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<br />BUILDING CODE
<br />ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE BUILDING CODE. THE PUBLICATIONS
<br />LISTED BELOW ARE THE GOVERNING CODES AND STANDARDS AND ARE REFERENCED
<br />BY THEIR BASIC DESIGNATION. IN THE CASE OF CONFLICTING REQUIREMENTS, THE BUILDING
<br />CODE SHALL GOVERN.
<br />APPLICABLE CODES AND STANDARDS
<br />BUILDING CODE INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION
<br />ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE
<br />REQUIREMENTS FOR STRUCTURAL CONCRETE,"
<br />2014 EDITION
<br />ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, ,
<br />"MINIMUM DESIGN LOADS FOR BUILDINGS AND
<br />OTHER STRUCTURES," 2016 EDITION,
<br />INCLUDING SUPPLEMENT NO. 1
<br />Fes; a4 d I �! -- ° a- — k i K Q CONCRETE
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<br />1 n f a f f MIXING BATCHING TRANSPORTING PLACING AND CURING OF ALL CONCRETE, AND SELECTION
<br />� �"
<br />ATIONS FOR STRUCTURAL
<br />�__; OF CONCRETE MATERIALS, SHALL CONFORM TO ACI 301, SPECIFIC 0
<br />(E) 24" SOG r--- a �— T (E) 24" SOG - CONCRETE," EXCEPT AS NOTED BELOW. PROPORTIONS OF AGGREGATE TO CEMENTITIOUS
<br />! C ! 1 V-3 >; PASTE SHALL BE SUCH AS TO PRODUCE A DENSE, WOR
<br />KABLE MIX THAT CAN BE PLACED
<br />t I \ 1 {.®s_.—._—.—._..__—�_.___.._.._..._.�..-..-e..—._ ``f`' ✓ 1 o t lam. �. "s
<br />VERIFY ���i�� - U I� f ; ! I ; � ;� ; I �
<br />! 1° °d r `; { 4 WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER.
<br />MIX DESIGNS LISTED BELOW SHALL BE SUBMITTED TO THE ARCHITECT AND APPROVED PRIOR TO
<br />a USE. SELECTION OF CONCRETE MIX PROPORTIONS SHALL BE IN ACCORDANCE WITH ACI 301.
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<br />,% I a, , I 7It -�; _i k ° MIX PROPORTIONS SHALL MEET OR EXCEED THE REQUIREMENTS LISTED BELOW FOR T
<br />' aA"y^: --
<br />_ I HE LOCATIONS NOTED. THE MORE STRINGENT OF THE REQUIREMENTS LISTED SHALL GOVERN.
<br />(E)12 SOG I I ! (E)12 SOG r - PROVIDE ASTM C150 TYPE I OR TYPE II CEMENT UNLESS NOTED OTHERWISE. THE CEMENTITIOUS
<br />° N
<br />12'-6 3/° i ; : ! MATERIAL CONTENT SHALL BE ADEQUATE FOR THE SPECIFIED REQUIREMENTS FOR STRENGTH,
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<br />VERIFY ; �: � � `' WATER -CEMENT RATIO, DURABILITY, AND FINISH ABILITY.
<br />0'-2 1(_ ----
<br />1 !% iSQ Eit3TEi i u ! VERIFY j
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<br />r ! I �; { -- ; e ;I C LU -- -i t-1 ISOCENTE °I MAXIMUM COMPLEMENTARY CEMENTING MATERIALS (EX. FLY ASH SLAG SILICA FUME) AS A
<br />_ i ra ! ,
<br />I -4.
<br />PERCENTAGE OF TOTAL WEIGHT OF CEMENTITIOUS MATERIAL SHALL BE50 PERCENT. FLY ASH
<br />M 1 REQUIREMENTS; NOT EXCEED 3 PERCENT F TOTAL
<br />! QI I SHALL MEET AST C6 8 REQU EMEN S, AND SHALL 0 0 C 0
<br />---- ---- - 1 E_--
<br />- ; -- f CEMENTITIOUS MATERIAL. WATER/CEMENT RATIO SHALL BE BASED ON TOTAL CEMENTITIOUS
<br />' �, DEPRESSED(E) i i� I I_ I
<br />�) 'I MATERIAL, INCLUDING COMPLEMENTARY CEMENTING MATERIALS. MAXIMUM SIZE OF
<br />ON
<br />AGGREGATE SHALL BE AS LISTED BELOW.
