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Home My WebLink AboutR-4137411 a 1 0 w STRUCTURAL GENERAL NOTES: 1. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AND WITH THE LATEST EDITION OF THE APPLICABLE SPECIFICATIONS AND THE REQUIREMENTS NOTED AS FOLLOWS. 2. SPECIAL INSPECTION a. SOILS — TABLE 1705.6 OF THE IBC i. PERIODIC INSPECTION OF FOUNDATION SOIL BEARING CAPACITY, DEPTH, FILL MATERIALS CLASSIFICATION AND SUBGRADE PREPARATION AND COMPACTION. ii.FULL TIME INSPECTION OF ENGINEERED FILL PLACEMENT AND COMPACTION. b. CONCRETE — TABLE 1705.3 OF THE IBC i. PERIODIC INSPECTION OF REINFORCEMENT BEFORE CONCRETE IS PLACED. ii.FULL TIME INSPECTION OF ANCHOR RODS AND OTHER EMBEDDED ITEMS AS IDENTIFIED HEREIN. iii. FULL TIME INSPECTION DURING PLACEMENT OF CONCRETE INCLUDING THE TAKING OF TEST SPECIMENS, SLUMP AND AIR CONTENT MEASUREMENT. INSPECTION AND LIMITED TO STRUCTURAL REINFORCED CONCRETE WITH TESTING FREQUENCY IN ACCORDANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS. 3. DESIGN LOADS a. DESIGN LOADS AND LOAD APPLICATIONS SHALL BE IN ACCORDANCE WITH IBC. b. LIVE LOADS i. VEHICULAR TRAFFIC — — — — — — — — AASHTO HS20-44 INCLUDING THE DESIGN TANDEM. HS20 AXLE LOAD = 32 KIPS (16 KIP WHEEL LOADS) DESIGN TANDEM = TWO 25 KIP AXLE LOADS SPACED 4 FEET APART ii.737 MAX SINGLE GEAR — — — — — — — — — — — — — — — 96 KIP WHEEL LOAD c. ADDITIONAL LOADS REFERENCED ON THE DRAWINGS. 4. CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR DEAD LOADS AND THE DESIGN LOADS NOTED ABOVE. PROVIDE TEMPORARY BRACING, SHORING OR OTHER SUPPLEMENTAL SUPPORT DURING CONSTRUCTION AS NECESSARY TO PROTECT THE STRUCTURES FROM EXCESSIVE CONSTRUCTION LOADS, 5. FOUNDATIONS a. FOUNDATION DESIGN CRITERIA i. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE — — — — — — — — — — 1.370 PSF ii.MODULUS OF SUBGRADE REACTION, k — — — — — — — — — — — — — — — 100 PCI iii. LATERAL SOIL PRESSURE — — — — — — — — — — — — — — — — — — — — 60 PCF EQUIVALENT FLUID PRESSURE b. AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATIONS DURING CONSTRUCTION. c. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL. 6. CONCRETE a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315). c. MATERIALS i. CONCRETE TESTING SHALL BE (a) STRUCTURAL CAST — IN — PLACE — — — — — — — — — — — f'c = 4,000 PSI ii.REINFORCING MATERIALS (a) REINFORCING BARS — — — — — — — — — — — — — — — — — ASTM A615, GRADE 60 d. ALL BENT REINFORCING BARS SHALL BE SHOP FABRICATED ONLY. REBENDING OR WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY ENGINEER. e. END HOOKS IN REINFORCING BARS, SHOWN ON THE DRAWINGS BUT NOT DIMENSIONED, SHALL CONFORM TO ACI 318. f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2" CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS OTHERWISE NOTED. L CONCRETE PLACED AGAINST AND PERMANENTLY IN CONTACT WITH EARTH — — — — — — — — — — — — — — — — — — 3" CLEAR ii.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH OR WATER (a) BEAMS, COLUMNS — — — — — — — — — — — — — — — — — — — 1 CLEAR (b) WALLS—————————————————————-1 CLEAR g. REINFORCEMENT SPLICES NOT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE ENGINEER. LAP REINFORCING BARS THE FOLLOWING MINIMUMS AT ALL SPLICES, CORNERS AND INTERSECTIONS, UNLESS OTHERWISE INDICATED. