HomeMy WebLinkAboutapproved plans_4.pdftJ/i' 11~ ~ ~..io.tl o!-M7..ll~ ~ ce;\~~ ~,~~ NEW .2XIO AT .2'-0" t;11 ~ ROOF .JOIST i..i-J.~.-.... , ~x..._..._EXISTIN5 C.ONC.RETE 8UILDIN5 ~LL INUOUS NEW OR EXISTIN5 .2X4 AT 1'-4" STUD ~LL WITH I/lb" SHEATHIN5 AT EXTERIOR TYP. NEW .2XIO AT .2'-0" ROOF .JOIST Town of Vall OFFICE COPY RECEIVED MAY u 9 2018 Town of Vail Town of Vail REVIEWED FOR CODE COMPLIANCE Date:_ ~~r_L<6 By: .-BOILER ROOM FRAMING PLAN Code:_ Js-Monroe & Newell Engineers, Inc. P.O. Box 1597 70 Benclunark Road, Suite 204 Avon, Colorado 81620 (970) 949-7768 EMAil.. avon@monroe-newell.com 1/4" = l'-0" VAIL INTERNATIONAL CONDOMINIUMS BOILER ROOM 300 EAST LIONSHEAD CIRCLE VAil., COLORADO NO. #9941 TITLE: BOILER ROOM FRAMING PLAN DATE: 03/052018 51 .0 SCALE: 1/4" = I '-0" DRAWN BY: AYN ~ -C> ' ~ -cO
GENERAL NOTES 1. LIVE LOADS USED IN DESIGN: F. PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL A. ROOF 100 PSF BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. B. TYPICAL FLOOR 100 PSF c. WIND WIND SPEED, Vult 95 MPH (ULTIMATE WIND SPEED, Vasd 85 MPH (ASD) EXPOSURE c D. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. E. CODE USED IN DESIGN: INTERNATIONAL BUILDING CODE, 2015 EDITION. 2. NON-SHRINK GROUT A. NON-SHRINK GROUT SHALL BE PROVIDED: 3. WOOD 1. BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 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) 2" TO 4" THICK -6" AND WIDER S" THICK -5" AND WIDER STUD Fb = 700 PSI NO. 2 Fb = 900 PSI 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 !BC SCHEDULE TABLE 2304-9.1 UNLESS NOTED OTHERWISE. E. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT LESS THAN 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 117, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. 3. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATHING SCREWED WITH 8GA SCREWS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. 4. ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 5. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. 6. ALL PLYWOOD SHALL BE NON-COMBUSTIBLE TREATED. 4. NON-STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 5. GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. E. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD CONDITIONS AND ARCHITECTURAL DRAWINGS. F. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. Monroe & Newell VAIL INTERNATIONAL CONDOMINIUMS BOILER ROOM 300 EAST LIONSHEAD CIRCLE Engineers, Inc. P.O. Box 1597 70 Benchmark Road, Suite 204 Avon, Colorado 81620 (970) 949-7768 EMAII.... avon@monroe-newell.com VAIL, COLORADO N0.#9941 TITLE: GENERAL NOTES DATE: 03/052018 SCALE: 1/4" = J '-0" I ORA WN BY: A VN 52.0