2930 WETMORE AVE BASE FILE 2025-09-29

GENERAL (E)"Z"PURLIN CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENERS ARE SAFELY INSTALLED. #10S.D.S.@ T • •Mobile- + ® 2"O.C.STAGGERED DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. n n T WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED,BUT ARE OF A (3)#10 S,D,S @ Y Y SIMILAR CHARACTER TO DETAILS SHOWN,SIMILAR DETAILS OF -—+ + + + + CONSTRUCTION SHALL BE USED,SUBJECT TO REVIEW AND APPROVAL BY JOINT ENDS I I THE ENGINEER. 1„ PLANS PREPARED BY: ADD(2)RAMSET I STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH (PIN#SP58TH) ARCHITECTURAL AND ELECTRICAL DRAWINGS FOR BIDDING AND + + + + + + + XT ( @ 54 END CONSTRUCTION. Cp��sTp� (E)PENTHOUSE Ca-_* -- --------- ------------ -- CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS,ELEVATIONS AND DETAILS PRIOR TO FABRICATION OR CONSTRUCTION. 16928 WOODINVILLE-REDMOND RD NE,SUITE 210 2" 4" WOODINVILLE,WA 98072 MIN 4 T CODE PHONE:425.487.1732 (E)END WALL I I I I I I WWW.CORNERSTONE-ENGR.COM (E)GIRDER BENT OR I I ALL MATERIALS,WORKMANSHIP,DESIGN AND CONSTRUCTION SHALL END WALL FRAME I I I I I I CONFORM TO THE DRAWINGS AND THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION.STANDARDS WHERE REFERENCED ON THE DRAWINGS SHALL PROJECT INFO: (E)ANTENNA TRIPOD BE THE LATEST EDITION. -- ------------ ------ SE01510A DESIGN LOADS RISK CATEGORY=II - (E)BENT GIRDER WIND LOAD:(OTHER STRUCTURE) DOWNTOWN EVERETT-WALL V.I.F. BASIC WIND SPEED=110 MPH(3-SECOND GUST) EXPOSURE"B" IMPORTANCE FACTOR =1.0 2930 WETMORE AVENUE JOIST END CONNECTION DETAIL TOPOGRAPHIC FACTOR=1.0 EVERETT,WA 98201 1 1 1 / SEISMIC LOAD:(COMPONENTS) SNOHOMISH COUNTY 22x34 SCALE:NTS 111x17 SCALE:NTS I 1 7==�1 I I � I I I I I I S"s=0.880g,&,=0.502g I I aP=1.0,RP=2.5,Q.=2.5 ISSUED FOR: SITE CLASS"D"(ASSUMED) r (E)MTL ROOF (E)"Z"PURLIN IMPORTANCE FACTOR=1.0 L PERMIT o d O SEISMIC DESIGN CATEGORY"D" 9 - REV::DATE:=ISSUED FOR: BY: o l COLD-FORMED STEEL FRAMING THE MEMBERS(Fy=50ksi)SHALL HAVE THE MINIMUM SECTION PROPERTIES I SHOWN BELOW MEMBER DEPTH(IN) GAUGE S(IN3) I(IN4) I I I Z I STUD 6.0 12 2.165 6.496 + + + + + + + + + I I I I I zi I (600S250-97) Q 09-23-20 PERMIT DRA � I I I I I I I I I dl I (E)MECHANICAL Ni ERECT FRAMING IN ACCORDANCE WITH MANUFACTURER'S - RECOMMENDATIONS. WELDS SHALL CONFORM TO AWS D1.3"STRUCTURAL 0 08-25-20 PERMIT LJS LOUVERED VENT E BENT GIRDER W ( ) I WELDING CODE SHEET STEEL",OR SECTION E2 OF THE AISI CODE. SCREWS Ll+ + + + + + + 2� DRAWN BY:—CHK.: APV.: I I I I I I I I SHALL BE HEX HEAD,SELF TAPPING TYPE,#8 OR HEAVIER,U.N.O.. LJS RKN JDG DRAWING NOTES 3 CURRENT ISSUE DATE: ALL EXISTING CONDITIONS AND EQUIPMENT ARE NOT SHOWN.CAREFUL 1^ TYP (E)ACCESS COORDINATION WITH EXISTING STRUCTURE AND EQUIPMENT IN REQUIRED. 09-23-20 #10S.D.S.@ L LADDER 11 2"O.C.STAGGERED ADD'L 60OS250-97 SEE ARCHITECTURAL DRAWINGS FOR OVERALL SITE PLAN AND LOCATIONS. LICENSURE: (E)MTL CEILING I I � I (E)ANTENNA TRIPOD I I I I I � V.I.F.LOCATIONS I �� I I I I I I I I of WA REMOVE& REPLACE q O rypNZ WHEREREQ'D a0 - 1 = I46939 01 JOIST UPGRADE ELEVATION 4 \ (E)ANTENNATRIPOD 0 1 /j I PROVIDE UPGRADE OF Ssiq qL Eck c}Z'�$020 22x34 SCALE:3/4"=1'-0" 11x17 SCALE:3/8"=1'-0" \� E BRACE .61 O (E)BRACE (2)60OS250-97 TYP OF -I - -I EA"Z"PURLIN ENGAGED E MTL ROOF (E)"Z PURLIN I % * BY(E)TRIPODS JURISDICTIONAL APPROVAL: O V.I.F.EXACT LOCATIONS // gam --Q/ ADD'L 60OS250-97 4 I I I I I I I I I I - OPP HAND I I I I I I I I I I I I I (E)END WALL I I I L-------- -----------------------------------------1 (E)VENT(TYP) PROPRIETARY INFORMATION: DO NOT SCALE DRAWINGS.CONTRACTOR MUST VERIFY ALL DIMENSIONS AND ADVISE CONSULTANTS OF ANY ERRORS AND OMISSIONS.ALL PREVIOUS ISSUES OF THIS DRAWING ARE SUPERSEDED BY THE LATEST REVISION. THE INFORMATION CONTAINED IN THIS SET OF DOCUMENTS IS PROPRIETARY BY NATURE.ANY USE OR DISCLOSURE OTHER THAN WHICH IS RELATED TO NAMED CLIENT IS STRICTLY PROHIBITED. NOTE; DRAWING TITLE: J 1. CONTRACTOR SHALL FIELD VERIFY ALL FIELD CONDITIONS& STRUCTURAL NOTES, NOTIFY ENGINEER OF RECORD OF AND DISCREPANCIES OR #10 S.D.S.@ ALTERATIONS. PLAN&DETAILS 2"O.C.STAGGERED 2. CONTRACTOR SHALL VERIFY ANCHORAGE OF TRIPOD IS DRAWING NUMBER: CENTERED ON TOP FLANGE OF Z-PURLIN.NOTIFY ENGINEER OF ADD'L 60OS250-97 RECORD OF AND DISCREPANCIES OR ALTERATIONS. PLAN NORTH 1 � 1 1 JOIST UPGRADE SECTION 3 ROOF PLAN RT STRUCTURAL NOTES CEI JOB NUMBER: L600/ANCHOR 20-06014 22x34 SCALE:1 1/2"=1'-01, 11x17 SCALE:3/4"=V-0" 22x34 SCALE:1/8"=V-0" 11x17 SCALE:1/16"=V-0" 22x34 SCALE:NTS 11x17 SCALE:NTS