER. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY
<br /> 10.AT OWNER'S OPTION, 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 0
<br /> 1.0% OF THE TOTAL WEIGHT PROVIDED THAT MINIMUM DESIGN MECHANICAL, STRENGTH, AND DURABILITY BENT BARS FULLY DEVELOPED TO BOTH SIDES PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318, BUT
<br /> PROPERTIES ARE OBTAINED. MEANS, METHODS, AND PROCEDURES SHALL BE THE RESPONSIBILITY OF THE NOT LESS THAN 24" , Ly_,
<br /> CONTRACTOR. 4. SPLICES SHALL BE MADE WHERE INDICATED ON THE STRUCTURAL DRAWINGS. SPLICES SHALL BE CONTACT `r�
<br /> 11.PORTLAND CEMENT SHALL BE TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN LAP SPLICES, UNLESS NOTED OTHERWISE. v
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<br /> CONFORMANCE WITH ASTM 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
<br /> AGGREGATES SHALL NOT EXCEED 3'4". WATER SHALL BE CLEAN AND POTABLE. ONLY BE APPROVED IF EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS OR IF WRITTEN APPROVAL IS LLI
<br /> GIVEN BY THE ENGINEER.
<br /> 12.COMPRESSIBLE MATERIAL USED TO PROVIDE A MEDIUM TO LIMIT LOAD TRANSFER BETWEEN EXISTING M
<br /> FOOTINGS AND THE NEW MAT FOUNDATION SHALL BE OF EXPANDED POLYSTYRENE OF A CELLULAR MOLDED 6. DOWELS AND OTHER MISCELLANEOUS STEEL EMDEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED Z L ?�0
<br /> TYPE WITH A DENSITY OF 1.5 +/-0.25 POUNDS PER CUBIC FOOT, OR AN APPROVED ALTERNATIVE. LLI N N
<br /> COMPRESSIBLE MATERIAL SHALL BE ADEQUATE TO SUPPORT THE WEIGHT OF THE WET CONCRETE. POSITION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING CO
<br /> CONCRETE POUR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EMBEDDED ITEMS NOT SHOWN O)
<br /> FORMWORK. SHORING. AND BRACING: IN THE STRUCTURAL DRAWINGS. Z / 1� CC (n Q
<br /> 1. THESE DRAWINGS REPRESENT THE FINISHED STRUCTRUE.THEY DO NOT INDICATE THE METHOD OF 7. ALL REINFORCING BENDS SHALL BE MADE COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. FIELD U (n Z I
<br /> CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED. NO BARS PARTIALLY EMBEDDED 0 W (-
<br /> TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING, FORM-WORK ETC. AS REQUIRED IN HARD CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE J W
<br /> THE CONTRACTOR.FOR THE BRACING SHALL BEN OF LIFE AND OPERTY PROVIDED DURINGAS REQUIRED CONSTRUCTION.
<br /> UNTIL MS SHALL BE THE CONCRETE DESIGNED
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<br /> CONCRETE(ED 28-DAY SURFACES AT STRENGTH.ALL FACES: LEVEL,
<br /> PLUMB,AND TRUE TOORTS, AND ORING SHALL DIMENS DIMENSIONS AND EDE FINISHED LEVATIONS SHOWN 8 NUMBER AS THEDOWELS N SPECIFIED S AND VERTICALLS OR COLUMNS SHALL BE THE SAME REINFORCING, UNLESS NOTED OTHERWISE.
<br /> SIZE, SPACING AND w ,�^ Et L.LI O J`-�W
<br /> IN THE DRAWINGS. = v) fa_ = M
<br /> 9. APPROVED REBAR COUPLERS MAY BE USED AT THE CONTRACTOR'S OPTION TO AID PLACEMENT OF DOWELS
<br /> ' 2. TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI 117, STANDARD TOLERANCES FOR THROUGH FORMS. MECHANICAL SPLICES SHALL DEVELOP 125% OF THE TENSILE STRENGTH OF THE REBAR. N
<br /> CONCRETE CONSTRUCTION AND MATERIALS, UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL o
<br /> ENGAGE A LICENSED SURVEYOR TO VERIFY THAT WORK IS WITHIN SPECIFIED TOLERANCES UNLESS WRITTEN 10.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE o
<br /> AUTHORIZATION IS OBTAINED FROM THE ARCHITECT AND EOR TO PROVIDE TOLERANCE CONTROL USING THE INSPECTION OCCURS. o
<br /> CONTRACTOR'S OWN MEANS PRIOR TO BEGINNING WORK. O1
<br /> AJJCHOR REINFORCING. N Tn
<br /> 3. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE W
<br /> FOOT AS NOTED HEREIN IS NOT EXCEEDED. 1. ANCHOR REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF THE REINFORCING STEEL SECTION OF
<br /> THESE GENERAL NOTES. 0
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<br /> 2. TENSION ANCHOR REINFORCING:
<br /> 2.1. PLACE ANCHOR REINFORCING AS CLOSE AS PRACTICABLE TO THE ANCHOR, BUT NOT MORE THAN . J
<br /> HALF THE EFFECTIVE EMBEDMENT DEPTH FROM THE ANCHOR CENTERLINE. W Q
<br /> 2.2. ANCHOR REINFORCING SHALL NOT BE LARGER THAN #5 BAR(S). i Er
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<br /> PREMANUFACTURED CONNECTION HARDWARE. N Z
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<br /> 1. CONNECTION HARDWARE IS BY THE SIMPSON COMPANY OF SAN LEANDRO. CA. ALL STEEL CONNECTORS W 0
<br /> SHALL BE GALVANIZED OR BY SOME METHOD MADE CORROSION RESISTANT, UNLESS OTHERWISE INDICATED.
<br /> 2. EQUIVALENT EQUIPMENT BY OTHER MANUFACTURERS MAY BE SUBMITTED TO THE EOR FOR APPROVAL, JOB No.
<br /> PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. 2202-0023
<br /> 3. FASTENERS SHALL BE OF THE SAME MATERIAL OR PROTECTIVE COATING AS THE CONNECTORS, D0 NOT DRAWN CHECKED
<br /> MIX DIFFERING METALS IN THE SAME CONNECTION.
<br /> NRW WJS
<br /> 4. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS,
<br /> UNLESS NOTED OTHERWISE. DATE 09/02/22
<br /> REVISIONS
<br /> Q 10/18/22
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