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NDTICE JOHN
<br /> CONCRETE: CAST-IN-PLACE CONCRETE ANCHORS: STRUCTURAL STEEL: 0 �p�oa wesgSg1,
<br /> 1. ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS OF ACI-301, "SPECIFICATIONS 1. CONTRACTORS SHALL CONTACT THE STRUCTURAL EOR IF CAST-IN-PLACE ANCHORS ARE MISSING OR 1. STRUCTURAL STEEL DESIGN, FABRICATION, AND ERECTION SHALL CONFORM TO THE LATEST EDITION OF THE IF THIS SOT DOES NOT 3<<� A°1'4ro�
<br /> FOR STRUCTURAL CONCRETE". MIX PROPORTIONS SHALL BE PER ACI-301. SUBMIT MIX DESIGN FOR MISPLACED AFTER CONCRETE POUR. RISC "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," WITH AMENDMENTS AS WELL AS AISC "CODE OF MEASURE OT TO SCALE " -Vj'rt Z.
<br /> REVIEW BY STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES,"WITH AMENDMENTS. ,..
<br /> 2. CAST-IN-PLACE ANCHORS SHALL BE OF THE TYPE AND PRODUCT SPECIFIED ON THE DRAWINGS.
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<br /> 2. WHERE APPLICABLE, REQUIREMENTS OF ACI-301 FOR MASS CONCRETE SHALL BE ADHERED TO. SUBMIT REQUESTS FOR ANCHOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE STRUCTURAL EOR IN WRITING ALONG 2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING GRADES, UNLESS NOTED OTHERWISE ON THE PLANS: �o,,,�L'r �? '•Q aq
<br /> THERMAL CONTROL PLAN FOR REVIEW BY THE STRUCTURAL ENGINEER FOR APPROVAL WITH EVIDENCE OF EQUAL OR GREATER CAPACITY FOR THE SPECIFIED CONNECTION. a '11
<br /> 3. NO WATER MAY BE ADDED TO CONCRETE IN THE FIELD UNLESS SPECIFICALLY APPROVED IN WRITING BY 3. ANCHOR EMBEDMENT SPECIFIED ON DRAWINGS IS THE "NOMINAL"ANCHOR EMBEDMENT. REFERENCE THE SHAPELTEASTM DESIGNATION3 YIELD STRESS (Fy) �rox��e �'�n
<br /> PLATES & BARS ASTM A36 36 ksi
<br /> THE CONCRETE SUPPLIER IN CONJUNCTION WITH THE CONCRETE MIX DESIGN. MANUFACTURER RECOMMENDATIONS FOR THE "EFFECTIVE" EMBEDMENT. HSS (RECTANGULAR) ASTM A500, GRADE C 50 ksi 1 �'
<br /> W-SECTIONS ASTM A992 36 ksi : /cq
<br /> 4. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: 4. CLEAN DIRT, RUST OIL, AND LOOSE PAINT/COATINGS FROM ANCHORS PRIOR TO INSTALLATION. THREADS ON CHANNELS & ANGLES ASTM A36 36 ksi
<br /> THE PROJECTING PORTION OF THE ANCHOR ELEMENT SHALL BE PROTECTED FROM CONTAMINATION. W
<br /> TYPE f'c SLUMP w/c AIR 3. WELD ACCORDING TO CURRENT AWS STANDARDS WITH E70XX ELECTRODES. d
<br /> PILASTERS 5,000 psi 1-4" 0.45 0% 5. INSTALL ANCHORS IN ACCORDANCE WITH THE SPACING AND EDGE CLEARANCES INDICATED ON THEDRAWINGS, BUT NOT LESS THAN THE FOLLOWING ACI 318 CHAPTER 17.7 CODE MINIMUMS: 4. WELD SIZES SHOWN ON THE DESIGN DRAWINGS ARE CONSIDERED EFFECTIVE WELD SIZES AND SHALL BEUll0 5. ALL CONCRETE EXPOSED TO WEATHER SHALL CONTAIN 6% (±) 1.5%AIR ENTRAINMENT BY VOLUME. AIR 5.1. MINIMUM CENTER TO CENTER ANCHOR SPACING OF: INCREASED IN ACCORDANCE WITH AWS AS REQUIRED BY GAPS OR SKEWS BETWEEN COMPONENTS.ENTRAINMENT SHALL BE IN CONFORMANCE WITH ASTM C260. 5.1.1. FOUR TIMES THE ANCHOR DIAMETER (4•DA) FOR ANCHOR THAT WILL NOT BE TORQUED. a5.1.2. SIX TIMES THE ANCHOR DIAMETER (6•DA) FOR ANCHORS THAT WILL BE TORQUED. 5. ALL STEEL EXPOSED TO WEATHER SHALL BE PAINTED OR HOT-DIP GALVANIZED, UNLESS NOTED OTHERWISE. m �
<br /> 6. COLD WEATHER PLACEMENT SHALL CONFORM TO ACI-306. HOT WEATHER PLACEMENT SHALL CONFORM TO 5.2. MINIMUM EDGE DISTANCE MEASURED FROM THE ANCHOR CENTER LINE TO CONCRETE EDGE OF: a.. FPi
<br /> ACI-305. 5.2.1. PER THE REINFORCING CLEAR COVER REQUIREMENTS OUTLINED IN THE CONCRETE SECTION OF 6. ALL STRUCTURAL CONNECTION BOLTS SHALL BE ASTM F3125 GRADE A325, UNLESS NOTED OTHERWISE. ^�
<br /> THESE GENERAL NOTES FOR ANCHORS THAT WILL NOT BE TORQUED. HOOKED, HEADED, THREADED, AND NUTTED ANCHOR RODS SHALL BE ASTM F1554 (Fy = 36 ksi), UNLESS /
<br /> 7. MECHANICALLY VIBRATE ALL FORMED CONCRETE. DO NOT OVER-VIBRATE. PLACE CONCRETE MONOUTHICALLY 5.2.2. SIX TIMES THE ANCHOR DIAMETER (6•DA) FOR ANCHORS THAT WILL BE TORQUED. NOTED OTHERWISE.
<br /> BETWEEN CONSTRUCTION OR CONTROL JOINTS. PROTECT ALL CONCRETE FROM PREMATURE DRYING. 5.3. IF CONFUCT IS IDENTIFIED BETWEEN THE MANUFACTURER RECOMMENDED MINIMUM EDGE DISTANCES ?� I"')
<br /> AND/OR SPACING AND THOSE INDICATED ON THESE DRAWINGS CONTACT THE STRUCTURAL EOR. 7. CONTACT BETWEEN DISSIMILAR METALS SHALL BE ISOLATED USING PHENOUC OR OTHERWISE APPROVED OLL 0)- N O
<br /> 8. CHAMFER ALL EXTERIOR CORNERS X" UNLESS SHOWN OTHERWISE. ISOLATION HARDWARE Z W CO
<br /> 6. ANCHORS EXPOSED TO EARTH OR WEATHER SHALL BE PROTECTED FROM CORROSION BY HOT-DIP
<br /> 9. SLUMP LIMITS MAY BE INCREASED BY ADDITION OF ADMIXTURES PROVIDED THAT THE WATER/CEMENT RATIO GALVANIZING OR USE OF STAINLESS STEEL. ANCHORS SHALL BE GALVANIZED FOR FASTENING GALVANIZED BORATED POLYETHYLENE (BPE): I- w W
<br /> OF THE ORIGINAL MIX DESIGN IS NOT EXCEEDED. WATER REDUCING ADMIXTURE SHALL BE IN STEEL TO CONCRETE, UNO. NUTS, WASHERS, AND OTHER HARDWARE USED WITH CAST-IN-PLACE ANCHORS Z
<br /> CONFORMANCE WITH ASTM494, USED IN CONFORMANCE WITH MANUFACTURER'S INSTRUCTIONS. SUBMIT SHALL HAVE A MATERIAL OR AN ALLOY DESIGNATION THAT IS COMPATIBLE WITH THE ANCHOR ROD/ALLOY. 1. BORATED POLYETHYLENE (BPE) SHALL CONTAIN 5% BORON BY WEIGHT AND SHALL BE SUITABLE FOR W Z(-
<br /> ADMIXTURES TO ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. NEUTRON SHIELDING. THE OWNER SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF THE J 0 In
<br /> 7. CAST-IN-PLACE ANCHORS SHALL NOT BE BENT AFTER BEING INSTALLED UNLESS PERMITTED BY THE BPE FOR NEUTRON SHIELDING PERFORMANCE. 0 J r -
<br /> 10.CONCRETE MIX SHALL INCLUDE FIBER REINFORCING. FIBER REINFORCING SHALL BE MASTERFIBER MAC 360 STRUCTURAL EOR. LLI_ �J
<br /> FF DOSED AT 3 LB PER CUBIC YARD, OR AN ALTERNATIVE APPROVED BY THE STRUCTURAL EOR. FIBER 2. BPE USED IN CONSTRUCTION SHALL MEET THE FOLLOWING MATERIAL PROPERTIES:
