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HomeMy WebLinkAboutB16-0266_S1_1498075801.pdf1 2 3 4 5 7 6 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 40 41 42 43 44 45 46 47 29 30 31 32 33 34 35 36 37 38 39 KITCHEN 151 BALLROOM/ MEETING ROOM 104 MADE MARKET 105 MEETING STORAGE 153 2 3 2 2 1 1 2 2 4 1 5 6 6 7 8 9 NORTH (E) W18 (E) W18 (E) W18 (E) W18 . 8 S2 8 S2 8 S2 7/S2 (E) 38" TRUSS 600 S 162 - 54 MATERIAL THICKNESS: IN 1/1000 INCHES MEMBER DEPTH: IN 1/100 INCHES FLANGE WIDTH: IN 1/100 INCHES TYPE: S = STUD OR JOIST SECTIONS T = TRACK SECTIONS U = CHANNEL SECTIONS F = FURRING CHANNEL SECTIONS TYPICAL ANNOTATION SHEET TITLE: SHEET NUMBER: © MARTIN/MARTIN 2017 DESIGNERS: DATE PRINTED: MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and professional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information contained within the electronic data against the recorded or approved documents. The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party. PROJECT NO: DATE: 5/19/2017 10:47:01 AM C:\Proj\MS17.0085-Doubletree Vail Roof Repair-RS17_seanm.rvt S1 DOUBLETREE VAIL BALLROOM ROOF REPAIR 2211 N FRONTAGE RD WEST VAIL, CO 81657 PLAN KM SM EJ MS17.0085.S.01 MS17.0085.S.01 02/13/17 SM 1/4" = 1'-0" BALLROOM ROOF PLAN 1 GENERAL NOTES 1. GENERAL DESIGN • INTERNATIONAL EXISTING BUILDING CODE (IEBC) 2015 • IEBC 606.2.1 REPAIRS FOR LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE. FOR DAMAGE LESS THAN SUBSTANTIAL STRUCTURAL DAMAGE, THE DAMAGED ELEMENTS SHALL BE PERMITTED TO BE RESTORED TO THEIR PREDAMAGED CONDITION 2. LOADS • CAPACITY OF EXISTING STRUCTURE IS APPROXIMATELY 75 PSF TOTAL LOAD 3. STEEL • PLATES AND ANGLES ASTM A36 • BOLTS ASTM A307 • TUBE ASTM A53 GrB • LIGHT GAGE • ASTM A1003 GR33 (STUDS ≤ 43 MIL, TRACK) • ASTM A1003 GR50 (STUDS ≥ 54 MIL, PIPE) 4. WOOD • DOUGLAS FIR-LARCH #2 DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLATION) 5. STRUCTURAL COLD FORMED METAL FRAMING • 6. WELDS • WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS • WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE • E70 ELECTRODE STRENGTH 7. EXISTING STRUCTURES • DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE SITE OBSERVATIONS AS PERMITTED BY ACCESS RESTRICTIONS DURING DESIGN. • DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS INCLUDING: • DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS • CONDITIONS OF INSTABILITY OR LACK OF SUPPORT • ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD • CONTRACTOR SHALL FIELD VERIFY ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO CONSTRUCTION • CONTRACTOR SHALL MAKE ALLOWANCE FOR THE RESOLUTION OF SUCH DISCOVERIES IN THE CONSTRUCTION SCHEDULE 8. USE OF DRAWINGS • DO NOT SCALE DRAWINGS • DETAILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT. 9. TEMPORARY CONDITIONS • THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S CONSTRUCTION METHODS AND/OR SEQUENCES • CONTRACTOR'S CONSTRUCTION AND/OR ERECTION SEQUENCES SHALL RECOGNIZE AND CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD 10. OSHA STANDARDS • THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WITH ALL OSHA REQUIREMENTS • THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS AND BRACING • WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA 11. SUBMITTALS • PROVIDE THE FOLLOWING SHOP DRAWINGS OF STEEL CONSTRUCTION INCLUDING • LAYOUT • DIMENSIONS • MEMBER SIZES • MATERIAL GRADES • WELD SIZES • WELD CALLOUTS • ASSEMBLIES • BOLT SIZE • LENGTH AND TYPE • OTHER PERTINENT DATA 12. CONSTRUCTION ENGINEERING • THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY TO RESTORE DAMAGED STRUCTURE TO ITS PREDAMAGED CONDITION. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURES TO ACHIEVE THE MEANS, METHODS AND SEQUENCES OF WORK. SUCH ENGINEERING MAY INCLUDE BUT IS NOT LIMITED TO: • LAYOUT • DESIGN OF SHORING • WELD PROCEDURES • EVALUATION OF TEMPORARY CONSTRUCTION LOADS • SHORING: • THE AREA OF EACH SHORED MEMBER SHALL BE BLOCKED OFF AND CLEARED OF SNOW AND ICE • ALL SHORING SHALL REMAIN IN PLACE UNTIL REPAIRS ARE COMPLETE 1 1 INDICATES ROOF TRUSS AND TRUSS MEMBER FROM EAST SIDE OF FLAT ROOF NOTES INDICATES ROOF TRUSS REPAIR KEYNOTE FOR REPAIR NOTES SEE NO ISSUE DATE * 1 MIL = 1/1000" NOTE: 12 97 14 68 16 54 18 43 20 33 22 27 GAUGE MINIMUM THICKNESS (MILS*) METAL GAUGE CONVERSION • CONNECT NEW MEMBERS TO (E) BRIDGING • IF BRIDGING IS DAMAGED OR CANNOT BE RECONNECTED CONTACT STRUCTURAL ENGINEER 5/19/2017 06/21/17