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. BAR SIZE REG BARS TOP BARS #4 — — — — — — — — — — — — — — — — -- — — — — — — 1'-7"— — — — — — — — — — — — — — — — — — — — — — — — — — — 2,-1» #5————————————— ———— — — — — —— 2'— 0 " — — — — — — — — — — — — — — — — — — — — — — — — — — — 2,-7„ #6———————————— ————— — — — — —— 2'-5 --- —————————————————————————— 3,-1„ #7 — — — — — — — — — — — — — — — — — — — — — — — 3'-6" — — — — — — — — — — — — — — — — — — — — — — — — — — — 4,-6» #8———————————— ————— — — — — —— 4'-0 --- —————————————————————————— 5,-2» » » DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY I APPROVED I DATE I SYM REVISION BY I APPROVED I DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT MJM 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT MJM 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT SD 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-307. RT MJM 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT SD 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT SD 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS r___kT:::, MJM 09.29.20 Q�BOE/NG' STRUCTURAL GENERAL NOTES (CONTINUED): h.LAP WELDED WIRE FABRIC ONE FULL MESH AT SPLICES. i. STAGGER ADJACENT REINFORCEMENT LAP SPLICES IN WALLS 18" MINIMUM. j.PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON THE DRAWINGS. IN ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36" O.C. TO SUPPORT TOP REINFORCEMENT IN BASE SLABS, AND #3 U OR Z SHAPE SPACERS AT 72" O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. k.DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT. I. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. PROVIDE 2" CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. M. UNLESS OTHERWISE SHOWN, PLACE 2—#5 (1 EACH FACE) WITH 2'-0" PROJECTIONS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS. 7. STRUCTURAL STEEL a. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS. b.MATERIAL i. STRUCTURAL STEEL PLATES, BARS, ANGLES, AND CHANNELS — — — — — — — — — — — — — — — — — — — ASTM A36 ii. HEADED ANCHOR STUDS (HAS) — — — — — — — — — — — — — ASTM A108, TYPE B FALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE — STEEL (AWS D1.1) AND WILL BE PERFORMED BY WELDERS QUALIFIED BY THE APPROPRIATE AWS TEST FOR THE WELDING PERFORMED. 8. EXISTING CONSTRUCTION a. DIMENSIONS, ELEVATIONS AND DETAILS OF EXISTING CONSTRUCTION HAVE BEEN OBTAINED FROM FIELD INVESTIGATIONS AND AS — CONSTRUCTED DOCUMENTS. THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS NECESSARY TO PROPERLY COORDINATE NEW AND EXISTING CONSTRUCTION AND IS REQUIRED TO NOTIFY THE ENGINEER OF ANY VARIATIONS IN THE DETAILS, DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WITH THAT SHOWN ON THE DRAWINGS. b.CLEAN AND PREPARE ALL EXISTING SURFACES WHICH WILL BE IN CONTACT WITH NEW CONSTRUCTION AS INDICATED AND AS ACCEPTABLE TO ENGINEER. APPLY BONDING AGENT TO ALL EXISTING CONCRETE AND MASONRY SURFACES WHICH WILL BE IN CONTACT WITH NEW CONCRETE IMMEDIATELY PRIOR TO PLACEMENT. c.PROTECT EXISTING MATERIALS FROM DAMAGE DURING CONSTRUCTION. d. FURNISH AND INSTALL TEMPORARY SHORING OR BRACING AS NECESSARY TO PROVIDE SUPPORT AND STABILITY FOR EXISTING WALLS AND FRAMING DURING DEMOLITION AND CONSTRUCTION. ACCEPTABILITY R. TEMPLADO 09.29.20 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED M. METTLER _ 09.29.20 iflEE'}� APPROVED BY DEPT. DATE I M. METTLER 09.29.20 CHECKED D. MURATA 09.29.20 SUBTITLE IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-413741 STRUCTURAL GENERAL NOTES PERMIT SUBMITTAL DESIGN BY DOWN BOWL CURRENT REVISION SYMBOL W5184605 I SHEET TITUE- APRON A —SITE STORMWATER IMPROVEMEN-TS (SIAILLS A347) I SITE 05-YD j STRUCTURAL MASTER RENTON, WAIDw S285 DATE 09.29.20 _. DATE 09.29.20 SEQUENCE NO. s 1 Cp N N `F1 NAL 05—APRON—A—S286