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HomeMy WebLinkAboutDRB17-0011_S10_1484846280.pdf . WO OF pl. GENERAL NOTES 55' " a =p ...r....131-4, C. 1. LIVE LOADS USED IN DESIGN: 7. WOOD L it 01 A. TYPICAL FLOOR 40 PSF A. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND 0 RE PLAN " " ED BY BOISE CORPORATION. ALTERNATES fiV j SHALL BE BCI-JOIST AS MANUFACTURED ;;"„w; �. - ::...., • ^n:';:"::: " : _' ' oe: .,.,''' DRB B. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. `" SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL „.,-, `^ Y �'' *' '''_,'" SLI-III- APPROVED HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER . m7-1115,V . 1/18/20172:00: 0 �` 12:00:00 AM C. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. \ � ,p ' THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE A5 �= REQUIRED BY THE JOIST MANUFACTURER. 2, TESTING, INSPECTIONS AND OBSERVATIONS: Q ,w $ B. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS '1+-.[-• -..-- - EXISTING.FOUNDATION `v\ A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV 285 PSI. tel^ WALL AND FOOTING STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE I` I EXISTING STEEL BEAM BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' r �g•. NOT VALID FOR CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 112" OR TYP. > I / I I (VERIFY) -_ ° BUILDING PERMIT INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL 5 114" WIDE MEMBERS. V ! 9 INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONALS I ^�� NEW STEEL BEAM WITH 114" WITHOUT BUILDING CODE. I I STIFFENER • PLATE EACH SIDE _ P RE:PLAN 51"g" ■ 318"X 5"STEEL STRAP , 7. GENERAL �- � ARCHITECT'S WET WITH(12)-314"0 X 5' B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. EXISTING STEEL COLUMN T 4.------ (EMBED)EXPANSION STAMP SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. AND FOOTING TO BE 1. SOIL PREPARATION I I al ANCHORS AT4'-0" B. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE REMOVED AFTER STEEL �,� ,� �° ^-a - � .'_. .,.;_ 11 [ l ' - i a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN-PLACE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS BEAM5IN PLACE r DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED I 1 REPORT. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND I I ,' • • 0 111ii31 'J 2. CONCRETE CONSTRUCTION ARCHITECTURAL DRAWINGS. II-11{= I► a. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. I Is. r:. �;.•;p_; ^' .;._ I :. .. .: ... -L=1!fr ► REMOVE EXISTING b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ill-111- w I III-11- C° 1E111a11="' -21!1=1!1=1!-' C. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE I5 SAMPLED TO ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER 11�1M--1 11©Ir •III-111 I CII! 1 FOOTING FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR 1r 111=1a ;' ''` nisi cQ KHWEBB CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 1E ;111 : `1" ': d. CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR S