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Home My WebLink AboutB12-0253 PLANS1 I ,%1 it i oc - 4 i N I z --ss; - Jo2 Town of Vail FIELD W }jx _ Y �. ' e COP C- , a � /zq /lam. IM �Slt-1 Psc>4 U 2S 4�&t't C ior- -• ---{2) - 2-m- t c T4jE1:b.t1--C> uE s j ev ~ �` Town of Vail REVIEWED FOR CODE COMPLIANCE Date:- Z -�- - -Z Bye - -- Code: Monroe & Newell Engineers, Inc. A 70 Benchmark Rd. Suite 204 P.O. Box 15597 Avon, Colorado 81620 i f� —1 .0-- —t- a J, Monroe & Newell JOB. Engineers, Inc. SHEET NO. OF CALCULATED BY DATE A CHECKED BY DATE S R CAI F PROCLX— 204 1 jWe Sher) 205 I (Pad6ol) vt �v J 2 3 G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION 2 FOUNDATIONS a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. C. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED IN DESIGN IS 2000 PSF. CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOOTING EXCAVATION Town of Vail REVIEWED FOR CODE COMPLIANCE PROJECT: HERBST ENTRY DECK M &N # 8888 DATE: MAY 29, 2012 Date: � � B s -° - �-- GENERAL NOTES Y Code: 1. LIVE LOADS USED IN DESIGN: A. ENTRY DECK 100 PSF B. WIND 3 SECOND GUST 90 MPH FASTEST MILE 85 MPH EXPOSURE B F. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 2 3 G. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2009 EDITION. TESTING, INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION 2 FOUNDATIONS a. EARTHWORK EXCAVATION, PLACEMENT AND COMPACTION OF FILL AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. CONCRETE CONSTRUCTION a. PERIODIC INSPECTION OF REINFORCING STEEL. b. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. C. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d. CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED IN DESIGN IS 2000 PSF. CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOOTING EXCAVATION AND VERIFY IN WRITING THAT THE ACTUAL SOILS CAPACITY IS EQUAL OR GRATER THAN ASSUMED. B. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). D. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF PIERS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. E. CENTER ALL FOOTINGS UNDER COLUMNS UNLESS NOTED OTHERWISE ON PLANS. F. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. G. FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. CONCRETE A. ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: R II CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. J FOOTINGS 3000 psi STD - -- - -- FOUNDATION PIERS 3000 psi STD - -- --- CL B. FOOTINGS AND PIERS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ® UJ C. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCID Zl\,D WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE 'jj Q STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES'OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. (D � > REINFORCEMENT o 0 A. ALL REINFORCING SHALL BE HIGH - STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. B. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3 COLUMNS AND BEAMS (TIE BARS) 1 -1/2" C. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. D. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). C. TREATED SILL PLATE LUMBER MAY BE HEM -FIR, STRUCTURAL #1 GRADE. D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. C WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. D. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. E. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Town of Vail REVIEWED FOR CODE COMPLIANCE Date: z--'c r By: Code: