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<br /> FOUNDATIONS GENERAL :' L___ '---- .--\
<br /> 1. ALL MATERIALS ND WORKMANSHIP SHALL CONFORM TO THE CONTRACT SILL PLATE AND ANCHOR BOLTS
<br /> 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL DRAWINGS. „ - PER SHEARWALL S HEDULE. MIN
<br /> BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE 6 MIN. �" 5/8'' ANCHOR BOLs © 48" 0/C G $4
<br /> WITH CHAPTER 18 OF THIS CODE. 2. DURING THE CO STRUCTION PERIOD THE CONTRACTOR SHALL BE �� • . / - N
<br /> s ,
<br /> RESPONSIBLE FOR HE SAFETY OF THE BUILDING. THE CONTRACTOR SHALL ,„-
<br /> 2. THE FOUNDATION DESIGN IS B SED ON THE FOLLOWING VALUES: PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH •. ' •
<br /> ALLOW. SOIL BEARING 1500 PSF ALL NATIONAL, STA E AND LOCAL SAFETY ORDINANCES. ANY DEVIATION II=711--=-111=-111 • • '4, (2)H-BARS AT TOP
<br /> SOIL FRICTION .25 MUST BE APPROVE PRIOR TO ERECTION. =I I 1=1 I I I I II ' •
<br /> EQUIV. FLUID PRESSURE i i - ' •
<br /> •
<br /> ACTIVE PRESSURE* 35 PCF 3. ALL ERECTION P OCEDURES 'SHALL CONFORM' TO` OSHA ` STANDARDS. I III III- I-a. ••••• :' •-•' - .-1 C�
<br /> PASSIVE PRESSURE 150 PCF ANY DEVIATION MU T BE APPROVED BY OSHA PRIOR TO ERECTION. -1 1 1 I .4 C6
<br /> (*WALLS RESTRAINED AGAIN T ROTATION SHALL BE DESIGNED FOR AN EQUIV. . 1_ '' •• •
<br /> FLUID PRESSURE OF 55 PCF). 4. THE CONTRACTO SHALL BE SOLELY RESPONSIBLE FOR ALL : ; U Ln
<br /> CONSTRUCTION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION r • • O N
<br /> 3. ALL FOOTINGS SHALL BE FOUN ED AT LEAST 18" BELOW THE UNDISTURBED GROUND OF ADJACENT PRO ERTY, STRUCTURES, STREETS AND UTILITIES IN 2" CL.- . - : • kn 1- N
<br /> SURFACE OR TO FROST DEPTH. A L FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. • : •;::
<br /> OR UNDISTURBED NATURAL GRAD UNLESS OTHERWISE NOTED. V-BARS °• • •
<br /> RETAINI G WALL NOTES Q j t j U
<br /> 5. THE CONTRACTO SHALL BE RESPONSIBLE FOR COORDINATING THE WORK 2015 INTERNATIONA BUILDING CODE Q -
<br /> 4. COMPACTION: MATERIAL FOR ILLING AND BACKFILLING SHALL CONSIST OF THE OF ALL TRADES AND SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES • : . . 35 PCF EQUIV. 1LUID PRESSURE = w O u VI
<br /> -
<br /> EXCAVATED MATERIAL AND/OR IM ORTED BORROW AND SHALL BE FREE OF ORGANIC SHALL BE CALLED 0 THE ATTENTION OF THE ENGINEER AND BE RESOLVED •
<br /> .a 40 SF SURCHARGE 0 to
<br /> MATTER, TRASH, LUMBER, OR OT ER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED BEFORE PROCEEDIN WITH THE WORK. f'c = 2500 PSI - co Qi
<br /> PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO Fy = 40 KSI (# AND SMALLER) N -
<br /> 6. DRAWINGS INDIC TE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. H-BARS • ' •• =
<br /> EXCEED 8 INCHES THICK, PROPER Y MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS . •a 60 KSI 5 AND til
<br /> AND THOROUGHLY ROLLED OR CO PACTED WITH APPROVED EQUIPMENT IN SUCH A WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR - Fy ( LARGER) p O
<br /> MANNER AND EXTENT AS TO PRO UCE A RELATIVE COMPACTION OF 90% OF MAXIMUM CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL SOIL BEARING = 1500 PSF p
<br /> POSSIBLE DENSITY AS DETERMINE BY ASTM D1557. HAND TAMPERS SHALL WEIGH AT BE USED SUBJECT TO REVIEW BY THE ENGINEER. W BACKFILL W/ POROUS MATERIAL m co m
<br /> LEAST 50 POUNDS EACH AND SH LL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE 7. ALL DETAILS DE IGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN w N INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND ADDITION TO ANY THER SPECIFIC DETAIL CALLED OUT. •SHALL BE USED WHERE LARGER OWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED.