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<br />- -- - i I ° - �- (E) SOG TO BE SAWCUT! -
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<br />�� REMOVED REWORK SLAB ALL CONCRETE USED IN HORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL CONTAIN
<br />�i a I
<br />�� AN ACCEPTABLE ADMIXTURE TO PRODUCE AIR -ENTRAINED CONCRETE WITH TOTAL AIR CONTENT
<br />T- _-,—
<br />_ - ' a 13 ; PER DETS i I
<br />.__ _ !II �. r t° G I;� I I - - ; ! v ` AS NOTED IN THE CONCRETE MIX SPECIFICATION TABLE. TOLERANCE FOR AIR CONTENT SHALL
<br />°" , ° ' ? ! I °a n i I In !.i g I ; BE +/-1.5
<br />J \ `\\ PERCENT AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK.
<br />41
<br />IF CONCRETE IS PUMPED, AIR CONTENT SHALL BE MEASURED AT THE DISCHARGE END OF THE
<br />PUMP LINE. TESTS FOR AIR CONTENT SHALL MEET ASTM C172 REQUIREMENTS.
<br />I
<br />L ; I E ( I ! (E) SOG T0,'BE SAWCUT
<br />I ! I i------------' ! & REMOVED REWORK
<br />THE CONTRACTOR SHALL DETERMINE SLUMP. EACH CONCRETE MIX SUBMITTED SHALL HAVE
<br />\' I- --_ ; a i i I _-- -- -� SLAB PER DETS
<br />12 d THE SLUMP SPECIFIED. SLUMP SHALL BE MEASURED AT THE DISCHARGE OF THE TRUCK.
<br />--- --- ter F— _ 14 f
<br />- ,., IF CONCRETE IS PUMPED SLUMP SHALL BE MEASURED AT THE DISCHARGE END OF THE PUMP
<br />I i _ -_ \_ , i i I —. --__ ..� � _ { 1
<br />\ TYp n n ° ------ �- ° b a LINE. SLUMPS SHALL BE WITHIN +1 INCH AND -2 INCHES OF THE SPECIFIED SLUMP.
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<br />?��- h _ ' a ° ° - ° ° ° THE USE OF SUPER PLASTICIZERS AND WATER REDUCERS IS ALLOWED, BUT NOT REQUIRED.
<br />--- - - ---= - - - ---- 4 - -- -- #�JEW-OPN�G�II4-SOG- °-- _ -,
<br />ALL ADMIXTURES AL E CHLORIDE FREE UNLESS OTHERWISE APPROVEDBY THE ENGINEER.
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<br />a (E) CONC W/ 44 TOP ON ALL EDGES CONCRETE MIX SPECIFICATION TABLE
<br />11 WALLS TYP
<br />S1.0 I
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<br />NOTES:
<br />1. REFERENCE FLOOR ELEVATION 140'-0", VERIFY IN FIELD.
<br />2. (E) INDICATES EXISTING. STRUCTURE IS TO REMAIN AND SHALL NOT BE MODIFIED EXCEPT WHERE SPECIFICALLY NOTED. NOTIFY ENGINEER IF ADDITIONAL DEMO IS REQUIRED.
<br />LEVEL 1 PARTIAL FRAMING PLAN
<br />(E) CONC WALL
<br />#4 @ 16" T&B,
<br />HOOK AT ENDS
<br />INTENTIONALLY ROUGHEN
<br />JT TO 1/4" AMPLITUDE, TYP
<br />SLAB STEP BEYOND
<br />CV LL
<br />DEPRESSED (E) SOG
<br />#4 @ 16" T&B, DRILL AND
<br />EPDXY W/ 8" EMBED
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<br />_LEVEL -1
<br />140'-0" (VIF)
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<br />NOTES:
<br />1. REPLACE OR REPAIR BELOW SLAB VAPOR BARRIERS OR MEMBRANES. SEE ARCHITECTURAL
<br />DRAWINGS FOR MORE INFORMATION.
<br />SECTION
<br />1/2" = 1'-0"
<br />#4 @ 8" W/ STD HOOK, DRILL 611.1611 (E) SOG
<br />& EPDXY W/ 8" EMBED LEVEL 1
<br />i 140'-0" (VIF)
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<br />NEW DEPRESSED INFILL SOG,
<br />SEE 11/S1.0 FOR REINF
<br />NOTES:
<br />1. REPLACE OR REPAIR BELOW SLAB VAPOR BARRIERS OR MEMBRANES.
