The URL can be used to link to this page

Home My WebLink AboutDRB130113 PLANS APPROVEDt Fi` EXISTING FLOOR - JOISTS WITH OUTRI DECK JOISTS Iill UP ON J I EXISTING DECK JOISTS X1 NEW (3)2X6 UP ONL NEW (3) -5 1/2" LVL BEAM ON FLOOR V M APR = 2013 .TIL TOWN OF VAIL J Monroe &Newell SUN VAIL UNIT 21A TITLE: PARTIAL FLOOR FRAMING PLAN 605 NORTH FRONTAGR ROAD WEST Engineers, Inc. VAIL, COLORADO P.O. Box 1597 DATE: 4 -10 -2013 70 Benchmark Road, Suite 204 S1 Avon, Colorado 81620 (970) 949 - FAX (970) 949 -44054 054 NO. #9163 SCALE: 1/2" = 1' -0" DRAWN BY: AVN EMAIL avon @monroe- newell.com 4 b 1'J D' 4 7 EXISTING FLOOR - JOISTS WITH OUTR DECK JOISTS X2 -NEW (3) X6 COLUM -4 -H,515-4X-4 /4E5 RE: SEC. EXISTING DECK JOISTS NEW -2X6 AT 1' -4" - EXTERIOR STUD INFILL WALL /—NEW (5)--2X& COLUMN NEW (5)--2X& HEADER Monroe & Newell SUN VAIL UNIT 21A TITLE: PARTIAL CEILING FRAMING PLAN 605 NORTH FRONTAGR ROAD WEST Engineers, Inc. VAIL, COLORADO P.O. Box 1597 DATE: 4 -10 -2013 C 2 70 Benchmark Road, Suite 204 J Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 NO. #9163 SCALE: 1/4" = 1' -0" DRAWN BY: AVN EMAIL avon @monroe- newell.com 6 NEW EXTERIOR 2X6 AT 1' -4" STUD HALL WITH 1/16" PLYWOOD SHEATHING AT EXTERIOR AND 5/8" GYP. SHEATHING AT INTERIOR NEW 3/4" OR 5/8" PLYWOOD FLOOR SHEATHING- NAIL AND GLUE TO EXISTING DECGING- INSTALL LE\/EL HITH EXISTING INTERIOR FLOOR SHEATHING EXISTING DECKING eEC�T ION X1 1 1/2" = 1' -0" NEW (3) -5 112" LVL FLOOR BEAM IN HALL NAIL NEW HALL SHEATHING TO RIM JOIST HITH 8d X 1 112" NAILS AT 6" EXIST AND I OF UN NEW F WITH, WITH RODE TO BE NEW I PLAT LAG- SECTION AT BEAM END &EC�TION X2 - IEATHING 'ROOFING Monroe & Newell SUN VAIL UNIT 21A TITLE: DETAILS 605 NORTH FRONTAGR ROAD WEST Engineers, Inc. VAIL, COLORADO P.O. Box 1597 DATE: 4 -10 -2013 C 70 Benchmark Road, Suite 204 J Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 NO. #9163 SCALE: 1/4" = 1' -0" DRAWN BY: AVN NA EMAIL. avonCo monroe- newell.com A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE MEMBEERS WHICH SHALL CONFORT TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. 6. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Monroe & Newell SUN VAIL UNIT 21A TITLE: GENERAL NOTES 605 NORTH FRONTAGR ROAD WEST Engineers, Inc. VAIL, COLORADO P.O. Box 1597 DATE: 4 -10 -2013 �� 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 NO. #9163 SCALE: 1/4" = 1' -0" DRAWN BY: AVN EMAIL. avon @momoe- newell.com GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: 4. WOOD A. EXTERIOR DECK 100 PSF A. ALL FRAMING LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL B. TYPICAL FLOOR 40 PSF BUILDING CODE AS FOLLOWS: C. ROOF <4:12 SLOPE 100 PSF 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 D. WIND 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI 3 SECOND GUST 90 MPH NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR FASTEST MILE 85 MPH TO ALLOWABLE STRESS INCREASES. EXPOSURE B B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND E. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLE DIPPED OR BETTER). F. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2012 EDITION. C. TREATED SILL PLATE LUMBER MAY BE HEM -FIR, STRUCTURAL #1 GRADE. 2. TESTING, INSPECTIONS AND OBSERVATIONS: D. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE E. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD. CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL ASSOCIATION. BUILDING CODE. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE 1. STEEL CONSTRUCTION WEATHER SHALL BE OF THE EXTERIOR TYPE. a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION 3. FOR FLOORING USE 3/4" T &G STURD -I -FLOOR SHEATHING GLUED AND NAILED EXCEPT THE FOLLOWING: WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN INTERMEDIATE SUPPORTS. ACCORDANCE WITH SECTION 1704.3. 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS. ALL PANEL EDGES WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE SHALL BE BLOCKED. VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE 6. FLOOR SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND WELDING. GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. 1. SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. c. VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS 5. NON- STRUCTURAL ELEMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS A. ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC. ATTACHED TO AND /OR SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. OTHER STRUCTURAL MOVEMENTS. e. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 3. STRUCTURAL STEEL ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT TUBE MEMBEERS WHICH SHALL CONFORT TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. E. MINIMUM WELDS TO BE PER AISC TABLE 32.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. 6. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. C. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS. D. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Monroe & Newell SUN VAIL UNIT 21A TITLE: GENERAL NOTES 605 NORTH FRONTAGR ROAD WEST Engineers, Inc. VAIL, COLORADO P.O. Box 1597 DATE: 4 -10 -2013 �� 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949 -7768 FAX (970) 949 -4054 NO. #9163 SCALE: 1/4" = 1' -0" DRAWN BY: AVN EMAIL. avon @momoe- newell.com