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HomeMy WebLinkAboutB16-0266_S2_1498075801.pdfA A A A A A A A 1 3 5 7 9 10 8 6 4 2 12 14 16 18 20 22 24 26 11 13 15 17 19 21 23 25 27 3/4" Ø PIN 3/4" Ø PIN 1 REPLACE MEMBERS BETWEEN NODES 12-13 2 REPLACE MEMBERS BETWEEN NODES 11-15 3 REPLACE MEMBERS BETWEEN NODES 12-17 4 REPLACE MEMBERS BETWEEN NODES 12-14 5 REPLACE MEMBERS BETWEEN NODES 14-15 AND 18-19 6 REPLACE MEMBERS BETWEEN NODES 13-15 7 REPLACE MEMBERS BETWEEN NODES 7-16 8 REPLACE MEMBERS BETWEEN NODES 8-13 9 REPLACE MEMBERS BETWEEN NODES 8-11 NOTES 1. VERIFY THAT MEMBERS SPECIFIED ARE DAMAGED 2. SELECT ONE OF THE OPTIONS ON 2/S2, 3/S2, 5/S2 OR 6/S2 TO COMPLETE REPAIR 3. IF ADDITIONAL TRUSSES OTHER THAN THOSE SPECIFIED ARE DISCOVERED TO BE DAMAGED, NOTIFY THE ENIGNEER 4. IF ADDITIONAL MEMBERS IN THE TRUSSES SPECIFIED ARE DISCOVERED TO BE DAMAGED, NOTIFY THE ENGINEER 1/2" Ø PIN 1/2" Ø PIN NORTH (E) MEMBER TO REMAIN FOR LOCATION SEE 1 1/4" Ø x 0.0598" TUBE CRIMP END INTO CONNECTION FOR LOCATION SEE 7/S2 REMOVE (E) PIN AND REUSE TO CONNECT NEW MEMBER IF NECESSARY REPLACE WITH BOLT OF EQUAL SIZE DO NOT ENLARGE HOLE, FOR BOLT SIZE SEE 7/S2 7/S2 SHORE (E) TRUSS AT 7'-0" MAX (E) MEMBER TO REMAIN FOR LOCATION SEE L2x2x1/8 FOR LOCATION SEE 7/S2 REMOVE (E) PIN AND REUSE TO CONNECT NEW MEMBER IF NECESSARY REPLACE WITH BOLT OF EQUAL SIZE DO NOT ENLARGE HOLE, FOR BOLT SIZE SEE 7/S2 7/S2 1" MIN SHORE (E) TRUSS AT 7'-0" MAX (E) MEMBER TO REMAIN FOR LOCATION SEE L2x2x3/16 FOR LOCATION SEE 7/S2 REMOVE (E) PIN AND REUSE TO CONNECT NEW MEMBER IF NECESSARY REPLACE WITH BOLT OF EQUAL SIZE DO NOT ENLARGE HOLE, FOR BOLT SIZE SEE 7/S2 7/S2 1/8 3 1/8 3 TYP 3/16 2 1/2 TYP PL1/4 TYP CUT (E) DIAGONAL AT INTERSECTION NOTCH TO FIT GUSSET PL 8" 6" SHORE (E) TRUSS AT 7'-0" MAX S2 9 TYP (E) MEMBER TO REMAIN FOR LOCATION SEE (2) 2x4 DF#2 W/ (3) 1/2" Ø BOLTS EACH END FOR LOCATION SEE 7/S2 REMOVE (E) PIN AND REUSE TO CONNECT NEW MEMBER IF NECESSARY REPLACE WITH BOLT OF EQUAL SIZE DO NOT ENLARGE HOLE, FOR BOLT SIZE SEE 7/S2 7/S2 1/8 3 1/8 3 TYP PL1/4 CUT (E) DIAGONAL AT INTERSECTION NOTCH TO FIT GUSSET PL 3 1/2"2"2"1" SHORE (E) TRUSS AT 7'-0" MAX S2 9 TYP 1'-0" 1'-3" (E) TRUSS 362T250-43 W/ (2) #8 SCREWS @ EA TRUSS 150U50-43 BRIDGING PERPENDICULAR PARALLEL DO NOT SCREW TRACK TO STUDS CLIP ANGLE AT EACH STUD W/ (2) #8 SCREWS TO BRIDGING AND STUD 362S162-33 @ 24" OC CLIP ANGLE W/ (2) #8 SCREWS TO BOTTOM CHORD AND STUD 1 1/2" 1 1/2" DETAIL IS FOR SLIP TRACK CONNECTION TO (E) TRUSS ONLY FOR ADDITIONAL METAL STUD SPECIFICATIONS SEE INTERIOR REMODEL DESIGN TEAM DRAWINGS VERIFY BRIDGING AT 4'-0" OC MIN ± 1/2" MAX ± 1/2" MAX OF L2x2 OF 2x4 EQEQ 1/2"1 1/2" 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 S2 DOUBLETREE VAIL BALLROOM ROOF REPAIR 2211 N FRONTAGE RD WEST VAIL, CO 81657 DETAILS KM SM EJ MS17.0085.S.01 MS17.0085.S.01 02/13/17 SM NO SCALE 7 TRUSS KEYNOTE SCHEDULE 1" = 1'-0" 2 OPTION #1 1" = 1'-0" 3 OPTION #2 1" = 1'-0" 5 OPTION #3 1" = 1'-0" 6 OPTION #4 1" = 1'-0" 8 TYP SLIP TRACK CONNECTION 1 1/2" = 1'-0" 9 ALLOWABLE OFFSET @ GUSSET PLATE NO ISSUE DATE 5/19/2017 06/21/17