1222 LOMBARD AVE 2019 Plans 2025-10-06

FOUNDATIONS GENERAL 1. ALL MATERIALS NO WORKMANSHIP SHALL CONFORM TO THE CONTRACT SILL PLATE AND ANCHOR BOLTS 1. THE FOUNDATION DESIGN IS BASED ON THE RECOMMENDATION IN THE INTERNATIONAL DRAWINGS. . PER SHEARWALL SCHEDULE. MIN BUILDING CODE TABLE 1804.2. FOUNDATION WORK SHALL BE PERFORMED IN ACCORDANCE 6" MIN � ANCHOR BOLTS ® 48" 0 WITH CHAPTER 18 OF THIS CODE. 2. DURING THE CONSTRUCTION PERIOD THE CONTRACTOR SHALL BE /C 01 N S$ RESPONSIBLE FOR E SAFETY OF THE BUILDING. THE CONTRACTOR SHALL 2. THE FOUNDATION DESIGN IS BASED ON THE FOLLOWING VALUES: PROVIDE ADEQUATE SHORING, BRACING AND GUYS IN ACCORDANCE WITH ALLOW. SOIL BEARING 1500 PSF ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. ANY DEVIATION SOIL FRICTION .25 MUST BE APPROVE PRIOR TO ERECTION. —III—III—III-I 2)H—BARS AT TOP EQUIV. FLUID PRESSURE ACTIVE PRESSURE* 35 PCF 3. ALL ERECTION PROCEDURES SHALL CONFORM'TO OSHA STANDARDS. 11—III—III= III 'A: PASSIVE PRESSURE 150 PCF ANY DEVIATION MUST BE APPROVED BY OSHA PRIOR TO ERECTION. III=I 4' W (*WALLS RESTRAINED AGAINST ROTATION SHALL BE DESIGNED FOR AN EQUIV. FLUID PRESSURE OF 55 PCF). 4. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL U N CONSTRUCTION PR CEDURES INCLUDING LAGGING, SHORING AND PROTECTION Q N 3. ALL FOOTINGS SHALL BE FOUNDED AT LEAST 18" BELOW THE UNDISTURBED GROUND OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES IN 2" CL ;' l(� �t tj SURFACE OR TO FROST DEPTH. A L FOOTINGS SHALL BE FOUNDED ON COMPACTED FILL ACCORDANCE WITH ALL NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. N OR UNDISTURBED NATURAL GRAD V-BARS RETAINING WALL NOTES w E UNLESS OTHERWISE NOTED. 5. THE CONTRACTORSHALL BE RESPONSIBLE FOR COORDINATING THE WORK Q >C? 015 INTERNATIONAL BUILDING CODE Q— 4. COMPACTION: MATERIAL FOR ILLING AND BACKFILLING SHALL CONSIST OF THE OF ALL TRADES AN SHALL CHECK ALL DIMENSIONS. ALL DISCREPANCIES 35 PCF EQUIV. LUID PRESSURE p t 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 •e w N L BEFORE PROCEEDIN WITH THE WORK. 40 SF SURCHARGE �O MATTER, TRASH, LUMBER, OR OTHER DEBRIS. ALL WALLS SHALL BE ADEQUATELY BRACED � U � PRIOR TO BACKFILLING. FILL AND BACKFILL SHALL BE DEPOSITED IN LAYERS NOT TO f'c = 2500 PSI Q EXCEED 8 INCHES THICK, PROPER Y MOISTENED TO APPROXIMATE OPTIMUM REQUIREMENTS 6. DRAWINGS INDIC TE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. H—BARS Fy = 40 KSI (# AND SMALLER) AND THOROUGHLY ROLLED OR CO PACTED WITH APPROVED EQUIPMENT IN SUCH A WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR •�< Fy = 60 KSI ( 5 