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Home My WebLink AboutSWP2702711.10GENERAL STRUCTURAL NOTES T T GENER THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE N STARTING WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY. USE DETAIL MARKED "TYPICAL" WHEREVER APPLICABLE. CHANGES, OMISSIONS OR SUBSTITUTIONS ARE N NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE ENGINEER. REFER TO THE SPECIFICATIONS FOR FURTHER REQUIREMENTS. DO NOT SCALE THE DRAWINGS. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2003 EDITION OF THE c/) INTERNATIONAL BUILDING CODE AND WSDOT "STANDARD SPECIFICATIONS." THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER OF RECORD. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF ALL WALLS, TOP SLABS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE ABOVE MENTIONED COMPONENTS. THE GENERAL NOTES APPLY TO ALL STRUCTURES UNLESS NOTED OTHERWISE (U.N.O.). LOCATION AND SIZE OF ANCHOR BOLTS FOR SPECIFIC EQUIPMENT SHALL BE SPECIFIED BY THE VENDOR. CONTRACTOR SHALL COORDINATE LOCATIONS OF STRUCTURAL OPENINGS, PENETRATIONS AND EMBEDDED ITEMS WITH THE CIVIL SECTIONS OF THE DRAWINGS, AND WITH SUPPLIERS AND SUBCONTRACTORS AS MAY BE REQUIRED. SPECIAL INSPECTION do TESTING SPECIAL INSPECTIONS SHALL MEET THE REQUIREMENTS OF IBC CHAPTER 17 AND WSDOT "STANDARD SPECIFICATIONS". SPECIAL INSPECTORS SHALL BE UNDER THE SUPERVISION OF A WASHINGTON REGISTERED CIVIL ENGINEER. OBSERVE THE WORK ASSIGNED FOR CONFORMANCE WITH APPROVED DRAWINGS AND SPECIFICATIONS. FURNISH INSPECTION REPORTS TO THE BUILDING DEPARTMENT AND ENGINEER. DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF NOT CORRECTED, TO THE BUILDING DEPARTMENT AND ENGINEER. SUBMIT A FINAL REPORT, SIGNED BY A WASHINGTON REGISTERED CIVIL ENGINEER, STATING THE WORK WAS IN CONFORMANCE WITH THE APPROVED DRAWINGS AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF IBC AND WSDOT "STANDARD SPECIFICATIONS." SPECIAL INSPECTION REQUIRED: CONCRETE: IN ACCORDANCE WITH SECTION 1704.4 AND TABLE 1704.4 OF IBC AND WSDOT "STANDARD SPECIFICATIONS". SOIL: IN ACCORDANCE WITH SECTION 1704.7 OF IBC AND WSDOT "STANDARD SPECIFICATIONS". SHOP DRAWINGS SHOP DRAWINGS, WHERE REQUIRED, SHALL BE CHECKED AND APPROVED BY THE GENERAL CONTRACTOR PRIOR TO SUBMITTING FOR ENGINEER REVIEW. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW OF DESIGN INTENT, PRIOR TO FABRICATION. GENERAL CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF DIMENSIONS AND DETAILS FOR EACH SUBCONTRACTOR. PRECAST/CAST—IN—PLACE INTERIOR DIMENSIONS SHOWN ON THE DRAWINGS ARE NOMINAL AND SHALL BE ADJUSTED, IF NECESSARY, TO MATCH THE ACTUAL PRECAST BOX CULVERT DIMENSIONS. DESIGN LOADS AN EQUIVALENT FLUID PRESSURE — 90 PCF DESIGN LIVE LOAD — AASHTO H2O-44 LOADING FOUNDATION DATA: ALLOWABLE BEARING PRESSURE: ........................................... 