<br /> FILL OVER 12" DEEP SHALL COMPLY WITH A GEOTECHNICAL REPORT. SEE GEOTECHNICAL g• COORDINATE WITI MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS •• • ° : 16
<br /> U z
<br /> ING
<br /> REPORT FOR FURTHER DESIGN CRITERIA. FOR SIZE AND . LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, MAT VR DOWEL P :: D = 0
<br /> EACH ER T. LAP
<br /> CONCRETE PIPE SLEEVES, ELEcTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED 42 BAR DIAMETERS " 4 •
<br /> ' • ' E
<br /> IN CONCRETE OR OTHERWISE INCORPORATED IN STRUCTURAL WORK. MIN ' • • 4• r
<br /> 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK 9. PROVIDE OPENINGS AND SUPPORTS, AS REQUIRED PER STANDARD 4" PERF. PLASTIC PIPE ! V-BARS V J
<br /> TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE , A,DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, CENTERED IN 1 CUBIC • ' •
<br /> CHARACTERISTICS OF LESS THAN 0.05%. �'
<br /> ETC. ALL SUSPENIED MECHANICAL EQUIPMENT SHALL BE SWAY OR FOOT WASHED PEA • ,
<br /> LATERALLY BRACED GRAVEL AND DRAINED TO N
<br /> 2. CONCRETE COMPRESSIVE STRE GTHS AT 28 DAYS (f'c) SHALL BE: DAYLIGHT OR APPROVED
<br /> CONTINUOUS FOOTINGS: 2500 PSI 10. ALL INFORMATI N SHOWN :ENIERTFEE DRAWINGS RELATIVE TO EXISTING OUTFACE ''' SLAB ON GRADE•
<br /> * ALL CONCRETE EXPOSED T WEATHER MUST HAVE AN f'c >= 3000 PSI. CONDITIONS IS GIVE AS THEEST PRESENT KNOWLEDGE BUT WITHOUT •3. ALL CONCRETE WITH A DESIGN TED COMPR SIVE STRENGTH EXC ING 500 P I GUARANTEEOFACURACY. ACTUAL CONDITIONS CONFLICT WITH • e ` . .:• m ( ( I
<br /> ES EXCEEDING 2 S THE DRAWINGS, THY SHALL BE REPORTED TO THE ENGINEER SO THAT THE
<br /> SHALL REQUIRE SPECIAL INSPECT' N BY AN INSPECTOR APPROVED BY THE BUILDING PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF T-BARS °
<br /> DEPARTMENT AND THE ENGINEER. EXCEPTION: WHERE 3000 PSI CONCRETE IS USED FOR • 0)O° o . Q
<br /> CONSTRUCTION SHA L NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL °$ � • - o•
<br /> WEATHERING PURPOSES, NO INPS CTION IS REQUIRED. OF THE ENGINEER. 2" CL ¢$o0°°°
<br /> °Q° • � : , • -. ; • • • .• ? I
<br /> 0 08�o d� • a p °
<br /> 4. CEMENT SHALL CONFORM TO A TM C150, TYPE I, CSA NORMAL. 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED .A PART OF - .d .• ,• • 4 .' ' • d A Oz
<br /> THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE j- • ' . : •• • r a. • •• • .•• , ••• . I �I I I I I I I-
<br /> 6. PLACEMENT OF CONCRETE SHALL BE IN CONFORMANCE WITH ACI 301. r •°' ••' • ' •: . -I
<br /> I I I-
<br /> DETAIL CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE n .• . . • ; a • ; =• � '-
<br /> LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL ,a :• • ' .' • •• ° ;•�'1 l_l
<br /> 7. CONCRETE SHALL BE MAINTAINED IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) OPENINGS, ETC. a' • • =I I I
<br /> DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY
<br /> PERFORMANCE CAN BE ASSURED.