AND LARGER) N 3 MANNER AND EXTENT AS TO PRODUCE A RELATIVE COMPACTION OF 90% OF MAXIMUM CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL "4• SOIL BEARING = 1500 PSF POSSIBLE DENSITY AS DETERMINEO BY ASTM D1557. HAND TAMPERS SHALL WEIGH AT BE USED SUBJECT TO REVIEW BY THE ENGINEER. BACKFILL W/ P ROUS MATERIAL m m LEAST 50 POUNDS EACH AND SH LL HAVE A FACE AREA NOT IN EXCESS OF 64 SQUARE n? INCHES. HAND TAMPERS MAY BE OPERATED EITHER MANUALLY OR MECHANICALLY AND 7. ALL DETAILS DESIGNATED AS STANDARD OR TYPICAL SHALL OCCUR IN w N SHALL BE USED WHERE LARGER ADDITION TO ANY OTHER SPECIFIC DETAIL CALLED OUT. N OWER DRIVEN COMPACTION EQUIPMENT CANNOT BE USED. � � FILL OVER 12" DEEP SHALL COMP Y WITH A GEOTECHNICAL REPORT. SEE GEOTECHNICAL REPORT FOR FURTHER DESIGN C g, COORDINATE WITH MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS '° V tu z R TERIA. FOR.SIZE AND LOCATION OF ALL OPENINGS REQUIRED FOR DUCTS, PIPES, MATCHING DOWEL CONCRETE PIPE SLEEVES, ELECTRICAL CONDUITS, AND OTHER ITEMS TO BE EMBEDDED EACH VERT.' LAP O IN CONCRETE OR 0 42 BAR DIAMETERS OTHERWISE INCORPORATED IN STRUCTURAL WORK. ° 1. ALL CONCRETE UNLESS OTHERWISE NOTED SHALL BE REGULAR WEIGHT HARD ROCK MIN ` • V—BARS v J TYPE (150 PCF) AGGREGATES SHALL CONFORM TO ASTM C33 WITH PROVEN SHRINKAGE 9• PROVIDE OPENIN S AND SUPPORTS, AS REQUIRED PER STANDARD 4" 0 PERF. PLASTIC PIPE ;.. CHARACTERISTICS OF LESS THAN 0.05%. DETAILS FOR HEATERS, MECHANICAL EQUIPMENT, VENTS, DUCTS, PIPING, CENTERED IN 1 CUBIC ; Z ETC. ALL SUSPENDED MECHANICAL EQUIPMENT SHALL BE SWAY OR FOOT WASHED PEA O 2. CONCRETE COMPRESSIVE STRENGTHS AT 28 DAYS (f'c) SHALL BE: LATERALLY BRACED GRAVEL AND DRAINED TO u� CONTINUOUS FOOTINGS: 2500 PSI DAYLIGHT OR APPROVED 10. ALL INFORMATI N SHOWN ON THE DRAWINGS RELATIVE TO EXISTING OUTFALL AB ON GRADE * ALL CONCRETE EXPOSED T WEATHER MUST HAVE AN f c >= 3000 PSI. CONDITIONS IS GIVEq AS THE BEST PRESENT KNOWLEDGE BUT WITHOUT 3. ALL CONCRETE WITH A DESIGNATED COMPRESSIVE STRENGTH EXCEEDING 2500 PSI GUARANTEE OF AC URACY. WHERE ACTUAL CONDITIONS CONFLICT WITH m THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE SHALL REQUIRE SPECIAL INSPECTION BY AN INSPECTOR APPROVED BY THE BUILDING o• o•O PROPER REVISIONS MAY BE MADE. MODIFICATION TO DETAILS OF T—BARS p o o' ' w DEPARTMENT AND THE ENGINEER. EXCEPTION: WHERE 3000 PSI CONCRETE IS USED FOR CONSTRUCTION SH LL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL Q0.§0 p WEATHERING PURPOSES, NO INPS CTION IS REQUIRED. OF THE ENGINEER. 2" CL O;$�0,•°Oo 4. CEMENT SHALL CONFORM TO ASTM C150, TYPE I, CSA NORMAL. 