<br />SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.
<br />SECTION
<br />1 /2" =1'-0"
<br />(10) #4 CONT, DRILL & EPDXY
<br />W/ 8" EMBED AT ENDS
<br />co U-� I (-
<br />INTENTIONALLY ROUGHEN
<br />JT TO 1/4" AMPLITUDE, TYP
<br />#4 @ 16" T&B, DRILL
<br />& EPDXY W/ 8" EMBED
<br />#4 @ 16" T&B EW, DRILL
<br />NEW CURB W/ (4) #4 & EPDXY W/ 8" EMBED —
<br />CONT & #4xTL @ 16" INTENTIONALLY ROUGHEN
<br />(E) SOG JT TO 1/4" AMPLITUDE, TYP
<br />LEVEL 1
<br />=_140'-0" (VIF)
<br />• TT N-7 Iry
<br />NEW AIR DUCT PER MECH,
<br />ENCASE IN 6" CONC MIN
<br />NOTES:
<br />1. REPLACE OR REPAIR BELOW SLAB VAPOR BARRIERS OR MEMBRANES.
<br />SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.
<br />-;-� SECTION
<br />1/2" = 1'-0"
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<br />(4) ADDL #4 CONT,
<br />DRILL & EPDXY W/ 8"
<br />EMBED AT ENDS
<br />fc TEST MAX MAX AIR
<br />MIN AGE W/C AGGREGATE CONTENT
<br />LOCATION (PSI) (DAYS) RATIO SIZE PERCENT-
<br />0 1 2 3 6 12
<br />INTERIOR SLABS 4,000 28 0.50 3/4" -
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<br />ON GRADE, CURBS,
<br />1/4" =1'-0"
<br />MECH PADS
<br />REINFORCING STEEL
<br />ALL REINFORCING SHALL BE NEW BILLET STOCK ASTM A615, GRADE 60, UNLESS NOTED
<br />OTHERWISE, REINFORCING REQUIRED TO BE EPDXY COATED SHALL BE ASTM A775, GRADE 60,
<br />UNLESS NOTED OTHERWISE. BARS SHALL BE SECURELY TIED IN PLACE WITH #16 GAGE MINIMUM
<br />ANNEALED BLACK WIRE. EPDXY -COATED REINFORCING BARS SHALL BE FASTENED WITH NYLON-,
<br />EPDXY-, OR PLASTIC -COATED TIE WIRE OR OTHER ACCEPTABLE MATERIALS. BARS SHALL BE
<br />SUPPORTED ON CHAIRS IN ACCORDANCE WITH THE CRSI MANUAL OF STANDARD PRACTICE.
<br />THE CONTRACTOR SHALL COORDINATE REINFORCING STEEL PLACEMENT DETAILS AND PROVIDE
<br />TEMPLATES FOR PLACING STEEL IN CONGESTED AREAS AS NECESSARY. SHOP DRAWINGS
<br />(INCLUDING PLACING PLANS AND ELEVATIONS) SHALL BE SUBMITTED TO, AND REVIEWED BY,
<br />THE ARCHITECT/ENGINEER BEFORE STARTING FABRICATION.
<br />(E) SOG
<br />MINIMUM CAST -IN -PLACE CONCRETE COVER OVER REINFORCING STEEL,
<br />Ilk�� s
<br />LEVEL 1
<br />_ _ _ _ _
<br />UNLESS NOTED OTHERWISE, SHALL BE AS FOLLOWS:
<br />i
<br />140'-0" (FV)
<br />1. CONCRETE CAST AGAINST EARTH:
<br />ALL BAR SIZES: 3 INCHES
<br />#4x U @ 16" STIRRUP
<br />BELOW DUCT
<br />2. CONCRETE EXPOSED TO EARTH OR WEATHER:
<br />NEW AIR DUCT PER MECH,
<br />ENCASE IN 6" CONC MIN
<br />#6 BAR OR LARGER: 2 INCHES
<br />#5 BAR OR SMALLER: 1 1/2 INCHES
<br />3. OTHER CONCRETE:
<br />SLABS:
<br />#11 BARS AND SMALLER:
<br />NOTES: TOP BARS: 3/4 INCH
<br />BOTTOM BARS: 1 INCH
<br />1. REPLACE OR REPAIR BELOW SLAB VAPOR BARRIERS OR MEMBRANES.