<br /> REINFORCING SHALL CONFORM TO ASTM A1116. USAGE OF FIBER REINFORCING SHALL BE PER PROJECT 8. SPECIAL INSPECTION SHELL BE PROVIDED FOR ALL CAST-IN-PLACE ANCHORS INSTALLATION AS REQUIRED 2.1. DENSITY - 65 pcf MAX LU
<br /> SPECIFICATIONS. BY THE STRUCTURAL EOR IN THE QUALITY ASSURANCE SECTION OF THESE GENERAL NOTES. INDEPENDENT 2.2. COMPRESSIVE STRENGTH - 200 psi MIN 1..I..1
<br /> ON-SITE PROOF LOAD TESTING SHALL BE PERFORMED AS REQUIRED BY THE STRUCTURAL EOR. CONTACT
<br /> 11.AT OWNER'S OPTION, BORON CARBIDE MAY BE INCLUDED IN THE CONCRETE MIX UP TO A MAXIMUM OF STRUCTURAL EOR FOR NUMBER OF ANCHORS REQUIRED TO BE TESTED AND REQUIRED PROOF LOAD 3. WHERE BPE "BLOCKS"ARE REFERENCED IN THE DRAWINGS, THEY SHALL BE ASSEMBLED OF BPE MATERIALS Ct
<br /> 1.0% OF THE TOTAL WEIGHT PROVIDED THAT MINIMUM DESIGN MECHANICAL, STRENGTH, AND DURABILITY MAGNITUDE. SUCH THAT THEY BEHAVE AS RIGID ELEMENTS. CONTRACTOR/OWNER SHALL SUBMIT MEANS OF ASSEMBLY AND
<br /> PROPERTIES ARE OBTAINED. MEANS, METHODS,AND PROCEDURES SHALL BE THE RESPONSIBILITY OF THE SHOP DRAWINGS FOR BPE BLOCKS USED IN CONSTRUCTION.
<br /> CONTRACTOR. REINFORCING STFFI' I-
<br /> 12.PORTLAND CEMENT SHALL BE TYPE I OR II IN CONFORMANCE WITH ASTM C150. AGGREGATES SHALL BE IN 1. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. DETAIL AND PLACE ACCORDING TO ACI �rr�� U
<br /> CONFORMANCE WITH ASTM C33 AND USE CRUSHED (NOT ROUND) GRAVEL OR STONE. COARSE 315. `/ p
<br /> AGGREGATES SHALL NOT EXCEED 3'4". WATER SHALL BE CLEAN AND POTABLE.
<br /> FORMWORK. SHORING. AND BRACING. 2. UNLESS NOTED OTHERWISE, MINIMUM COVER SHALL BE 1 )4" FOR #5 AND SMALLER BARS, 2" FOR #6 Z
<br /> AND LARGER BARS AND 3"WHEN POURED AGAINST EARTH. ALL REINFORCING STEEL SHALL BE I-
<br /> t THESE DRAWINGS REPRESENT THE FINISHED STRUCTRUE. THEY DO NOT INDICATE THE METHOD OF SUPPORTED ON STANDARD APPROVED ACCESSORIES SUCH AS CHAIRS, SPACERS OR TIES, HELD RIGIDLY 0
<br /> CONSTRUCTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, AND ACCURATELY IN PLACE, AND PROTECTED AGAINST DISPLACEMENT BEFORE AND DURING THE PLACEMENT __I V
<br /> TECHNIQUES, SEQUENCES, PROCEDURES, LAGGING, SHORING, BRACING, FORM-WORK ETC.AS REQUIRED OF CONCRETE. 0
<br /> FOR THE PROTECTION OF LIFE AND PROPERTY DURING CONSTRUCTION. FORMS SHALL BE DESIGNED BY W
<br /> THE CONTRACTOR. BRACING SHALL BE PROVIDED AS REQUIRED OR UNTIL THE CONCRETE HAS REACHED 3. ALL LAP SPLICES, WHEN NOT DIMENSIONED ON DRAWINGS, SHALL BE MINIMUM 48 BAR DIAMETERS OR - W
<br /> ITS SPECIFIED 28-DAY STRENGTH. FORMWORK, SUPPORTS, AND SHORING SHALL PROVIDE FINISHED 24", WHICHEVER IS GREATER. NO MORE THAN 50% OF REINFORCING SHALL BE SPLICED AT ANY
<br /> CONCRETE SURFACES AT ALL FACES: LEVEL, PLUMB, AND TRUE TO DIMENSIONS AND ELEVATIONS SHOWN LOCATION, UNLESS NOTED OTHERWISE.ALL HORIZONTAL REINFORCING AT FOOTING CORNERS SHALL HAVE '2
<br /> IN THE DRAWINGS. BENT BARS FULLY DEVELOPED TO BOTH SIDES PER DEVELOPMENT LENGTH SPECIFIED IN ACI 318, BUT y
<br /> NOT LESS THAN 24"