11. ARCHITECTURAL AND MECHANICAL PLANS ARE CONSIDERED A PART OF .° .. — _ Z 6. PLACEMENT OF CONCRETE SHA L BE IN CONFORMANCE WITH ACI 301. THE STRUCTURAL DESIGN DRAWINGS AND ARE TO BE USED TO DEFINE ` .e.• " , ° .., •.. ? .., III-1 DETAIL I— CONFIGURATIONS INCLUDING; BUT NOT LIMITED TO RELATIVE ; a• _ LOCATION OF MEMBERS, ELEVATIONS, DIMENSIONS AND LOCATIONS OF ALL j~ I-I 7. CONCRETE SHALL BE MAINTAIN D IN A MOIST CONDITION FOR A MINIMUM OF FIVE (5) OPENINGS, ETC. 1 j El DAYS AFTER PLACEMENT. ALTERNATE METHODS WILL BE APPROVED IF SATISFACTORY PERFORMANCE CAN BE ASSURED. 8. KEYED CONSTRUCTION JOINTS HALL BE USED IN ALL CASES. ALL CONSTRUCTION �3- CL Q JOINTS SHALL BE THOROUGHLY CLEANED AND ALL LAITANCE SHALL BE REMOVED. ALL VERTICAL JOINTS SHALL BE THOROUGHLY WETTED AND SLUSHED WITH A COAT OF NEAT CEMENT IMMEDIATELY BEFORE PLACING NEW CONCRETE. Z Qn 10. MINIMUM CONCRETE COVERAGEOF REINFORCING STEEL FOR FORMED WORK SHALL BE A B C Q m Q AS FOLLOWS: S EXPOSED TO EARTH OR WEATHER (#5 OR SMALLER): 1�1h" 2 O *NOTE: CONCRETE CAST AGAINST GROUND SHALL HAVE 3" MINIMUM COVERAGE Lu J I CANTILEVER RETAINING WALL SCHEDULE: 4 PSF SURCHARGE o N 12. CONCRETE MIXES SHALL BE PROVIDED IN ACCORDANCE WITH ACI 318 (WHEN STRENGTH I NO ES: 1. BACKFILL PRIOR TO MAKING ANY PERMANENT FLOOR CONNECTIONS N Lu DATA FROM TRIAL BATCHES OR F ELD EXPERIENCE ARE NOT AVAILABLE). 2. BOTTOM SLAB MUST BE IN PLACE PRIOR TO BACKFILLING ILJ CEMENT CONTENT SACKS PER D LB /CUBIC YARD CUBIC YARD H A B C D V—BARS H—BARS T—B RS F'c (PSI) (MINIMUM) (MINIMUM) NOV 04 2019 2500(no special inspection) 470 5 CITYOF� SEE NOTE A 0'-4' 4" 8" 12" loll #4012"o/c #4012"o/c #4 "a/c CITY OF O SP ERFTERFT7 3000 517 5h AIR ENTRAINMENT IS REQUIRED F R ALL CONCRETE EXPOSED TO WEATHER. FOR -y4" 4'— ' 4" 8" 27" loll #4012"o/c #4012"o/c #4 "o/c rov cov AGGREGATE AN ENTRAINMENT OF % IS REQ'D. FOR V AGGREGATE AN AIR ENTRAINMENT 6'—E' 8" 8" 36" loll #5010"o/c #4012"o/c #4 "o/c 9 Of 0 U � aF r�Z OF 7% IS REQ'D. y 9' 8" 8" 44" 10" #508"o/c #4®12"o/c MIXES SHALL BE PROPORTIONED 0 PRODUCE A SLUMP OF 5" OR LESS. NO MORE THAN A 1" PLUS TOLERANCE SHALL BE ALLOWED. •3 A) WHERE SPECIAL INSPECTION IS NOT REQUIRED UNDER SECTION 1704.4 OF THE I.B.C., CONCRETE SHALL HAVE A MINIMU14 CEMENT CONTENT OF 5 SACKS PER CUBIC YARD OF CONCRETE. W6v Q 12019 B) DESIGN MIX (OTHER THAN AS SPECIFIED IN THIS TABLE) SHALL BE SUBMITTED TO THE BUILDING OFFICIAL TWO WEEKS PRIOR TO FIRST USE. Drawn By: VKY Checked By: CCC Date: 1 1-01-19 SDA JOB NO. 8G74 B CITY OF EVERETT STRUCTURAL REVIEWED FOR PERMIT DETAILS 5-4 .0