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HomeMy WebLinkAboutB14-0109_S101_1399481100.pdf OF 1,4 GENERAL NOTES C. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL H PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS dirtioite CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11-A SHALL BE "BCI-JOIST" AS MANUFACTURED BY BOISE CORPORATION. ALTERNAT • * 1. LIVE LOADS USED IN DESIGN: AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHA 41 1 11 0 11 EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR G A. ROOF SLOPE LESS OR EQUAL 4:12 100 PSF LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO B LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM REQUIRED BY THE JOIST MANUFACTURER. Z 14 . B. ROOF SLOPE STEEPER THAN 4:12 80 PSF AND SPAN. I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS 0111 ' 11111 C. TYPICAL FLOOR 40 PSF D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 28 STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-D1.1. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURER', D. EXTERIOR PATIOS & DECKS 100 PSF RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2" 01 E. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS 5 1/4" WIDE MEMBERS. E. HOT TUB 6403 LBS FILLET UNLESS NOTED OTHERWISE. 6. NON-STRUCTURAL ELEMENTS 1110) AND E RY ECAUTIONS SSARY LY F. WIND3 SECOND GUST 90 MPH F. STEELDERECTIONASTANDARDSGAND TOR WITHSTAND ALLECONSTRUCCTIONPAND/ORH ALL A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR 0 FASTEST MILE 85 MPH LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND EXPOSURE B LATERAL SYSTEMS AND DECKS ARE IN PLACE. OTHER STRUCTURAL MOVEMENTS. G. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. G. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHAL 05/07/14 DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE H. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDER UNRESTRAINED UNLESS NOTED OTHERWISE. 2. TESTING, INSPECTIONS AND OBSERVATIONS: 5. WOOD 7. GENERAL A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED BUILDING CODE AS FOLLOWS: INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND BUILDING CODE. 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. TO ALLOWABLE STRESS INCREASES. ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS 1. STEEL CONSTRUCTION AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR EXCEPT THE FOLLOWING: NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN HIS ITEMS. ACCORDANCE WITH SECTION 1704.3. C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL #1 GRADE. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT D. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER FOR ALL 2X WOOD JOISTS. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE IS REQUIRED. E. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE WELDING. TABLE 2304-9.1 UNLESS NOTED OTHERWISE. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. AND ARCHITECTURAL DRAWINGS. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS F. LAMINATED BEAMS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT G. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SIZES SHOWN ARE NET. SUCH AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE APPLICATION OF JOINT DETAILS AT EACH CONNECTION. WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MANUFACTURER'S CERTIFIED MILL TEST REPORTS. MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY 3. FOUNDATIONS STAMPED ON EACH MEMBER. A. MAXIMUM SOIL DESIGN PRESSURE ASSUMED IS: 3000 PSF G. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 97-0030G BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD BY INTER - MOUNTAIN ENGINEERING, LTD, DATED 1997. THE CONTRACTOR SHALL ASSOCIATION. RETAIN A SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. SOILS 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL OR AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF GREATER THAN SHOWN IN THE ORIGINAL REPORT. U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS r "e� WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE '• '-a Q,• 4. STRUCTURAL STEEL WEATHER SHALL BE OF THE EXTERIOR TYPE. 4 Q •`' .P . -/:(Z% % 3. FOR FLOORING USE 3/4" T&G STURD-I-FLOOR SHEATHING GLUED AND NAILED ?`... "P. .•.A„'!-, A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG v^t„°^��� i S.%' WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH INTERMEDIATE SUPPORTS. 0' _ SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST 4. FOR ROOF USE 5/8” (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED RAll 4Soft'" EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG AA1,7l . MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. INTERMEDIATE SUPPORTS. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR . . B. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE OSB SHEATHING NAILED WITH 8d (OR 10d) NAILS AT 6" ON CENTER ALONG PANELr?y1 •., • LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES ";— �; SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. MOUNSEY HOT TUB PARTIAL Monroe & Newell VAIL,COLORADO A Engineers,Inc. P.O.Box 1597 DATE:4/8/2014 c 70 Benchmark Road,Suite 204 J Avon,Colorado 81620 FAX(970)949-497 054 NO.8947.2014 SCALE:1/4"=1'-0" DRAWN BY:AVN EMAIL avon@monroe-newell.com TITLE: FRAMING DETAILS 044 IA OF le • iiiiiiii/////////////////*- . 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