<br />SEE ARCHITECTURAL DRAWINGS FOR MORE INFORMATION. WALLS:
<br />�+
<br />#11 BARS AND SMALLER: 1 INCH
<br />SECTION BEAMS AND COLUMNS - TIES STIRRUPS SPIRALS
<br />1/2" = 1'-0"
<br />ALL BAR SIZES: 1-1/2 INCHES
<br />SPECIFIED CONCRETE COVER SHALL BE MAINTAINED TO ALL REINFORCEMENT AT CONCRETE
<br />REVEALS AND INSETS. SHOP DRAWINGS SHOWING CONCRETE REVEALS AND OTHER INSETS
<br />SHALL BE SUBMITTED FOR REVIEW.
<br />ANCHORAGE TO HARDENED CONCRETE
<br />ANCHORAGE TO HARDENED CONCRETE SHALL INCLUDE MECHANICAL AND ADHESIVE ANCHORS
<br />OF SIZE, NUMBER, AND SPACING AS SHOWN ON THE DRAWINGS. HOLES SHALL BE DRILLED AND
<br />CLEANED AND ANCHORS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE
<br />MANUFACTURER'S PUBLISHED INSTRUCTIONS AND AN APPROVED ICC-ES (OR IAPMO-UES
<br />EQUIVALENT) REPORT. INSPECTION AND TESTING SHALL BE PROVIDED IN ACCORDANCE WITH
<br />THE GENERAL NOTES AND THE APPROVED ICC-ES (OR IAPMO-UES EQUIVALENT) REPORT.
<br />ACCEPTABLE ANCHORS SHALL HAVE A CURRENT ICC-ES (OR IAPMO-UES EQUIVALENT) REPORT
<br />INDICATING THAT THE ANCHOR IS PERMITTED FOR RESISTING SEISMIC LOADS IN CRACKED
<br />CONCRETE. UNLESS NOTED OTHERWISE, ANCHORS SHALL BE ASTM A36 THREADED ROD OR
<br />ASTM A615, GRADE 60 REINFORCING STEEL DOWELS.
<br />HOLES SHALL BE DRILLED WITH ROTARY IMPACT HAMMER OR EQUIVALENT METHOD TO PRODUCE
<br />A HOLE WITH A ROUGH INSIDE SURFACE. CORE DRILLING HOLES IS NOT PERMITTED. THE
<br />ADHESIVE SHALL BE MIXED, APPLIED, AND CURED IN STRICT ACCORDANCE WITH THE
<br />MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS IN THE ICC-ES (OR IAPMO-UES
<br />EQUIVALENT) REPORT. ALL PLACEMENT AND CURING SHALL BE CONDUCTED WITH CONCRETE
<br />AND AIR TEMPERATURES ABOVE 50 DEGREES FAHRENHEIT. ADHESIVE SHALL BE APPLIED ONLY
<br />TO CLEAN, DRY CONCRETE. SPECIFIC EPDXIES MANUFACTURED FOR COLD TEMPERATURES AND
<br />WET CONDITIONS MAY BE SUBMITTED FOR APPROVAL ON CASE BY CASE BASIS. POSITIVE
<br />PROTECTION SHALL BE PROVIDED SO THAT ANCHORS ARE NOT DISTURBED DURING THE CURING
<br />PERIOD. DEFECTIVE OR ABANDONED HOLES SHALL BE FILLED WITH NON -SHRINK GROUT OR AN
<br />INJECTABLE ADHESIVE MATCHING THE ADJACENT CONCRETE COMPRESSIVE STRENGTH.
<br />GENERAL NOTES
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<br />2727 Oakes Ave.
<br />Suite 100
<br />Everett, WA 98201
<br />MAGNUSSON g
<br />KLEMENCIC "
<br />ASSOCIATES
<br />�mjc urol + UvA Engineers
<br />Seattle Chicago
<br />www.mko.com
<br />206 292 1200
<br />REVISIONS
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<br />JOB. NO.
<br />87289.01
<br />DRAWN BY
<br />CTM
<br />CHECKED BY
<br />J PM
<br />07/09/2021
<br />STRUCTURAL
<br />PLANS AND
<br />DETAILS
<br />S1.0
<br />
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