2,000 PSF EXTEND ALL EXTERIOR FOOTINGS 2'-0" MINIMUM BELOW FINISHED GRADE, U.N.O. BOTTOM OF ALL FOOTINGS TO BEAR ON NATIVE, INORGANIC, UNDISTURBED SOIL OR COMPACTED STRUCTURAL FILL IN ACCORDANCE WITH THE SOIL REPORT NO. 2006-067-21 FILED BY "HWA GEOSCIENCES, INC.", DATED JANUARY 12, 2007. NO FOOTING SHALL BEAR HIGHER THAN 1 VERTICAL TO 1.5 HORIZONTAL SLOPE ABOVE ANY EXCAVATION, EXISTING OR PLANNED. CONTRACTOR SHALL PROVIDE TEMPORARY SHORING TO PREVENT MOVEMENT OF WALLS IF BACKFILL IS PLACED BEFORE FLOOR SYSTEM IS IN PLACE. THERE SHALL BE 95% COMPACTION (ASTM D1557 MODIFIED PROCTOR DENSITY) OF ALL BACKFILL SOIL UNDER SLABS ON GRADE. CONTRACTOR MUST VERIFY EXISTING CONDITIONS PRIOR TO START WORK. CONTRACTOR SHALL BECOME FAMILIAR WITH THE SOIL CONDITION BY READING SOIL REPORT. CAST —IN —PLACE CONCRETE CONCRETE SHALL HAVE THE FOLLOWING PROPERTIES: 28—DAY COMPRESSIVE STRENGTH f'c=4,000 PSI, U.N.O. AIR ENTRAINMENT: 5%-7% MAXIMUM SLUMP: 3" FOR SLABS AND FOOTINGS, 4" FOR WALLS AND BEAMS. CONSTRUCTION TO BE IN ACCORDANCE WITH ACI 318, "PART 2—STANDARD FOR TESTS AND MATERIALS" AND "PART 3 — CONSTRUCTION REQUIREMENTS AND WSDOT STANDARD SPECIFICATIONS." SUBMIT MIX DESIGN FOR REVIEW AND PROVIDE NOT LESS THAN 6 SACKS OF CEMENT PER CUBIC YARD FOR ALL CONCRETE WITH MAXIMUM W/C=0.45. 4(a)o 4axwy I & 08b0rne, Iw. CONSULTING ENGINEERS 701 DEXTER AVENUE NORTH SUITE 200 SEATTLE, WASHINGTON 98109 (206) 284-0860 REINFORCING STEEL DEFORMED BARS: ASTM A615, GRADE 60 (GRADE 40 FOR #3). UNLESS OTHERWISE NOTED ON THESE DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING ALTERNATE SEE LAP BARS SHALL BE AS FOLLOWS: HOOKS SCHEDULE CONCRETE CAST AGAINST SOIL=3". FORMED CONCRETE AGAINST SOIL=2". WALLS AND BEAMS EXPOSED TO WATER & WEATHER=2". WALLS AND BEAMS DRY CONDITION=1 1 /2". iL ift PROVIDE 2—#5 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLAB al J I EXTENDING 2'-6" PAST CORNERS, TYP. AT TIME OF CONCRETE PLACEMENT, REINFORCING SHALL j o PROVIDE BE FREE OF MUD, OIL, OR OTHER NONMETALLIC COATINGS THAT MAY DECREASE BOND. W = VERTICAL N N CORN WELDING OF REINFORCING BARS SHALL CONFORM TO ANSI/AWS D1.4. BAR WHERE PERMITTED, LOW HYDROGEN WELDING RODS SHALL BE USED FOR ALL WELDING OF REINFORCING BARS. FIELD WELDING OF REINFORCING BARS IS NOT ALLOWED ON THIS JOB. SUBMIT SHOP DRAWINGS OF REINFORCING STEEL FOR REVIEW BY THE ENGINEER PRIOR TO FABRICATION. REINFORCING SHALL BE DETAILED IN ACCORDANCE WITH ACI 315 AND 318 (LATEST EDITION). 