<br /> 2. TOLERANCES FOR CONCRETE FORMWORK SHALL CONFORM TO ACI 117, STANDARD TOLERANCES FOR
<br /> CONCRETE CONSTRUCTION AND MATERIALS. UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL 4. SPLICES SHALL BE MADE WHERE INDICATED ON THE STRUCTURAL DRAWINGS. SPLICES SHALL BE CONTACT
<br /> ENGAGE A LICENSED SURVEYOR TO VERIFY THAT WORK IS WITHIN SPECIFIED TOLERANCES UNLESS WRITTEN LAP SPLICES. UNLESS NOTED OTHERWISE. f^
<br /> AUTHORIZATION IS OBTAINED FROM THE ARCHITECT AND EOR TO PROVIDE TOLERANCE CONTROL USING THE V
<br /> CONTRACTOR'S OWN MEANS PRIOR TO BEGINNING WORK. 5. REINFORCING STEEL SHALL NOT BE TACK WELDED FOR ANY REASON. WELDED REINFORCING BARS WILL C/ I
<br /> ONLY BE APPROVED IF EXPLICITLY SHOWN ON THE STRUCTURAL DRAWINGS OR IF WRITTEN APPROVAL IS
<br /> 3. CONSTRUCTION MATERIALS SHALL BE UNIFORMLY SPREAD OUT SUCH THAT DESIGN LIVE LOAD PER SQUARE GIVEN BY THE ENGINEER. Ll..J
<br /> FOOT AS NOTED HEREIN IS NOT EXCEEDED. 6. DOWELS AND OTHER MISCELLANEOUS STEEL EMDEDDED ITEMS SHALL BE LOCATED AND HELD IN SPECIFIED Z W 0
<br /> POSITION PRIOR TO PLACEMENT OF CONCRETE AND SHALL NOT BE PUSHED INTO CONCRETE FOLLOWING
<br /> PRECAST CONCRETE: CONCRETE POUR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE EMBEDDED ITEMS NOT SHOWN co
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<br /> 1. DESIGN CALCULATIONS FOR LIFTING AND TRANSPORT SHALL BE PREPARED BY A REGISTERED IN THE STRUCTURAL DRAWINGS. 0,
<br /> PROFESSIONAL ENGINEER EXPERIENCED IN PRECAST CONCRETE DESIGN AND SUBMITTED FOR APPROVAL. Z I.--- H W V)Q
<br /> 7. ALL REINFORCING BENDS SHALL BE MADE COLD. BARS SHALL NOT BE UN-BENT AND RE-BENT. FIELD
<br /> 2. REINFORCING SHOWN IS FOR IN-PLACE SERVICE LOADING OF THE PRECAST ELEMENTS ONLY. ADDITIONAL BENDING OF REBAR SHALL NOT BE ALLOWED UNLESS SPECIFICALLY NOTED. NO BARS PARTIALLY EMBEDDED Z U (n Z H
<br /> REINFORCING SHALL BE DESIGNED AND PROVIDED BY THE PRECAST MANUFACTURER AS REQUIRED FOR IN HARD CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE Lil
<br /> PICKING, TRANSPORTATION. AND ERECTION LOAD CONDITIONS. SUBMIT CALCULATIONS AND DRAWINGS ENGINEER. U z
<br /> SHOWING ADDITIONAL REINFORCING STAMPED BY A REGISTERED STRUCTURAL ENGINEER. 8, DOWELS BETWEEN FOOTINGS AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE, SPACING AND _I -3 O I'7 „
<br /> 3. SHOP DRAWINGS PREPARED BY THE PRECAST MANUFACTURER SHALL INCLUDE THE FOLLOWING: NUMBER AS THE SPECIFIED VERTICAL REINFORCING, UNLESS NOTED OTHERWISE. w '^�' CD
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<br /> 3.1. PLANS LOCATING AND DEFINING ALL PRECAST ELEMENTS FURNISHED BY THE MANUFACTURER. 9. APPROVED REBAR COUPLERS MAY BE USED AT THE CONTRACTOR'S OPTION TO AID PLACEMENT OF DOWELS I ( ) LL = ,-u
<br /> 3.2. SECTIONS AND DETAILS SHOWING CONNECTIONS, EDGE CONDITIONS, AND SUPPORT CONDITIONS OFTHROUGH FORMS. MECHANICAL SPLICES SHALL DEVELOP 125% OF THE TENSILE STRENGTH OF THE REBAR.