<br /> UI -
<br /> 8. KEYED CONSTRUCTION JOINTS .HALL BE USED IN ALL CASES. ALL CONSTRUCTION 3" CL N > 0
<br /> JOINTS SHALL BE THOROUGHLY C EANED AND ALL LAITANCE SHALL BE REMOVED. ALL
<br /> ILI co,
<br /> VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT z
<br /> CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. - �/ 0�
<br /> 10. MINIMUM CONCRETE COVERAG: OF REINFORCING STEEL FOR FORMED WORK SHALL BE - A B C
<br /> AS FOLLOWS:
<br /> EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 1 z
<br /> W I-
<br /> *NOTE: CONCRETE CAST AGAI ST GROUND SHALL HAVE 3" MINIMUM COVERAGE - CANTILEVER RETAINING WALL SCHEDULE : 40 P S F SURCHARGE n NIll
<br /> CZ
<br /> 12. CONCRETE MIXES SHALL BE P'OVIDED IN ACCORDANCE WITH ACI 318 (WHEN STRENGTH1) O CV
<br /> NO 1 ES: 1. BACKFILL PRIOR TO MAKING .ANY PERMANENT FLOOR CONNECTIONS N
<br /> \\
<br /> DATA FROM TRIAL BATCHES OR FIELD EXPERIENCE ARE NOT AVAILABLE). 2. BOTTOM SLAB MUST BE IN PLACE PRIOR TO BACKFILLING W
<br /> CEMENT CONTENT SACKS PER � ; '-- 4 TFg:
<br /> LB'/CUBIC YARD CUBIC YARD H A B C D V-BARS H-BARS T-BARS
<br /> F'c (PSI) (MINIMUM) (MINIMUM)
<br /> NOV 0 4 20i9
<br /> 2500(no special inspection) 470 5 0'-4' 4" 8" 12" 10" #4©12"o/c #4©12"o/c #4©9"o/c ` CITY OF EVERETT
<br /> SEE NOTE A 1 Pc!---.: n-_. ..,_ _
<br /> 3000 517 5Y2 , ., » »
<br /> 4 -5 4 8 27" 10" #4©12 o/c #4©12 o/c #4©9 o/c
<br /> AIR ENTRAINMENT IS REQUIRED F R ALL CONCRETE EXPOSED TO WEATHER. FOR 3%" j - COVI4r
<br /> AGGREGATE AN ENTRAINMENT OF 6% IS REQ'D. FOR YZ" AGGREGATE AN AIR ENTRAINMENT 6 -8 8 8 36 10 #5©10 o/c #4©12 o/c #4©9 o/c 4 �a iii4, ‘O
<br /> OF 7% IS REQ'D. v y4� - � , • '2'
<br /> 9 8" 8 44 10" #5©8 o/c #4©12 o/c #4©9 o/c `4
<br /> MIXES SHALL BE PROPORTIONED 0 PRODUCE A SLUMP OF 5 ,OR LESS. NO MORE THAN A
<br /> -r�/1�A 1" PLUS TOLERANCE SHALL BE ALLOWED. q,,, ,-;
<br /> A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF THE I.B.C., •
<br /> CONCRETE SHALL HAVE A MINIMUM CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF NW 0 1 2019
<br /> CONCRETE.
<br /> B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE
<br /> -
<br /> BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. Drawn By: VKY
<br /> Checked By: CCC
<br /> Date: I I -O I - 19
<br /> SDA JOB NO.
<br /> 8674 5
<br /> STRUCTURAL
<br /> DETAILS
<br /> • CITY OF EVERETT
<br /> REVIEWED FOR PERMIT 5_.4 . O
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