21011 REVISION BY I DATE I APPR SEE LAP SCHEDULE SINGLE CURTAIN INTERSECTION CORNER TYPICAL REINFORCING STEEL AT WALL INTERSECTION NOT TO SCALE REINF. #4 2'-4" #5 3'-0" #6 3'-6" #7 4'-3" #8 4'-10" #9 5'-3" #10 6'-6" #11 8'-0" TYPICAL LAP SCHEDULE 2 NOT TO SCALE 7, SUPPLEMENTAL STRUCTURAL ABREVIATION S: ABV. ABOVE FRM'G FRAMING STIRR. STIRRUP A.F.F. ABOVE FINISH FLOOR F.S. FAR SIDE STRUC. STRUCTURE(AL) ADD'L. ADDITIONAL FTG. FOOTING SYM. SYMMETRICAL ADJ. ADJACENT GA. GAUGE T. TOP AL. ALUMINUM G.B. GRADE BEAM T&G TONGUE AND GROOVE APPRX. APPROXIMATE GLB GLUE —LAMINATED BEAM TMPRY. TEMPORARY ARCH. ARCHITECTURAL H.A.S. HEADER ANCHOR STUDS T.N. TOE NAIL ® AT HDR. HEADER T.O. TOP OF... BOT. BOTTOM H.F. HEM —FIR TRANS. TRANSVERSE BEL. BELOW HGR. HANGER HSS TUBING STRUCTURAL B.F. BRACED FRAME H.S.B. HIGH STRENGTH BOLT (A325 U.N.O.) IBC INTERNATIONAL BUILDING CODE BM BEAM I.F. INSIDE FACE UNLESS NOTED OTHERWISE B.N. BOUNDRY NAIL INT. INTERIOR VFY.U.N.O. BNDRY. BOUNDRY JST. JOIST W.H.S.VERIFY W.H. WELDED HEADED STUD B.O. BOTTOM OF... K KIPS (1000 POUNDS) W.P. WORK POINT BRDG. BRIDGE(ING) LAT. LATERAL WS WESTERN SERIES BRG. BEARING LDGR. LEDGER W.T.S. WELDED THREADED STUD CAM. CAMBERED) LLH LONG LEG HORIZONTAL X—STG EXTRA STRONG CANT. CANTILEVERED) LLV LONG LEG VERTICAL XX—STG DOUBLE EXTRA STRONG C.D.F. CONTROLLED DENSITY FILL L.S. LAG SCREW C.G. CENTER OF GRAVITY LSL LAMINATED STRAND LUMBER C.I.P. CAST IN PLACE LT. WT. LIGHT WEIGHT C.J. CONSTRUCTION JOINT LVL LAMINATED VENEER LUMBER COL. COLUMN MAS. MASONRY CONST. CONSTRUCTION MAT'L MATERIAL CONT. CONTINUOUS M.B. MACHINE BOLT (A307) CTSK. COUNTERSINK MFR. MANUFACTURER DBL. DOUBLE MRF. MOMENT RESISTING FRAME D DEPTH MTL. METAL d PENNY (NAILS) (N) NEW MEMBER D.F. DOUGLAS FIR N.S. NEAR SIDE DIAG. DIAGONAL O.H. OVERHANG DIAPH. DIAPHRAGM ORNT. ORIENTATE (ION) do DITTO (DO OVER) PAR. PARALLEL DWG. DRAWING P/C PRECAST CONCRETE DWL. DOWEL PERP. PERPENDICULAR EA. EACH PSL PARALLEL STRAND LUMBER (E) E.F. EXISTING MEMBER EACH FACE P.T. P/T PRESSURE TREATED) POSTTENSIONED E.J. EXPANSION JOINT QTY. Q UANITY QD-271 EMBD. EMBEDMENT) REF. REFERENCE E.N. EDGE NAIL REINF. REINFORCEMENT ENG. ENGINEER SHT. SHEET EQ. EQUAL SHTG. SHEATHING E.S. EACH SIDE SIM. SIMILAR EXT. EXTERIOR SKW. SKEWED) F.F.E. FINISHED FLOOR ELEVATION SPC. SPACING F.N. FACE NAIL S.S. STAINLESS STEEL FND. FOUNDATION STGR. STAGGER F.O. FACE OF... STIFF. STIFFENER AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORI)MKYY VERTICAL- NAVD 19M HORIZONTAL- MAD 1983/1991 DATU M CITY OF RENTON Planning/Building/Public Works Dept. RECOMMENDED FOR APPROVAL BY --—— ---- Date: BY / ------------- Date: -------- BY ---------------- Date: -------- BY --------------- Date:-------- 1-121711111110 RENTON VILLAGE STORM SYSTEM PROJECT PAGE: GENERAL STRUCTURAL NOTES AND TYPICAL STRUCTURAL DETAILS SHEET: 10 OF. 12