<br /> EACH ELEMENT. n
<br /> 4. CEMENT, ADMIXTURES, AGGREGATES, WATER, AND REINFORCING STEEL SHALL BE AS SPECIFIED IN THE 10.ALL BARS SHALL BE MARKED SO THEIR IDENTIFICATION CAN BE MADE WHEN THE FINAL IN-PLACE o
<br /> CONCRETE AND REINFORCING STEEL SECTIONS OF THESE NOTES UNLESS SUPERCEDED HERE. INSPECTION OCCURS. I
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<br /> 5. CONCRETE MIX SHALL INCLUDE FIBER REINFORCING. FIBER REINFORCING SHALL BE MASTERFIBER MAC 360 N N
<br /> FF DOSED AT 3 LB PER CUBIC YARD, OR AN ALTERNATIVE APPROVED BY THE STRUCTURAL EOR. FIBER W
<br /> REINFORCING SHALL CONFORM TO ASTM A1116. USAGE OF FIBER REINFORCING SHALL BE PER PROJECT I-
<br /> SPECIFICATIONS. 0
<br /> 6. STRUCTURAL CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS: Z
<br /> TYPE f'c r J
<br /> PRECAST WALL BLOCKS 6,000 psi w Q
<br /> PRECAST CEILING BEAMS 4,000 psi o Ce
<br /> 7. PRECAST ELEMENTS SHALL BE LIFTED AND SUPPORTED DURING MANUFACTURING, STOCKPILING, U Z
<br /> TRANSPORTING, AND ERECTION OPERATIONS ONLY AT THE LIFTING/SUPPORT POINTS AS SHOWN ON THE w LLI
<br /> SHOP DRAWINGS. LIFT ONLY WITH APPROVED LIFTING DEVICES. LIFTING INSERTS SHALL HAVE A MINIMUM N 0
<br /> SAFETY FACTOR OF 4. EXTERIOR LIFTING HARDWARE SHALL HAVE A MINIMUM SAFETY FACTOR OF 5.
<br /> TRANSPORTATION, SITE HANDLING, AND ERECTION SHALL BE PERFORMED BY QUALIFIED PERSONNEL WITH
<br /> APPROPRIATE EQUIPMENT AND METHODS. JOB No.8. STACK UNITS SUCH THAT LIFTING DEVICES ARE ACCESSIBLE AND UNDAMAGED. 2202-0023
<br /> 9. MEMBERS SHALL BE PROPERLY ALIGNED AND LEVELED AS REQUIRED BY THE APPROVED SHOP DRAWINGS. DRAWN CHECKED
<br /> VARIATIONS BETWEEN ADJACENT MEMBERS SHALL BE REASONABLY LEVELED OUT BY JACKING. LOADING, OR NRW WAS
<br /> ANY OTHER FEASIBLE METHOD AS RECOMMENDED IN "TOLERANCES FOR PRECAST AND PRESTRESSED
<br /> CONCRETE," PRESTRESSED CONCRETE INSTITUTE, JR307, 1985.41. DATE 09/02/22
<br /> 10.AT OWNER'S OPTION, BORON CARBIDE MAY BE INCLUDED IN THE CONCRETE MIX UP TO A MAXIMUM OF REVISIONS
<br /> 1.0% OF THE TOTAL WEIGHT PROVIDED THAT MINIMUM DESIGN MECHANICAL STRENGTH, AND DURABILITY
<br /> PROPERTIES ARE OBTAINED. MEANS, METHODS, AND PROCEDURES SHALL BE THE RESPONSIBILITY OF THE
<br /> CONTRACTOR.
<br /> SHEET cc 2 9 OF 23
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